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Building Plans; < 5 OR MORE ; 2' MI N e M N l'-2' 6'-9' 6/0x4/01 XO N I I � I ' I MASTER BEDROOM VAULTEI? CLG. I I M I r I 110V I 0 I 2' I >k % OIII H 31_8� 12'-4' op HVAC UNIT TO BE MODEL CARRIER 61-0' 6'-0' FE4ANF002 +U 1 MIN. HSPF OF cJB HEAT PUMP TO BE MODEL CARRIER HEAT 25VNA52450030 PUMP FX S.G. _i _i _i .i _i _i _i _i (o/0x5/ XO LI4NENO O Z =0 4" r m 21 X 4 fA r BATKO E�. �4LG. 5,_ It 6,_3, w 50 CFM IL m oP ri N -' � EP. ,X HUP, 4 © 50 CFM R48 I R4S 0 F 22'X36.1 ;t I I 8' CLG. =� A/A I W.I. I I L--_j 8'CL 4 LINEN N 4' -3 ' � - 4 �n O 4" BEDROOM-2 0 8' CLG. x w 0 .4 in U_ 0 0 N 0 x 0 0 � N R 0 0 p e'LL ^Oe O x 0 .4 �' CA - 'r N 0 w 6 - 6'-11' (2-0 0J. -9' O� lO 4 n m EN R4S S.D. BEW w m W.I.G. BEDROOM-4 6' 8' CLG. 8' GLG. w//MLL IONS o� _ 01 2X STUD WALL / CONC WALL 2-1/4' 0 X 5' LAG SCREWS ® STUD WALL 2-3/8' fp X 5' BOLTS W/ SIMPSON VGC ADHESIVE ® CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT To GWB ® BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® CONC WALL I6 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APPL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT EGRESS 6/0x4,i6 XOX 6'-6j' (o'-6J' 01 13'-1' UFFER I�LOOR FLAN 1/411 - 1 I-01I INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. UTILITY ROOM NOTES/MAKE UP AI PER IRC G243S 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION PER G243S.-[B. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS PER G243SB. 71 IN 100 SQ INCH TRANSFER GRILL O DINING ROOM 5' CLG. SG O� y 13' -9' '-2' EDGE OF SLAB N N a� _I 2,_0, COVERED_ w r PORCH oPt �� .' o CONC. F.P. I 1II w iA ;N I MANUR NAT. GAS I III 0 cn METAL FIREPLACE INSTALL PER Mr-R. SPECS.01 I 6 -6 - -2j c� 8/01/0 XOX OPTIONAL itl BUILT IN 101 0101 N 6, I 60 • •- ••• • 0M . •- - i - - - 9 111110 ., Now 0111010 ., ., LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN IB INCHES FROM TOP Or - THRESHOLD. (R3113.1) 3'-3' ' ' 0.3-3 IV-3' 4'-3' V -6' 30' -0' 01 MAIN FLOOR PLAN 1/4n= I 1-Ou MAIN PLOOR: 1055 50. PT. UPPER FLOOR: 13r-14 0. PT. TOTAL: 2482 50. PT. GARAGE: 5075 50. PT. FRONT PORCH: 52 50. fT. REAR PORCH: 20ml 150. PT. WHOLE HOUSE VENTILATION: *REFER TO SHEET N-2 TABLE 1505.430) 4 1505.43(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. COPYRIGHT 2015 Landmark Design Inc. ALL RIGHTS IRESERVED 4' 0 SCHED. 40 STL. I 4-3/6'X3' ANCHOR Bc (SIMPSON TITAN HD C 4' CONCRETE SLAB SIDE VIEW 4-3/8'X3' ANCHOR BOLTS 8' (SIMPSON TITAN HD OR EQ) 0 3/16 It 1/2' X 6' X 6' o l IN TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2O16 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENEtRAtIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.PM FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - TO BE INSTALLED PER SEC R3143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. S =SMOKE ALARM -CARBON MONOXIDE COMBO. GM. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2016 IRC 4 WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED t0 A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED t0 BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303.52. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM CRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATI-IERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 16. CAVITIES WITHIN COMERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2016 WSEC TABLE R402.4.1.1. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTE- NOTCH 25%, BORING 40%. FASTENERS FOR TREATED - 60% BORING IF DOUBLED 4 WOOD TO BE HOT -DIPPED LESS OR EQUAL SUCCESSIVE STUDS. GALVANIZED, STAINLESS - NON -BEARING MAXIMUM NOTCH STEEL, SILICONE, BRONZE 40%, BORING 60%. OR COPPER - HOLES NO CLOSER THAN 5/8 INCH t0 FACE OF STUD. Z `/ Tti °� M 00 ♦♦♦ yN E00 U ON y g oo yn A z00 Nti 0 �a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M-2482-2L Date: 2 c� s aALr 0518X8 SEE SIMP PORTAL I' (TYi O & _ I�OUNDATION FLAN /4"=1'—O" STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. COPYRIGHT 2015 Landmark Design Inc. ALL RIGWTS DESERVED 4' 0 SCHED. 40 STL. I 4-3/8'X3' ANCHOR B( (SIMPSON TITAN HD C 4' CONCRETE SLAB FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x& AT SPLICES) ON 24' D IA. x 8' GONG. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. -1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. =CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE # SPACING (SHT 51-0). SIDE VIEUI 4-3/8'X3' ANCHOR BOLTS 8' (SIMPSON TITAN HD OR EQ) 0 3/16 a0 }t1/2'Xa'X8' 0 1 TOP VIEW VEHICLE IMPACT BARRIER DETAIL A-OUNDAT I Oil AT PATIO NTS 4" CONC, SLAB PREVENT WOOD TO CONC. CONTACT W1 CONT. FLASHING OR APPROVED MEMBRANE STUB 1*4 BARS INTO GONG. SLAB G 18" O.G. USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1088/150 = 126 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION Z v T� M °U z ♦♦♦ E yN E � SON A gym z 00 yn z0C 00 .14 N� 0 �a z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2482-2L Date: 8-1-23 15 VENTS IREQ'D J �x6 3ARSE BOARD :Na TRUSS V6" PENS&LASS SHEATHING "7/16" OSB SHEATHING '7/16" LP PLAMEBLOCK 81a1N6 2X6 WALL STUD LSTA36 - H-- TO3xE (TYP. 2 E GA5LE ENfl r- I REWALL DETA I L LP55 THAN 5' TO THE PROPPRTY LINE ROOF VENTILATION CALCULATIONS 4 RE CQU I REMENTS AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTEI SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST OIMENSIO>, OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R8021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. R806.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R8063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1-INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2' GYPSUM BOARD, 3/6' WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF. SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB a CEILING TRUSS EDGE VIEW TRUSS LENGTH VIEW TRUSS EDGE VIEW a GARAGE WALL TRUSS TOP VIEW a GARAGE WALL SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB a CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING PANELS w/ DRAFTSTOPPING GWB a CEILING FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKING PANELS W/ DRAFTSTOPPING GALE: 1/2' DRAr-T5TO I N6 DATA I L WSW18X�, SEE SIMPSON PRODUCT GUIDE FOR INSTALLATION DETAILS (TYP. OF 2) SEE 511 r*VN PRODUGT CZUIUE FOR INSTALLATION DETAILS (TYP. OF 2) INVERTED iz00r- FRAM I NG PLAN I/4"= I'-O" OONT. aBL. TOP PLATE Z-10 RI61D INSULATION SHADED AREA) �X HEADER KING STUD EXTERIOR PL a AD R/ I 1 B L AT 10 N NTS ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 OF n, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x3O' PER IRC SEC. R80-1.1. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R806. ALL FRAMING TO COMPLY WITH IRC SEC R802. 6. a REFER TO SHEAR WALL SCHEDULE. ROOF OVERFRAME NOTES: IRC SEC R8023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/8d NAILS m 24' O.G. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. 0 MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. a REFER TO SHEAR WALL SCHEDULE. (3) 2 SEE SIMPSON PRODUCT GUIDE FOR INSTALLATION DETAILS (TYP. OF 2) SEGONn FLOOR �=RAM I NG PLAN COPYRIGHT 2015 Landmark Design Inc. ALL RIGHTS RESERVED NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. PT POST W/ CAP CBSQ Tti e� V1 00 z W41a o A �W ♦♦♦ E yN E o0 r1 * • -- A gym z z on h N� O.. �x a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2482-2L Date: 8-1-23 �I v W/ IN 36' pW lu O�= �Qa —Ko IL w w min n� W ' "_%Q AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 7 ' LP® FLAMEBLOCK® FIRE -RATED OSB SHEATHING VAPOR BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EXTERIOR WALL COVERING 2x6 *2 DF STUDS O 16' O.G. ATTACH STUDS TO TOP d BOTTOM PLATE WITH (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLATE OF A SINGLE STUD. INSTALL 2x6 WOOD STUDS HORIZ. AS GROSS -BRACING POSITIONED AT MID -HEIGHT OF THE WALL. 5/a' TYPE 'X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/MIN. 1�8' DRYWALL NAILS SPACED 8' O.G. JOINT COMPOUND TO BE APPLIED TO EXTERIOR FACE OF GWB IN (2) COATS TO EXPOSED FASTENER HEADS AND GWB JOINTS W/ A MIN. 2' WIDE TAPE EMBEDDED IN THE FIRST LAYER Y TYPE 'X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/MIN. 1'i8' DRYWALL NAILS SPACED 8' O.G. JOINT COMPOUND TO BE APPLIED TO EXTERIOR FACE OF GWB IN (2) COATS TO EXPOSED FASTENER HEADS AND GWB JOINTS W/ A MIN. 2' WIDE TAPE EMBEDDED IN THE FIRST LAYER 5112' THICK NOMINAL 2B PCF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS INTERIOR 2x6 "2 DF STUDS 0 16' O.G. ATTACH STUDS TO TOP d BOTTOM PLATE WITH (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLATE OF A SINGLE STUD. INSTALL 2x6 WOOD STUDS HORIZ. AS GROSS -BRACING POSITIONED AT EXTERIOR MID -HEIGHT OF THE WALL. MIN. 7f6' LP® FLAMEBLOCK® W/ PYROTITE SURFACE FACING OUT EXTERIOR WALL COVERING: I. FIBER CEMENT BOARD 2. T1-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING DESIGN: INTERTEK LPB/WA 60-01 NO SCALE EAVES 8 WALL WITHIN 5'-0" OF PROPERTY LINE PER IRC; 302 4 TABLE R302.1 HOUR �IRE-RE51571\/E �E7A MASTER BATH ON ZANUF TI E ROOF J FLOOR CONSTRUCTION: 3/4' TtG PLYWOOD SUB-FLR GLUED t NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) ----\ M-19M W1 IN 36" MIN. 6 x6 PT POST V LP®FLAMEBLOCK®FIRE -RATED DSB SHEATHING �;)R V TYPE 'X' GWB SHEATHING SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN W6' SHEATHING EXTERIOR WALL COVERING PER PLAN EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 STAIR NOTES: PER IRC R3111 • STRINGERS TO BE FIRE BLOCKED AT 50TH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE I HOUR 4' SPHERE SHALL - CONSTRUCTION NOT PASS THROUGH • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RUN TO BE 10'. • MINIMUM HEAD HEIGHT TO BE • MINIMUM STAIR WIDTH TO BE 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. _ • PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES MIN. 36' HIGH W/ CLEAR SPACE PER R312JJ AND R312J2 HANDGRIP PORTION OF HANDRAIL SHALL BE pp co NOT LESS 1 1/4' NOR MORE THAN 2' IN Q �' CROSS SECTIONAL DIM. 2 • WINDING TREADS PER IRC R311.1.52J • SPIRAL STAIRS PROVIDE MIN i 1/2' RUN • A POINT 12' FROM WHEIRE TREAD IS NARROWEST PER IRC R311.7.10.1 _ CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE 1' PT RISERS HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF 11/4' MIN t 2' MAX EDGES SHALL HAVE ,{ A MIN. RADIUS OF 1e'. 44 _G. ALL REQUINED GUARDRAILS TO 5E 36' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON �O THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 MCHES (102mm) TO PASS THROUGH. PER R312.13 NOS N�Cs I� MAX 10' MIN. 6' SPHERE UNABLE AD TO PASS THROUGH OPENING BELOW STAIR INSTALL V2' GWB • CEILING, AND WALLS (3) 2XI2 STRINGERS FIRE BLOCKMG * MID -SPAN AND IN STUD WALLS ALONG AND IN LK WITH STRINGERS IF AREA UNDER 2X4 THRUST BLOCK STAIRS IS UNFMISHED INTERIOR DECK JOISTS PER PLAN DBL JST P.T. 2XI2 TREADS HU212 TO STRINGS MTL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS IN 'MIN. EXTERIOR HL 35 ANGLE SUPPORT J TYPICAL STAIR DETAIL AND NOTES ATTIC VENTILATION AT LEAST 40% d NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. COMPOSITION ROOF W/ 300 INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. RS0522B PROVIDE DRIP EDGE AT EAVES t GABLES W/ A MIN. 2' OVERLAP. 2x SCREENED EAVE VENT BLOCKS WK4) 21/9' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. 12 6 STUD NOTCHING AND BORING NO FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.11 • R302.12 I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING t FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED E LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. _ = TYPICAL EXTERIOR WALL O O (2) 2x6 TOP iE = al 2x6 STUDS is 16' O.G. p La = 1/2' SHT'G (APA RATED 24/0) =rop o W COVEREDWATER PROOF BARRIER GREAT TYP. INT. WALL - .r POW�7ER GOYEREi� (2) 2X4 TOP fit IL a n PATIO EXTERIOR SIDING ROOM 1/2' GWB PORGH z to W PER ELEVATION 2x4 STUD x R-21 INSULATION W/ CONT. 16 I O.G. J VAPOR BARRIER 2x4 BOT. M O (WARM SIDE) FLOOR CONSTRUCTION: r 3/4' TEG PLYWOOD SUB-FLR GLUED < NAILED TO O_ (SEE FRAMING PLAN FOR SIZE AND SPACING) R-58 INSULATION - H16H DENSITY 7 i RA GRADE � GDE �• (o MIL VISQUEEN VAPOR •r GRWLSPGE BARRIER THROUGHOUT 4' GONG. SLAB I CRAWLSPACE. • � � �—LAP SPLICES 12' MIN. � • PREVENT WOOD TO GONG. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE TIGHTLINE STUB 04 BARS INTO FOUNDATION DRAIN: CONC. SLAB 61 16' O.C. 4' 0IA. PERF. PIPE PEA GRAVEL FILL 5I I I Lr;� I N6 5 C,7 I 0 I WRAP W/ FILTER FABRIC Z 'n M iT -3 z a .•♦ E yN 04 E 00 � SON Go o z' � zN ♦ N 0 �a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2M-2482-2L Date: 5-1-23 5/8"=1'-O" COPYRIGHT 2015 Landmark Design Inc. ALL RIGHTS RESERVED z ❑ ❑ UPPER FLOOR ELEC7RICAL- 1/411=11-011 MAIN FLOOR ELECTRICAL INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS COPYRIGHT 2015 PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR Landmark Design Inc. GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT ALL RIGHTS RESERVED SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. e 110 V W1 BATTERY BACKUP GABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED PER 31423 (GARAGE) EV CHARGER (ELECTRIC VEHICLE) ONE PER DWELLING PER SEC R335 IRC -0—UC T 4 e 1..1 -&V z 0-4 r M C W a A �� y� ♦♦♦ E ® M U �N ZW b 1 I•�JI ONO �+ vM'� ♦ N � O �a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2M-2482-2L Date: 6-1-23 I� ; N 1 03 1 N -g' 6/0x4/0 XO EGRESS N 1 MASTER BEDROOM 8' CLG. 0 X ' BEDROOM-B 0 uN� 8' CLG. 110V 0 0 Ln W S.D. Q 16'-0j' 12'-4' 10 3' -3j' _i 4/0x411 FX SJG. u v 40 I 9 i 5EDROOM-2 d) O 8' CLG. N X Gp w ® 10 S.D. U_ 6'-0'6. I p cv 11 R a •� BEDROOM-4 ' .► I 6' CLG. r 6 /0 FX I ZIP W/ U LIONS 2X STUD WALL / CONC WALL 2-1/4' 0 X 5' LAG SCREWS • STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIMPSON VCsC ADHESIVE ® CONC WALL I& GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER t LOWER ONE-THIRD OF THE APPL. t A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB ® BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® CONC WALL I6 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER E LOWER ONE-THIRD OF THE APPL. < A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT 4/Ox4/6 XO UPPER r-LOOR PLAN 1�4u= 1 -On N 1 Cn INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I 12'-0' HVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 15B HEAT 6'-0' 6'-0' PUMP TO BE MODEL CARRIER 25VNA82450030 PUMP 6/0x5/ XO � ill 0 to A 1 r, to I 01 1 0 in INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. 9 O DINING ROOM 9' CLG. ONG EDGE OF SLAB 1 ■ 4= N � N 1 1 2'-0' W PORCH COVERED OPT. w ;' F.P. I I aD CONC. 1 � III 0 MANUR NAT. GAS m METAL FIREPLACE INSTALL PER MFR SPECS. I L - � L _1 l<i 8/0x5 0 XOX OPTIONAL i<l BUILT IN p N / L - - - J OPTIONAL in MIN BUILT INR 2 5'-0' 6'-9' 3'-11 ' - - - - - - - - 10 I I _____ e ----- a0 TYP. DEj� 2x6 WALL 8' HIGH OPNG. 'n N [ I I DER STAIR cn 9' CLG PROTECTION X AIR m I - ' 1 110V 1 0 inW 1 0 S.D.1 I ,n I 1 I 2X6 COFFERED L-_ CLG. LN.---� a STEP °O FPT. ELECTRIC WATER HEATER WITH 13ia' MIN. SOLID CORE INTEGRATED HEAT SELF CLOSING DOOR WOOD,STEEL PUMP TIER III NEAA SPEC, MODEL OR 20 MIN. RATED W'__�VEHICLE BARRIER RHEEM PROPH50 HWH NOTES - PROVIDE EXPANSION TANK - PROVIDE SEISMIC STRAPPING o - TPRV TO TERMINATE TO H OUTSIDE HEAT DETECTOR - PILOT t CONTROLS TO BE 16' INTERCONNECTED MIN. OFF FLOOR PER 31423 - PER ASH RAE 90-A-80 - NAT GAS WATER HTR. W/ MIN. EF OF 0.62 - ELECTRIC WATER HTR. W/ MIN. EF of 0.93 ISARAISE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. le- /4j x A/4j n L1 r7nnQ it, _,iP n BLUE 18 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 604.9. PER IRC G243S 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION PER G2439.1.5. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS PER G243c3B. E - = 100 SQ INCH TRANSFER GRILL © / \ PER R302.1 8'X24' CN 6% '�ttA 0 1 N � I •Il 1� i F71 LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1B INCHES FROM TOP OF 3'-3' 3'-3' THRESHOLD. (R3113.1) 19'-3' eI 4'-3' 6'-6' 30'-0' 01 l 4A I N LOOR PLAN 1�4u= I -On MAIN PLOOR: 108(5 50. PT. UPPER FLOOR: 15r-14 0. PT. COPIGHT TOTAL : 2482 50. PT. Landmark D s gnDInc. GARAGE: 5m73 0. f-027. ALL RIGHTS RESERVED FRONT PORCH: "75 50. PT. REAR PORCH: 20� 50. fT. WHOLE HOUSE VENTILATION: REFER TO SHEET N-2 TABLE 1505A30) E 1505A3(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. 4' 0 SCHED. 40 STL. I 4-3/6'X3' ANCHOR BC (SIMPSON TITAN HD C 4' CONCRETE SLAB SIDE VIEW 4-3/8'X3' ANCHOR BOLTS 81 (SIMPSON TITAN HD OR EQ) 0 3/16 ft1/2'X8'X8' 0 11 TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL GENERAL NOTES: I. ALL WORK TO BE IN CONFORMANCE WITH 2O18 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING At ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS E KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G-PM FLOW. -1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS 9. SMOKE ALARMS - TO BE INSTALLED PER SEC R3143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY Or - THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE AttICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. (e =SMOKE ALARM -CARBON MONOXIDE COMBO. 'C 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR d OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2016 IRC 4 WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303.52. 14. GAS PIPING IS TO BE PROTECTED PER G24151. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUND ING SURFACES 16. WHOLE HOUSE VENTILATION 24 WR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) I-1. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE 1'11502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC TABLE R402.4.1.1. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTE- NOTCH 25%, BORING; 40%. FASTENERS FOR TREATED - 60% BORING IF DOUBLED E WOOD TO BE HOT -DIPPED LESS OR EQUAL SUCCESSIVE STUDS. GALVANIZED, STAINLESS - NON -BEARING MAXIMUM NOTCH STEEL, SILICONE, BRONZE 40%, BORING 60%. OR COPPER - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. Z V 14 �&- a ICI 00 M • �00 �♦� rt z IV `° N� N ►�' a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer, Plan No: 1 L2M-2482-2L Date: 8-7-23 �u� ROOF VENTILATION C AL CUL SAT I ONS 4 RE,OU I RE IENTS AT LEAST 40904 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R8021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. R6062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R8063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1-INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING; AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2' GYPSUM BOARD, 3/8' WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF. SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB a CEILING TRUSS EDGE VIEW TRUSS LENGTH VIEW TRUSS EDGE VIEWS GARAGE WALL TRUSS TOP VIEW a GARAGE WALL SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB a CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING PANELS w/ ORAFTSTOPPING GWB a CEILING FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKING PANELS w/ DRAFTSTOPPING SCALE: I!1' . I._0• DRAFTSTOPP I NG :�ETA I L LSTA36 - HDR 4 SILL TO 3x BLOCKING. 8 (TYP. 2 PLACES) S2 0 MIN. 22'x301 ATTIC I/ I MANF. 1RUS a 24' O.C. 5 �\ C%J 5 12 / 12 D � oil LIM IhL 01 3'/1 x 112 MANF. TRUSSES 451 24' O.G. WSW18x8 STRONGWALL. SEE SIMPSON PRODUCT GUIDE FOR PORTAL INSTALLATION DETAILS x 8 OVERFRAME MO FOR UPPER FLOOR EXTEN ION PER DETAIL A/S 4X6 PT POST W/ LPCZ CAP — WSWISx8 STRONGWALL. (TYP OF 2) SEE SIMPSON PRODUCT GUIDE FOR PORTAL INSTALLATION DETAILS ROOD I�RAM I N(57 PLAN 1/4"= I'-O" OONT. DBL. TOP PLATE ?-10 R161D INSULATION P EXTERIOR SIDE OF WALL SHADED AREA) 4X HEADER KIN& STUD EXTERIOR PL1'Wc TRIMMER HEADER/INSULATION r;�ETA NTS ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 DF *2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x3O' PER IRC SEC. RaO-11. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R806. ALL FRAMING TO COMPLY WITH IRC SEC R802. (P. a REFER TO SHEAR WALL SCHEDULE. ROOF OVERFRAME NOTES: IRC SEC R8023 I. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). FRAMING NOTES: I. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS a 24' O.G. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 DF "2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. a MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. a REFER TO SHEAR WALL SCHEDULE. 16d m 8' O.G. SOLE PLATE NAILING RIP 2x 1/2' SHEA PER PLAN NOTE: \FLOOR TRUSS SEE ARCH FOR PER PLAN FLASHING / REQUIREMENTS. / ANGER BY TRUSS SUPPLIER TRUSS PER PLANE EAM PER PLAN LUS24 HANGER BY TRUSS SUPPLIER BUMP -OUT DETAIL. A C3 WSWISxB SEE SIMPSON PRODUCT GUIDE FOR PORTAL INSTALLATION DETAILS BLOND I=LCCR RA1�'INC7 PLAN LSTA36 - HDR 4 SILL TO 3x BLOCKING. 8 ___TYP. 2 PLACES) 82.0 COPYRIGHT 2015 Landmark Design Inc. ALL RIGHTS RESERVED /4"= I'—O" NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 4090. - 609e BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40916, BORING 6090. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. PT POST W/ CAP 4 10 BASE Z C7 Ch 00 0 M �00 �♦� ♦�• F A -0 y Q �� 00 W1 N� O.. �x a, 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2M-2482-2L Date: 8-7-23 r'1 WSW._ SEE SIMPSON PRODUCT GUIDE FOR PORTAL INSTALLATION DETAILS (TYP. OF 2) SHEATHING SECOND FLOOR FRAMING PLAN ELEV "B" � a - C4 C4 I0UNA7I0N FI.AN I.X ATI0N IIAII IIBII 1/4"=1'-0" SEE SIMPSON PRODl1Ct GUIDE FOR SHEATHING PORTAL INSTALLATION DETAILS (TYP. OF 2) 5CON� r-L-OO RA�4 I N6 FL.AN ''All 1/4"=1'-O" I I X TYP. DEN w I 9' CLG. %IR fK I I 36'X 6' MIN. 16 I I I LANDING I I I I 2X6 COFFERED CLG. LN I I STEP 13V MIN. SOLID CORE SELF CLOSING WOOD/STEEL DOOR • OR 20 MIN. RATED ENTRY 1 GARAGE USE 1/2' GW5 ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 0 SINK 0 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS 6® 6 AND BEAMS IN 1/2' GW5 QwflR. E.F. POST 9' CLG. 0 2/Ox5/O FX I COVERED PORCH CONC. 8 x 8/0 O.H. DOOR 8' - 3' 16/0 x 5/0 O.H. DOOR 16'-3' R.O. — — — — — —— — JSVI&X& STRONGWALL EE SIMf ISON PRODUCT GUIDE FOR 'CRTAL INSTALLATION DETAILS OF 2) '-6'L. 8'-0' 2'-1' 16'-0' 1'-1i' 29'-3' 4'-3' 40'-0' �4A I N LO® LAN L VA7I ON ''All II15II 1/4"=1'-0" GARAGE: 5aO SQ . IT . Z •� ICI 00 c, E 00 ®WW1 v •�• F Z °° Nlela z00 In N� O .. �x a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: I L2M-2482-2L Date: 8-1-23 HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. R31S.1 FRONT F-LF-VATION 5/4x5 BAND BD. ATOP SLAB ® FRONT 4 REAR PORCHES Al FLASHING 'T POST LU/ GAP (TYP OF 2) &X6 PT POST IF LESS THAN 5' FROM PROPERTY LINE (SEE DETAIL SHT 5) 12 12 = "IRR _00 000 000100 MEMO PRONT ELEV,47ION 1/4"=1'-O" ■0 =1= 01mr— cm rKvuuc. i WIUI= t_VK INVERTED PORTAL INSTALLATION DETAILS ROOF FRAMING PLAN ELEVATION "A" 1/4"=1'-O" u 5/4x8 BAND BD. ATOP SLAB s FRONT 4 REAR PORCHES W/ FLASHING Z v T� M °y z ♦♦♦ E yN E O � -ON A gym z 00 00 A N� O.. �x a r 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2482-2L Date: 8-1-23 ROOF FRAMING PLAN ELEVATION "B" /4"=1'-O" IF DE0 36' IGH GUARD RAIL W/ 2 2 PICKETS tv 4' O.C. REQ11RED IF GREATER THAN 30' FROM DECK FF. TO GRADE COY'D DECK 5/4x6 CEDAR DECKING NOTE: HAND DRIVE NAILS AND USE EXTERIOR DECK SCREWS ONLY ON DECKING NOTE: HAND DRIVE AILS AND USE EXTERIO DECK SCREWS ONLY ON MECKING 0 on COY'D DECK 5/4x6 CEDAR DECKING FLOOR PLAN 'ER FLAN RAF' FLASHINCs Z BOARD cn 0% m Cq cn LST4 BEA RIM RATED ,SIMPSON TYPE JOIST I JOIST PER 2x PT LEDGEF ROWS LEDGERLOK SCREWS 16' O.G. I I JOIST iUBFLOOR IST PER PLAN =D WALL (BEAM a SIM.) FRA1�IING CONNECTION DECK W/ MFG. FLOOR JST (PERPINDICULER) POUNDATION PLAN CONT. HANDRAIL 34'-M' ABOVE TREAD NOSING. / I' PT RISERS / P.T. 2X12 TREADS TO STRIA HL 35 ANGLE SUPPORT TYPICAL STAIR STAIR NOTES: • MAXIMUM RISE TO BE -1-3/4'. • MINIMUM RUN TO BE Im'. • MINIIMUM STAIR WIDTH TO BE 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSINCs AND MUST EXTEND BEYOND BOTTOM TREAD. • 14AM:iGRIP PORTION OF HANDRAIL SHALL BE DECK JOISTS PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2XI2 P.T. STRINGERS DETAIL AND NOTES EAR ELEVA71ON INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. 0 4X P.T. POST W1 36' HIGH RAILING PER IRC 'SIMPSON' LUS T ❑ TYPE JOIST HANGER %'X6' DECKING 2X T. 4X P.T. 2x6 DECK JOIST VIM 16' O.C. 2x PT LEDGER w/ (2) ROWS LEDGERLOK SCREWS 16' O.G. FRONT RAILING TO BE PAINTED REAR TO BE CEDAR 2x6 SUNWOOD TOP RAILING BAND BOTH SIDES TOP AND BOTTOM Ix3 FRONT DECK Ix4 REAR DECK 24x36" PICKETS SPACED SUCH THAT A 4" SPHERE CANNOT PASS THRU. (IRC 3122) RILING 1:;)ETAIL FRAMING DECK DETAIL W1 MFG. FLOOR JST (PERPIND ICULER) ID RIM JOIST ' SUBFLOOR OIST PER PLAN 2x FRAMED WALL CREAM SIM.) Z °0 c, CM 00 °&. z a CD ♦♦♦ E yN E 2ON ♦ Wv .�• 14 A gym oo V moo N� o x .. �a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2482 Date: 12 /4" =1'-O" /4" =1'-O" GARAGE USE 1/2' GWB ON ALL WARM AN STRUCTURAL WALLS. (1) LAYER 5/&' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB NO DUCT OPENING IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. It -Ion v Aln nL nnnsP rpn 311/2' X 12' 0 x LSTA36 - WDR t SILL B TO 3x BLOCKING; 52.0 (TYP. 2 PLACES) WSWNBXIB STRONGWALL—x SEE SIMPSON PRODUCT GUIDE FOR PORTAL INSTALLATION DETAILS DYER P PORCHI a CONC. -----I----E-- 3'-3' 19'-3' L.00R FL.AN 1/4"=1'-O" COVERED PORCH: 9-15F WSWNSXIB STRONGWALL-r-1 SEE SIMPSON PRODUCT GUIDE F PORTAL INSTALLATION DETAILS RA�4 I I C7 1/4"=1'-O" MINIS 0 X It 4X PT POST W/ PCZ CAP45ASE INVERTED FLANI� WSWHBXIB STRONGWA SEE SIMPSON PRODL CURB HEIGHT t POR1 INSTALLATION DETAII (TYP. OF 2) W/ FLASHIN& e X 4X6 PT POST W/ LPCZ CAP- (TYP OF 2) r-OUNflATION PLAN 1/4"=1'-O" n Z v T� M °y z ♦♦♦ E yN E O � SON A gym z 00 yn CA z00 N� O.. �x a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2482 Date: 8-1-23 13 LEFT ELEVATION LEr-7 ELEVA71 ON, 1/4" =1'-O" HOUSE NUMBERS TO BE VISIBLE E LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH E A MIN. STROKE WIDTH OF 1/2' PER SEC. R319.1 E:L�iE!\/A7 ON 11511 No No No No WTI ■■I■■ N E:LE\/A7 ON ''All 12 'I 7.001 FizONi ELEVATION 12 010101- MIN 0- 001- Mal10101— 001MIN 001-10 l FRONT ELEVATION 0■ 5/4x8 BAND BD. ATOP SLAB a FRONT 4 REAR PORCHES A/ FLASHIN6 12 \' I "I C 5/4x8 BAND BD. ATOP SLAB a FRONT 4 REAR PORCHES W/ FLASHIN6 i--T_ _0 IL O== OL 0ekIj Wow _ Z T� ® V 3 COO.) x� w w_ A .;. z M 0 V] N a000 A zton gyN a N N m w � Z O 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2482-3L Date: 11-20-23 G- 4" U �LOOR I.AN L X A71 ON IIA II 1/4" =1'-0" 5' -3' 0 0 EGRESS �%rm GUEST SUITE - I �9' cLG. 0 cr iW,,'BATH .. CFM , i • Z" M N Z" 1 _ N 4'-2- I I I I IX I I s I St P I ' MIN. SOLID ORE SELF CLOSI Cs R 20 MIN. RATED 40 I I ENTRY I 40 GARAGE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE SI 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS 6® POT AND BEAMS IN 1/2' GWB QwflR° EF. 9' GLG. 0 2/Ox5/O FX COVERED PORCH - CONC. 8 x 8/0 O.H. DOOR 8'-3' O. 16/0 x 8/0 O.H. DOOR 16'-3R.O. — — — — — — — — 2V-3' 4'-3' ie 6'-6' MAIN FLOOR PLAN ELEVATION "A" 8 "B" MAIN FLOOR: 125al 50. r—T. UPPER r—LOOR: 15"14 50. fT. TOTAL : 2655 50. FT. GARAGE: Fla 50. r-T . r-RON7 PORCH: 52 50. FT. REAR PORCH: 20rt 50. r-T. GENERAL NOTES: I. ALL WORK TO BE IN CONFORMANCE WITH 2O18 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. I. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 6. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - TO BE INSTALLED PER SEC R3143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE IINSN,DIIVIDUAL UNIT. Ko�C :;SMOKE ALARM -CARBON MONOXIDE COMBO. `C 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2018 IRC 4 WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303B2. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES Iro. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEETNO.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 16. CAVITIES WITHIN COMERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2016 WSEC TABLE R402.4.1.1. Z V 3 w w� A .;. z M Eg0 ♦ �00 N 00 A z gyN za ton N m w 4d& Z O 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: I L2M-2482-3L Date: 11-20-23 G-2 UFFER fL-00 LAN L X A710N 11511 1/4"=1'—O" FOUNDATION PLAN ELEVATION "A" & "B" Z T� ® V 3 COO.) x� w w_ A .;. z M 0 V] N a000 A zton gyN a N N m w 4d& Z O 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2482-3L Date: 11-20-23 G-3 a WSWI8XB STRONGWALL SEE SIMPSON PRODUCT GUIDE FOR PORTAL INSTALLATION DETAILS (TYP. OF 2) MATCH ROOF SHEATHING t—t=K LA= I AIL A/J 5 CON ILO® AI' I I I 6 LAN L X 111511 1/4"=1'-O" SEE SIMPSON PRODUCT GUIDE FOR SHEATHING PORTAL INSTALLATION DETAILS (TYP. OF 2) 5 C,ON fL00 f AI' I I I O LAN L X ''All 1/41I= 1'-011 Z ® 3 w w_ A .;. z M 0 V] N a0 00 A zton gyN a N N m w 4d& Z O 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2482-3L Date: 11-20-23 G-4 .X& PT POST W1 PCZ CAP (TYP OF 2) &X6 PT POST IF LESS THAN 5' FROM PROPERTY LINE (SEE DETAIL SHT 5) OOr- r—RA I I I VY& FLAN L X AX ON II II 1/4"=1'-O" Mt: Dint-OUN rKULuUc.i (SUlVt t-UK INVERTED PORTAL INSTALLATION DETAILS OO r—RA ' I I NOFLAN L X A7I O N ''All 1/4"=1'-O" Z ® 3 w w_ A .;. z M 0 V] N 00 a0 A �j z gyN z a ton N CD w 4d& Z O 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2482-3L Date: 11-20-23 G-5 GENE SAL STF;�UCTUF;�AL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 P5F (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 P5F (RESIDENTIAL) 60 P5F (DECKS) DEAD LOAD 10 P5F WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, Kn = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Ss = 1.5 - IBC FIGURE 1613.30) 61* 1.0, IE = 1.0, R=6.5 CS = 0.154 INSPECT IONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 P5F BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM I'-&" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/251,, ±1.55a BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2 ". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-(0" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS PROTECTION 11/2 u 11/2 (05 AND SMALLER) 2" (06 AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 OR BETTER POSTS 1DF*2 OR BETTER 2x FRAMING HF*2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA Ul. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F-V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2;600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO.08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2" DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING- ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d a 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d a 8" O.C. SPEAR WALL5: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING l24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF ad 61 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF NOT -DIPPED ZING -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' L5TA24 CONNECTOR UN.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL A55UME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 1(o. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO T"5 SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD. GENERAL CONSTRUCTION NOTES: ALL CONSTRICTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SHEAR WALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX Sd G 6" O.C. 11/8" s 60" O.C. QaII = 230 PLF OR 055 1/2" CDX ad 4" O.C. 5,8" 32" O.C. Qall = 350 PLF OR 055 1/2" CDX Sd 3" O.C. No" 16" O.C. QaII = 450 PLF C OR 055 USE 3x STUDS AT ABUTTING PANEL EDGES STAGGER NAILS 1/2" CDX ad 2" O.C. No" a 1(o" O.C. QaII = 600 PLF OR 055 USE 3x STUDS AT ALL PANEL EDGES STAGGER NAILS NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE 5TAINLE55 STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH AF4PA SDPWS TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d @ 12" O.C. STAGGERED. MSTC40 HOLDOWN. ALIGN WITH EMBEDDED STHD TYPE HOLDOWN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE UND. FINISH 16d a 16" O.C. SOLE PLATE NAILING. �3i4' SUBFLOOR (3) Ed JOIST -TO -TOP PLATE UNA. MAINTAIN 4CMIK I1/2" END DISTANCE. 2 x 6 STUD ® 16" OZ. USE -DBL STUD a ENDS OF SHEAR WALLS 4 HOLDOWNS. 6' .0" 2x PT SILL w/ sks" OANCHOR MAX. —BOLT 4 3" x 3" x 1/4" WASHER AT V-0" O.C. UNA. (ALT. MASA a 48" O.C) STHD TYPE 14OLDOU N PER PLAN. -04 BAR a 10" O.G. - HORIX. (36" 04 BAR 9 I6" O.C. - VERT. FINISH GRADE 04 BAR CONTINUOUS r (TYP OF 2) D p p D � 8" r2"� CRIPPLE WALL WITIH BACKFILL FOUNDATION ��.O SCALE: 340 = I' -ON OPTION A = 588 SQ FT of 4x12 A = 588 SQ FT 4x12 V STEM WALL 1-4 2'-0" 4 4 a all ° ° a 2 MAX /—, MAX. CONTINUOUS FTG._/ MINIMUM REINFORCEMENt r.� 1 STEPPED FOOTING DETAIL s10 WALE: 340 - r-ON LSTA36 - HDR SILL T/1 •J.. fll MLI�V_ (TYR 2 PLACES) H a ° Z N W O LL W ADD 04 BAR FOR J � STEPS EXCEEDING 2'. V -4 d) cn Ll � a� a� 4D tw w``^^ 0 U r� U cd In LSTA36 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) LSTA30 - BEAM D D TO TOP PLATE 4x10 5Vzx135GLIB LSTA36 - HDR 4 SILL tu TO 3x BLOCKING. q (TY4R 2 PLACES) v 3y x 165 GLB _ B 3V x S GLB B _�_HTS20 - BEAM �1 TO TOP PLATE II A S�II MAIN FLOOR vz A = 1,066 SQ FT e 4x10 ALU LLI A = 381 SQ FT 51/1 x 15 GLB _ _ 13/4x18LVL x12GLB WSWNIS x 8 STROWAIALL. SEE WSWH18 x 8 STRONGWALL. SEE WSWHIS x 8 STRONGWALL. SEE OD SIMPSON PRUCT GUIDE SIMPSON PRODUCT GUIDE SIMPSON PRODUCT GUIDE FOR PORTAL INSTALLATION. FOR PORTAL INSTALLATION. FOR PORTAL INSTALLATION. (TYP. OF 2) (TYP. OF 2) (TYP. OF 2) 0 0 t- �o A ^� I m co r-1 0 co �v U a b a cQ 0 cq w cq cq COP,I'RIGHT 2023, SEGA ENGINEERS I JOB sag-0 53 GiENE,4L 5fiUCfiU,4L NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) 60 PSF (DECKS) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, Kz, = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D So = 1.5 - IBC FIGURE 1613.30) 506 = 1.0, I E = 1.0, R = 6.5 CS = 0.154 INSPECT IONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM I'-&" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2°ro ±1.55a BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2 ". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = (60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS PROTECTION 1 I/2 u 11/2" (05 AND SMALLER) 2" (06 AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE - BEAMS DF*2 OR BETTER POSTS DF*2 OR BETTER 2x FRAMING HF*2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM b" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F-V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2;600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO.08615-R BEARING LENGTH SHALL NOT BE LESS THAN 1112" DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-O" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d a 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d a 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF ad G b" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d G 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR UN.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.G. AT ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 112" RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SHEAR WALL SGNEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1�2" CDX ad a 6" O.C. 5i8" s 60" O.C. Qall = 230 PLF OR 055 1/2" CDX ad 4s 4" O.C. 1/8" 9 32" O.C. Qall = 350 PLF OR 055 CDX ad 61 3" O.C. NO" a 16" O.C. QaI1 = 450 PLF OR 055 USE 3x STUDS AT ABUTTING PANEL EDGES STAGGER NAILS 1/2" CDX ad s 2" O.C. 5i8" a 1(0" O.C. Qall = 600 PLF OR 055 USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS NOTES 1) ALL WALLS DESIGNATED" Dll ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF NOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH AF4PA SDPWS TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH Ibd @ 12" O.C. STAGGERED. MSTC40 NOLDOWN. ALIGN WITH EMBEDDED STND TYPE HOLDOWN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE URO. Ibd s 16" O.C. SOLE PLATE NAILIWs. �3/4" SUBFLOOR (3) Sd JOIST -TO -TOP PLATE U.N.O. MAINTAIN MIN. Iiz" END DISTANCE. 2 x 6 STUD ® 16" O:C. USE -DBL STUD a ENDS OF SHEAR WALLS 4 HOLDOWNS. 2x PT SILL w/ %%ANCHOR MAx _BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" O.G. U.N.O. (ALT. MASA ® 48" O.C) STND TYPE HOLDOWN PER PLAN. -04 BAR a 10" O.C. - HORIZ. (36" 04 MBAR I6" O.C. - VERT. FINISH GRADE 04 BAR CONTINUOUS (IS" IN ) (TYP OF 2) D D G 4 D � 811 2 CRIPPLE WALL WITIH BACKFILL FOUNDATION 81.0 SCALE: 34" = I'-O, OPTION xi CA A = 588 SQ FT o� 4x12 A = 588 SQ FT 4x12 CONTINUOUS FTG. REINFORCEMENT V STEM WALL a 4�a ADD 04 f BAR FOR a STEPS EXCEEDING 2'. a a 2 MAX. MAX. MINIMUM 1 STEPPED FOOTING DETAIL $I-O SCALE: 34" ■ P-0' LSTA36 - MR 4 SILL LSTA36 - HDR 4 SILL TO 3x BLOCKING. A30 - BEAM TOP PLATE 51/2 x 13B GLIB 1 QTA2L I lrlm ! All 1 H z N OL O Q w w U- w � U q d) cn Ll � W U� ill � ill II S�II v ° Q WSWNIS x 8 STROWAIALL. SEE WSWN18 x 8 STRONGWALL. SEE WSWNIS x 8 STRONGWALL. SEE SIMPSON PRODUCT GUIDE SIMPwN PRODUCT GUIDE SIMPSON PRODUCT GUIDE FOR PORTAL INSTALLATION. FOR PORTAL NSTALLATION. FOR PORTAL INSTALLATION. (TYP. OF 2) (TYP. OF 2) (TYP. OF 2) 0 0 r•l 0 o 0 a 0 a ,m W 0 b a 0 M r- �o A ^' i pw m Cc r-1 .m M PLO b a cq 0 cQ w rn cq cq GOP,I'RIGHT 2023, SEGA ENGINEERS I JOB 09-0 53 id J 1'/2" RATED SHEATHING Sd a 6" O.C. 16d 0 IV' O.C. SOLE (41, O.G.'s SIM.)- 1'/2" RATED SHEATHING w/ NOTE: PLATE NAILING. ~ 8d tv 4" O.C. TO FRAMING TRUSS TO DEVELOP = N STAGGERED SHEATHING CAPACITY OF CONNECTOR SUBFLOOR PER PLAN N ul PER PLAN. EXTEND OVER H1 FRAMING ANCHOR TRUSS PER PLAN 2x CONTINUOUS RIBBON (3) Sd JOIST -TO -TOP `f) 2x VENTED BLOCKING. PLATE U.N.O. MAINTAIN EACH TRUSS. USE HIOA-2 MIN. 11�2 ENp DISTANCE. Sd @ 6" O.C. AT DBL TRUSS. GABLE END TRUSS. 1 DBL 2x TOP PLATE. MSTC HOEDOWN j ui w (BEAM AT SIM.) STRAP PER PLAN U N A35 6 46" O.C. Q DBL 2x TOP PLATE. LAP (USE 24" O.C. At SIM.) SHEATHING 4 NAILING PER PLAN. 2x VENTED BLOCKING, TRUSS PER PLAN 4' SPLICE -0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER SPLICE TO OCCUR ON COMMON END NAIL TO TRUSS DBL 2x TOP PLATE. LAP SPLICE OR tv 48" CONNECTOR STRAP O.G. SECURE w/ PER PLAN. MEMBER OR BLOCKING EACH ENE) w/ (2) ed. \_4'-O" MIN. 4 NAIL w/ 16d 4" O.C. 16d o 6" O.C. STAGGERED. A34 EACH END. NOTE: STAGGERED. AIDE) LStA24 TO INSTALL CONNECTOR PRIOR FLOOR TRUSS WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING I PER PLAN PER PLAN OR SCHEDULE. PER PLAN OR SHEAR 1 2x FRAMING PER PLAN. 2x STUD (NOT SIM) TO PLACING COMMON TRUSSES 2x FRAMING PER PLAN. SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADER SIM.) (BEAM SIMJ 2x DBL TOP PLATE. LAP SPLICE a o -N MEMBER OR BLOCKING 4'-0" MIN. 4 NAIL w/ 16d s 4" .� o O.C. STAGGERED. w � an o 1 TIFICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING GABLE END 3 DRAG STRUT CONNECTION TYPICAL FLOOR FRAMING CONNECTION a S2 0 SCALE: I" = I'-0" S2.(d SCALE: I" = 1'-0" 52.0 SCALE: I" = I'-0" S2 0 SCALE: 1" = I'-0" m Q 1/2" RATED SHEATHING 16d 8" O.C. SOLE FLOOR TRUSS PER PLAN 4 NAILING PER PLAN. PLATE NAILING. (3) 16d TO TRUSS WEB (TYP.) /�5UBFLOOR PER PLAN DBL 2x TOP PLATE A 1/2" SHEATHING w/ Sd Sd 's 4" O.C. 2x CONTINUOUS SUBFLOOR PER PLAN co a (o" O.C. EDGE NAILING. 2x FRAMING w/ (3) co RIBBON 16d 8" O.C. SOLE ------------ '� '" SHEATHING 4 NAILING PER PLATE NAILING NDR PER PLAN. (NOT 's MANF PANEL) 16d TO TRUSS WEB PLAN OR SCHEDULE �I Sd 6 O.C. UNO - - - - .., rn a I i I 3�4 a SUBFEOOR . . .---`------+--------------y --+i --` -- - ,d - r - - 3x BLOCKING. EXTEND a • EXTEND SHEATHING LI,_0„ � �� l2) BAYS (24 MINIMUM) OVER END TRUSS r P� w MSTC HOEDOWN � i OR t0 CORNER `J � �- — — — — PER PLAN ITYP) Ii2" SHEATHING INFIEE BLOCKING w/ 2x FRAMING PER PLAN. TRIMMER STUD(S) �--0 cq cq Sd 6" O.G. EDGE NAILING OR (BEAM At SIM) FLOOR TRUSS PER PLAN JOIST PER PLAN I MANUFACTURED BLOCKING PANEL. KING STUD 16d IT 4" O.C. i BEAM OR EN BEAM PER PLAN. D TRUSS SHEATHING 4 NAILING PER PER PLAN PLAN OR SCHEDULE. 'I 1/2" RATED SHEATHING 4 5 FLOOR FRAMING INTERIOR 5HEAR WALL 5HEAR WALL FRAMING AT BEAM 5HEAR WALL FRAMING AT FLU5H BEAM LSTA STRAP PER NAILING PER SCHEDULE. S2 m SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" S2 (d SCALE: I" = I'-0" \11,PLAN (tYP). i 2x SILL PLATE I SHEATHING 4 NAILING PER PLAN. i SPLICE TO OCCUR ON COMMMON i MEMBER OR BLOCKING t -- --' Sd a 411 O.C. 16d 4" O.C. SOLE ----T----- r----------------; �----- SHEATHING 4 NAILING PER PLAN. 16d 8" O.C. SOLE I PLATE NAILING. 'I i2 SHEATHING SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING PLATE NAILING 16d 8 O.C. SOLE NOTE: 2x BLOCKING AS REQ'D SHEATHING 4 NAILING PER PLATE NAILING. 3x BLOCKING SUBFLOOR PER PLAN(tYP) PLAN OR SCHEDULE SEE ARCH FOR SUBFLOOR PER PLAN 8d 's 4" O.C. ad 9 b" O.C. UNO FLASHING REQ'TS 2x BLOCKING w/ 16d 9 4" O.C. SUBFLOOR PER PLAN 8 5HEAR WALL FORCE TRANSFER DETAIL 2x BLOCKING w/ 16d 's 8" O.C. TRUSS PER PLAN 1/2" SHEATHING MSTC HOEDOWN PER PLAN NOTE: FLOOR TRUSS FLOOR TRUSS SEE ARCH FOR FLASHING PER PLAN PER PLAN REQUIREMENTS. � MSTC HOEDOWN 2x BLOCKING w/ (3) 8d TRUSS OR RAFTER FLOOR TRUSS PER PLAN STRAP PER PLAN HANGER BY TRUSS SUPPLIER Sd 6 O.C. TOE -NAIL TO 4x BEAM 4 LUS HANGER BY BEAM PER PLAN BEAM OR GIRDER HANGER BY TRUSS SUPPLIER LUS24 HANGER BY TRUSS PER PLAN SUBFLOOR PER PLAN (2) 8d TO JOISTS. TRUSS SUPPLIER TRUSS SUPPLIER JOIST PER PLAN BEAM PER PLAN 9 FLOOR FRAMING CONNECTION BEAM 10 FLOOR FRAMING CONNECTION FLUSH BEAM 11 SHEAR uJALL FRAMING AT FLUSH -I REAM 2x4 wl (8) lrod At BEAM PLICE. s2 m SCALE: I" = r-0" s2 m scALE: r' = I'-0" s2 m SCALE: I" = I'-0" 2x4 GUSSET EA (NOT A METAL CAP) 0Z q SIDE wl (8) 16d NOTE: WSWH SHEAR BRACE PER PLAN (ALT. METAL CAP) 16d 16 O.C. SOLE SEE SIMPSON PRODUCT GUIDE FOR HVY HEX NUT BELOW ANCHOR 4x4 Pt POST 2x STUD PER PLAN. USE DBE 2x STUD PER PLAN. USE MINIMUM PLATE NAILING. BOLT SPACER (TYP) (4x6 AT SPLICE) SHEATHING 4 NAILING PER STUD AT ENE) OF SHEAR WALLS (2) 2x STUD 6 ENDS OF SHEAR CURB HEIGHT, ANCHOR LOCATION 4 ++ + PLAN OR SCHEDULE 4 HOLDOWNS. SEE SHEAR WALL WALLS 4 HOEDOWNS. SEE SHEAR 3/4" SHEATHING WSWH PANEL INSTALLATION. 03 = TIE MAB ANCHOR 1S„ :z SCHEDULE FOR 3x STUDS. WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x1�4" 21�s" VERIFY CURB HEIGHT (ALT. A34 ANCHOR , 2x Pt SILL w/ ANCHOR BOLL WASHER SEE SCHEDULE FOR TWO SIDES) MIN. 4 11 3" x 3" x 1/4 WASHER PER SEE PLAN FOR TOP OF SHEATHING I NAILING PER SIZE 4 SPACING.USE Ns"O AT FINISH GRADE a 12 �l PLAN OR SCHEDULE. CONCRETE At SIMILAR PLAN. SPLICE t0 OCCUR PORTED COUPLER COMPATIBLE FTG PER PLAN D ° MIN. ON COMMON MEMBER 60 O.C. U.N.O. � ° USE 5/s4 a 60" O.C. MIN. 4" SLAB ON GRADE OVER OR BLOCKING. 2x Pt SILL w/ AI93 51 ROD AS REQ'D. +�4' BAR 24" O.C. - VERTICAL j � FINISH GRADE o D MIN. 6 MIL VAPOR BARRIER #4 AR - NORIZ. 1" m THREADED ROD ANCHOR, 6" MIN j " �° 6" MIN. (NOT 's S.0,G.) I GRADE A1B3 51-\ i CONTINUOUS FTG BEYOND. 12 FLOOR FRAMING AT CRAWL 5PACE ' FINISH GRADE OR i FINISH GRADE 12 MAX. STND HOEDOWN PER PLAN. SLAB ON GRADE '! (S.O.G. is SIM.) i - s2.m SCALE: I" = I'-0" #4' BAR's 24" O.C. - VERT. _ 0`4 x 30" BAR OVER DBL HVY # STHD HOEDOWN 4 BAR - HORIZ. PER PLAN 1'-2" �+ j HEX NUT 4 WASHER ASSEMBLY #4 !BAR tv 24" O.C. - VERTICAL I'-6i' MIN a 1-6 MIN. 2 -6 MAX. 04 BAR CONTINUOUS, D ° P ° — b" MIN. D D 8" 04 BAR CONT. 8Lol 1'-4" 1_43'-5" 2, 13 FOUNDATION AT 5LA8 ON GRADE FOUNDATION AT CRAWL 5PACE 15 FOUNDATION AT W&U 5HEAR FANEL 8 o SCALE: I" = I'-0" S20 SCALE: I" = I'-0" 8 D SCALE: I" = I'-0" C0f=''RIGNT 2022, SEGA ENGINEERS JOB 09-059