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Building Plans; < 5 OR MORE < 5 OR MORE ; IF s w 0 iQ � 0 e in E 1'-2' 4/0x4/ XO S 6/ x4/O XO 6/0x4 0 XO (EGRESS) (EGRESS) 4 ' STAND :INGOAKING ``� S EF. 50 CFM 0 I MASTER BATH I BEDROOM 4 8' CLG. MASTER BEDROOM VAULTED CLG. O 0 e 'o 0 RtS S.D. WALK IN 110V GFM 0� CLOSET i (i ® BP ® BP 50 �' �,G S.D. 0S L RtB----- PAIR - - - - - RtS - - - - - 110V 0 o 8'-2' Q S 95 W/ CAP OC42' WALLMIN. OR OPT. 3u3� BEDROOM 2 I I MAX BTU I UL E 38, 53 HR RAIL'G a') D 1I 8' CLG. ME C M PER IRC M w I FURN i'-10' 3'' � 11-8 _ CFM OD BP i 0 W �m ®BP � m 0 110 )k r `'' r AV LINEN N `r OPT. 2-SINKS - �3'-3 - cn S.D. 0 5ATH CLOT. SET _FLAT CLG. LINE_ -' 11 -4 4 2 -2 j D -5 i -6 _0 3:cn CA d) 0 EF, � - � PLAYROOM HIP PANASONIG I 110V WHISPER QUIET LIN. OFT. BEDROOM 5 ICONTINUOIUS I ( 5 CFM CAB. CLG. EXHAUST FAN Oil Ar- OPTIONAL EQUAL R46 \ OFFERED CLG. - - - - - - - 4/04/0 FX I \ BEDROOM 3 -^ (EGRESS), YAULTfD WALK IN N I CLOSET i (X XO A I I r 4 I © s I 6/0x4/6 � I 4/0x2/ FX (EGRESS) 5/Ox /0 XO 3'-0' 3'-0' 6'-0' 6'-0' 3'-gj' 4'-3' 14' -0' 6' -0' Ir 12' -0' 11 8' -0' UPPER �LOOR PLAN 2X STUD WALL / CONC WALL 2-1/4' 95 X 5' LAG SCREWS A STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIMPSON VGC ADHESIVE • CONC WALL I6 GA STEEL STRAPPING A�pND WATER HEATER W TI I-IIN THE UPPER < LOWER ONE-THIRD OF THE APPL. t A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB A BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED e CONC WALL I6 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER t LOWER ONE-THIRD OF THE APPL. t A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT 1/4 11= 11-0 11 INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 1 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. HVA , UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 9.5 HEAT PUMP TO BE MODEL CARRIER 25VNA62450030 r co GENERAL NOTES: 1. 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 < 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. =SMOKE ALARM -CARBON MONOXIDE COMBO. C rJ- HEAL PUMP 4/0 4/6 XO XO MIN.3 'X36' LAN ING Wox8/ SGD S.G. DEI \/ /\ Z" NOOK BUILT IN +� SINK D/W KITCHEN 9' CLG• 1-4' 9 CLG. GREAT ROOM 9' CLG. RANGE F. 100 CFM METAL FIREPLACE `r (� 0 V. MIN V.T.O S. I INSTALL PER MFR UU.., EATING I SPECS. PROVIDE 6' q I 0 _W-UNTER _ J SQ. IN. OUTSIDE AIR I 26' � - � 6'-0 � 1 ' 3'-8' 2'-2' 4'-51' 12'-6' `� J RE E I 8 I 3/10x8/O C.O. - - - - OPTIONAL 2X6 WALL � BUILT IN , ``i 2X6 42' wALL 0 25 /Sx8/0 G.O WALL W/ CAP - co PANTRY C T.H. 1 T N 5138' S 1 I G. UP 1IR CA O ct► 3'-6' 5'-0' '_ ' X M DINING ROOM 3, x Z3:/%x8%0cct> © ACF9ES 3 -5 m E ST' MUD RM AIR L `r TECTION 9' GLG. PwDR L 1 R R302.1 Q I ® 9 0o LECTRIC WATER HWH HEATER WITH O C INTEGRATED HEAT PUMP TIER III _ _O_PT. _ _ _ r 3' NEAR SPEC, CLOSET \ 6 e 13/al MIN. SOLID CORE MODEL RHEEM SELF CLOS NG PROP1450 WOOD,St D OR HI IMPACT ORL 20 MIN. RAT D BARRIER 110V \ N Y- I N S.D. 2'-2j' 5'-7j'01 L 4 DEN I X6 - ' l?T. 1 OPT. BEDROOM 6 I x ' G R GE - N CLG. I (4�t USE 1/2' TYPE 'X' GWB ON ALL WARM AND N 1/0x5/Q STRUCTURAL WALLS. (1) LAYER 5/8' TYPE - - - - - - - FX SCE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS (EGRESS) C4 AND BEAMS IN 1/2' TYPE 'X' GWB 6/0x /0 OX NO DUCT OPENINGS IDUCTS IN GARAGE. WALL LINE 0 COVIIERED PORCH b THROUGH CLG OR - - - 45OYE WALL COMMON TO HOUSE, ' ') ' TH CK CONC. SLAB SLOPE TO DRAIN MIN. 26 GAGE STEEL. H o H I_-7 6 6 HEAT DETECTOR zvx:508 INTERCONNECTED T I 0 S� O c4 .O 0,� AOs PER 31423� a 3 �6 �S LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN IB INCHES FROM TOP OF THRESHOLD. (R3113.1) 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR E OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2015 IRC t WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403.53. 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 t0 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 t0 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 16/Ox8/O O.H. DOOR BLUE 18 AWG TRACER WIRE REQUIRED AT NON- 10'-0' 10'-0' METAL WATER SERVICE (PING PER UPC 604.9. 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 WR TIMER, READILY ACCESSIBLE d WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4BI THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET00.668mm) 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 M1502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 16. 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 2016 WSEC TABLE R402.4.1.1. WHOLE HOUSE VENTILATION - *REFER t0 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 t0 BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. MAIN FLOOR PLAN MAIN FLOOR 15C � 50. �T. UPPER FLOOR 1602 50. �T. TOTAL 2416cl 50. fT. GARAGE .4 5a 50. fT . FRONT PORCH 115 150. FT. UTILITY ROOM NOTES/MAKE UP Al PER IRC G2439 I. 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 G24391B. 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 G243CJB. 1= 7 = 100 SQ INCH TRANSFER GRILL it ® 0% V1 Woo �•� z A M E g ♦�♦ ,�// W wGo �?2 • DC4 C4 N 00 A za gyN N N 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: 2 978 Date: -1-14-22 0j, i�OUNDATION PLAN I /4 11 = I 1-0 II 4' 0 SCHED. 40 STL. BOLLARD 4-3/8'X3' ANCHOR BOLTS - (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB 3/16 u —� 18'X18'X6' SIDE VIEW CONCRETE FOOTING 4-3/6'X3' ANCHOR BOLTS 8' (SIMPSON TITAN HD OR EQ) o 3/16 dJ it 1/2' X 8' X 6' 0 01 1 TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL MIN. 2' AIR SPACE 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04 BARS INTO GONG. SLAB a 18' O.G. 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 (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. 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. S. 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. -4 INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE E SPACING (SHT 51.0). 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 1361/150 =S.11 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION z T� ® V 3 w w_ A .;. z M 0 ♦ �00 N 00 A gyN z N N 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: 2 978 F_ Date: 1-14-22 14 VENTS IREQ'D J 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. !' 1 1 1 '% ROOF FRAMING NOTES: 1/4"=1'-O" ROOF VENTILATION CALCULATIONS 4 REQUIREMENTS 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 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. R8062 - 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 ROOF OVERFRAME NOTES: RC SEC RW23 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) SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB 6 CEILNG SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN TRUSS LENGTH VIEW "-- GWB a CEILNG SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCICNG PANELS w/ DRAFTSTOPPING GWB a CEILNG FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKNG PANELS w/ DRAFTSTOPPING TRUSS TOP VIEW a GARAGE WALL SCALE. 1/2' - P-V PRAT-TSTOPP I NG DETA I L I. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS t 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 PER IRC SEC. 502.112 AND 802.103 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 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. R8 -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. R606. ALL FRAMING TO COMPLY WITH IRC SEC R802. 6. a REFER TO SHEAR WALL SCHEDULE. MANUFACTURED TRUSSES MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON SITE AT TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE 3-2X6 UNDER GIM ABOVE FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS G 24' O.G. NAILED TOP E BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS E 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. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. a REFER TO SHEAR WALL SCHEDULE. UPPER ILOOR R MINIS FLAN 1/4"=1'-O" FONT. DBL. TOP PLATE e-10 RI&ID INSULATION SHADED AREA) 4X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER Hr=A=�ER/INSULATION nE7A1L NTS 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 # LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. a V 1 py4 A oNo h ♦ W ao 1.0� • D �o 00 A gyN N N 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: 2 978 Date: 1-14-22 v W/ IN 36' AF50 ROOF VENTS (50 60. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD V LPO FLAMEBLOCKO FIRE -RATED OSB SHEATHINGS VAPOR BARRIER FASTENED OVER THE SHEATHINGS USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EXTERIOR WALL COVERING 2x6 02 OF STUDS a 16' O.G. ATTACH STUDS TO TOP E 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 CROSS -BRACING POSITIONED AT MID -HEIGHT OF THE WALL. r1V TYPE 'X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/MIN, lv8' 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 ''i8' TYPE 'X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/MIN. 11V DRYWALL NAILS SPACED 6' 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 02 OF STUDS G 16' O.G. ATTACH STUDS TO TOP 4 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. 3(6' LPG FLAMEBLOCK® W/ PYROTITE SURFACE FACING OUT DESIGN: INTERTEK LPB/WA 60-01 EXTERIOR WALL COVERING: I. FIBER CEMENT BOARD 2. T1-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING NO SCALE W1 IN 3(o" MIN. 6xro PT POST Xe,' LP® FLAMEBLOCK® FIRE -RATED DSB SHEATHING DR a%' TYPE 'X' GWB SHEATHING: SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE AF50 ROOF VENTS (50 50. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN Wr,' SHEATHING EXTERIOR WALL COVERING PER PLAN STAIR NOTES: HANDRAIL TO BE PRESENT ON PER IRC R311.1 4' SPHERE SHALL ON AT LEAST ONE SIDE OF STAIR HANOGRIP PORTION OF HANDRAILS • STRINGERS TO 5E FIRE BLOCKED AT BOTH TOP AND NOT PASS THROUGH SHALL HAVE CIRCULAR CROSS SECTION BOTTOM. OF 11/4' MIN. t 2' MAX. EDGES SHALL HAVE • ALL USABLE SPACE UNDER STAIRS TO 5E I HOUR A MIN RADIUS OF �6'. .G. ALL REQUIRED GUARDRAILS TO BE 36' CONSTRUCTION. MIN. IN HEIGHT. • MAXIMUM RISE TO BE 1-3/4'. OPENINGS FOR REQUIRED GUARDS ON • MINIMUM RUN TO 5E 10'. THE SIDES OF STAIR TREADS SHALL NOT • MINIMUM HEAD HEIGHT TO 5E V-8'. ALLOW A SPHERE 4 INCHES (102mm) TO PASS TFROUGH. • MINIMUM STAIR WIDTH TO 5E 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF 3i4' MIN —I�i4' MAX TREAD NOSING AND MUST EXTEND BEYOND 50TTOM NOSING TREAD. r • PROVIDE GUARD RAILS AT LANDINGS MINIMUM 3V p � HIGH W/ CLEAR SPACE • HANDGRIP PORTION OF HANDRAIL SHALL 5E NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. • WINDING TREADS 10' MIN TIRE 6' SPHERE UNABLE `Q TO PASS THROUGH OPENING PER IRC R311.132.1 BELOW STAIR INSTALL V2' • SPIRAL STAIRS F Is GWB • CEILING, AND WALLS PROVIDE MIN 1 1/2' RUN • A POINT 12' �. FROM WHERE TREAD IS NARROWEST (3) 2X12 STRINGERS PER IRC R311.1.10.1 / / FIRE BLOCKING A MID -SPAN AND / / IN STUD WALLS ALOW% AND N LIFE CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. WITH STRINGERS IF AREA UNDER 2X4 THRUST BLOCK STAIRS IS UNFINISHED PICKETS PER IRC / ON OPEN SIDE INTERIOR j DECK I' PT RISERS JOISTS PER PLAN P.T. 2XI2 TREADS TO STRIP ' MIN. L EAVES E WALL WITHIN 5'-0' OF PROPERTY LINE EAVES WITHIN V-0' OF PROPERTY LINE PER IRC 302 E TABLE R302.1 PER IRC 302 # TABLE R302.1 H I HOUR �1RE-RE515TI\/E DETAILS J STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 4096. - 60% BORING IF DOUBLED # LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/6 INCH TO FACE OF STUD. COMI ON 1, ALL GALL ROOT PRO' W/ A 2x SCREEr VENT BLO 21/9' HOLE: PROVIDE INSULATIOI TO ENSUM AIR SPACI TYPICAL EXTERIC (2)2x6 TOP PLATE 2x6 STUDS 0 16' C 2x6 BOTTOM PLA' 1/2' SHT'G (APA R AIR BARRIER EXTERIOR SIDING R-21 INSULATION LL VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD D5L JST HU212 MTL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS EXTERIOR HL 35 ANGLE SUPPORT NO SCALE TYPICAL STAIR DETAIL AND NOTES PIPE 5/8 ° =1 I-O ° PEA GRAVEL FILL WRAP W/ FILTER FABRIC FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.11 • R302.12 1. 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. R3021. 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. I= OW= I -1oD IL 10 Q 0-1 Z N W Y 010 j I T_ z VD N w a° ❖ zM ♦ E Woo U "cc � 00 .•. v� CNI 00 A, e �N � � CU z •• !�a a 16- N N [Ai �I 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: 2978 Date: 1-14-22 UPPER FLOOR ELECTRICAL PLAN I/411= 11_On 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 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. XTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 1 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. MAIN FLOOR ELECTRICAL PLAN I/4"= I'-O" ELECTRICAL KEG' OVERHEAD CAN OUTLET DUPLEX OUTLET 4n, 220V OUTLET & COMBO. EXT. FAN (VTOS) t LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. e 110 V W/ BATTERY C BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS MC Y GAS OUTLET T HOSE BIBS 4 EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED e H PER 31423 (GARAGE) CHARGER V (ELECTRICVEHICLE) ONE PER DWELLING PER SEC R335 IRC z ®a W w 00 A 4% z M L ♦♦♦ E � 00 1.0 •e• y 00 A �y� da L N N .r ♦ C4 i P 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: 2978 Date: 1-14-22 I� L,J ®O IRA I I `C7 L.AN 1/4"=1'-O" L FLOOR �RAMING PLAN fOUNAi 1 ON FLAN 1/4"=1'-O" FLOOR PLAN 6ARA6r= 1/41I=1'-OII 226 50. FT . Z T� ® V 3 COO.) x� w w_ A .;. z M 0 V] N a000 A zton gyN a N N en 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: 2 978 Date: 1-14-22 11 5/4 x 6 BA} 4' TRIM 50,1 W LAP SIDI 5/4x4 COR1` TRIM 5/4x6 SKIRL W/ 2' CAP RIGHT ELEVATION 1/4"=1'-O" FRONT ELEVATION 1/4"=1'-O" POSITION FIND 3 FASCIA W/ r. GUTTER VENEER ELEe7RIGAL PLAN ELECTRICAL KE r OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. A 110 V W/ BATTERY' C BACKUP CABLE T.Y. JACK 0 PHONE UNDER COUNTER LIGHTS Y �C GAS OUTLET T HOSE BIBB EXT. FAN VTOS Z ® 3 w w_ A .;. z M 0 V] N 00 a0 A �j z gyN z a ton N en 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: 2 978 F_ Date: 1-14-22 11 ie00r- FRAMING PLAN V N LLI d ao� o-� z 3M TO TOP PLATE FLOOR FRAMING PLAN 1/4" =1'-0" OUNAT 1 ON PLAN 1/4"=1'-0" fo 0 8'-0' 11'-6' 50'-0' OVER ALL i�LCCR FLAN 6ARA6r= 1/4" =1'-0" 1014 50. f27. Z ® 3 w w_ A .;. z M 0 �00 N 00 A �j z gyN za ton N EA i 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: 2 978 F_ Date: 1-14-22 �'1 � .7/'7lCo �71�I rG I L7fil`lL R16H7 L X/ A 7 I O I'j� � � W/ 2' CAP L C7RI CAL FLAIL ELECTRICAL KEPI' 1/4"=1'-O" OVERHEAD CAN OUTLET DUPLEX OUTLET POSITION 220V OUTLET ROOFING COMBO. EXT. FAN (VTOS) < LIGHT GUTTER CARBOMOr. NO. DET. A 110 V W/ BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS Y �C GAS OUTLET T VENEER HOSE BIBS 4 EXT. FAN VTOS I/4 I .-U.. Z ® 3 w w_ A .;. z M 0 V] N 00 a0 A �j z gyN z a ton N CA 0 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: 2 978 F_ Date: 1-14-22 �1 ; 2' MI 4/0x4/ XO &G. rolgPx410 XO 6/0x4 0 XO 1 i'-0' 11'-1' II.-Ij' 9'-9j' HVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF eB HEAT PUMP TO BE MODEL CARRIER HEAL 25VNA62450030 PUMP .I J J (EGRESS) (EGRESS) FREE 'SOA7 K ND NUB7!4 50 CFM e 0 MASTER 5,4TH I MASTER BEVROOM BEVROOM 4 8' CLG. VAULTED CLG. 8' CLG. 0 0 - - - ---- RtS r A 0 EP. F I 7 WALK CLOSET IN 110V I 110V 0° ®BP ®BP C4 r 50 CFM ® G I �° S.D. S.D. ❑ L- - - - - - - "' R46 PAIR _ - R<S 110Y in 11'-5' M SD. '-�' 3' 2'-10' S'-0' I i N Z = cq x 6 MIN. H 9S 42' WALL I ©SC MAX U R o W/ GAP �L - - - iL C -� Q 1 0 N N 38,453 am. OR OPT. I r BEi7R00 2 ❑ =' RAIL'G I m m D 17 0? U_ _ 0 8' CLG. PER IRC `r'-9' 4 In w 6, I FURN I NSUL t `r WALL ME 1 LU g ® ® BP ``� c� `+ 0 _I `-' ]k , 110V r r -' LINEN -' OPT. 2-SINKS S.D. �' 3'_m BATH - 110Y ' O 0 r Il_ OPT 1 cp CLOSET N 2'-4j' 6'-2 ' x T. .S. 0 `n EF. 5 PLAY OOM D LLIN �t OPT. BE ROOM 5 UTI L I BEDROOM 3 e 8' CLG. OPTIONAL 8�5 G 8' CLG. Re8 - - - - - - - -� r COFFERS CLG. UJ � WH ANASON C WALK IN (EGRESS) UIEHISPER m WEa2 CLOSET I ONTINUO S S.G. 9 4/0x /6 XO XHAUST AN R EQUAL4/0 2/0 FX 04 4/0x /0 X 0 0 0 1 1 1 tt (EGRESS) 5/0x /0 XO 3'-0- 10'-4' 3'-1' 3'-1' 6'-0' 6'-0' 3'-9�i' 41_31 13'-4' 6'-8' 12'-0' 8'-0' 40'-0' UPPER FLOOR PLAN 2X STUD WALL / CONC WALL 2-1/4' 45 X 5' LAG SCREWS w STUD WALL 2-3/8' X 5' BOLTS W/ SIM SON VGC ADHESIVE • CONC WALL 16 GA STEEL STRAPPING WITHIN E UPPPER 4 LOWER ONE-THIRD OF THE APPL. e A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO CxWB ® BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED ® 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 ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT /411=1 1_O11 IM11�3� .4111; 0 1 x m x e 0 � 1 In N 0 I N 0 N LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN IB INCHES FROM TOP OF THRESHOLD. (R3113.1) A �J 4/0 4/6 XO 11EI \/ SINK D/W KITCHEN S' CLG. MINING ROOM V CLG. 0 Hsi 0 , 61S '4a K 0 6'-0j1 MIN. 6'X36' L NOING XO 8/0x8/ SGD S.G. OPTIONAL 1 NOOK BUILT IN V CLG. 1 -4' ?/ METAL FIREPLACE 6RE,4T ROOM INSTALL PER MFR V CLG. SPECS. PROVIDE V ii EATING 50. IN. OUTSIDE AIR : TER ;o I r li//// 3'-8' 2'-2' 4'-5 ' 12'-6' IL OPTIONAL BUILT IN M' 3/Sx8/0 C�j, I 2 6 WALL 0 cq 4" 1 dl 3'-8' 2'-4 6'-0' RM I _ _ _ rr, • •.ELECTRICWATER• •-INTEGRATED WITH PUMP TIER III NEAA SPEC, CORE MODEL RHEEM POOR IMPACT BARRIER 'ED 2'-2j' 5'-4' 5'-V 6'-311 1. 6ARA6E USE 1/2' TYPE 'X' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE ' 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS N AND BEAMS IN 1/2' TYPE 'X' GWB NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. - - oH HEAT DETECTOR( 22'X3 ATTIC INTERCONNECTEI? AES PEP,314.23 F-7 --_ __j LINE OF WALL ABOVE I X I� �I 16/0x8/0 O.H. DOOR 0 N BLUE 18 AWG TR4 10'-0' 10'-0' WIMETALL WATER SER Ir 7 PIPING PER UPC 6 20'-0' GENERAL NOTES: I. ALL WORK TO BE IN CONFORMANCE WITH 2O15 IRC. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 15. ATTIC E CRAWL ACCESS HATCHES OR DOORS 2. VENT ALL EXHAUST FANS, DRYER VENTS AND R315 SHALL BE WEATHERSTRIPPED AND INSULATED TO RANGES TO OUTSIDES. AN APPROVED CARBON MONOXIDE ALARM SHALL A LEVEL EQUIVALENT TO THE INSULATION ON THE 3. VENT WATER HEATER PRESSURE RELIEF VALVES BE INSTALLED ON EACH FLOOR t OUTSIDE OF SURROUNDING SURFACES TO OUTSIDE. EACH SLEEPING AREA IN THE IMMEDIATE VICINITY 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND OF THE BEDROOMS. PER 2018 IRC E WA. STATE ACCESSIBLE E WITH LABEL AFFIXED t0 CONTROL MECHANICAL PENETRATIONS. AMENDMENTS SEC R315. THAT READS 'WHOLE HOUSE VENTILATION' (SEE 5. ALL SHOWER WALLS TO BE WATERPROOF t0 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER OPERATING INSTRUCTIONS) MINIMUM -12' ABOVE DRAIN. WSEC R403B3. 1-1. DRYER DUCT SPECIFIED LENGTH PER SEC 6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED 12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED M1502ABJ. THE MAXIMUM LENGTH OF THE EXHAUST TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER SPACES SHALL BE INSULATED TO A MINIMUM OF DUCT SHALL BE 35 FEET(10Io68mm) FROM THE LAVATORY FAUCETS TO BE LIMITED t0 MAXIMUM R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE CONNECTION TO THE TRANSITION DUCT FROM THE 1.0 G.PM FLOW. SLAB OR IN THE GROUND SHALL BE INSULATED TO DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO R-10 WITH INSULATION DESIGNED TO BE USED ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST BE SAFETY GLASS. BELOW GRADE. DUCT SHALL BE REDUCED IN ACCORDANCE WITH INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO THE TABLE M1502.4B.1. THE MAXIMUM LENGTH OF INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL FLOOR TO BE SAFETY GLASS WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE THE EXHAUST DUCT DOES NOT INCLUDE THE LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. S. SMOKE ALARMS - TO BE INSTALLED PER SEC OUTSIDE THE BUILDING. PER R303B2. TRANSITION DUCT. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM R3143 IN THE FOLLOWING LOCATIONS: IN EACH GAS PIPING IS t0 BE PROTECTED PER G2415.1. 18. CAVITIES WITHIN CORNERS AND HEADERS OF THE BU ILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS to LEVELS NOT LESS SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING WHERE PIPING IS INSTALLED THROUGH HOLES OR FRAME WALLS SHALL BE INSULATED BY THAN (FOOT-CANDLE MEASURED THE CENTER OF TREADS SLEEPING AREA IN THE IMMEDIATE VICINITY OF NOTCHES IN FRAMING MEMBERS AND THE PIPING IS COMPLETELY FILLING THE CAVITY WITH A AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH THE BEDROOMS. ON EACH ADDITIONAL STORY OF LOCATED LESS THAN 1-1/2 INCHES FROM THE MATERIAL HAVING A THERMAL RESISTANCE OF R-3 FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE THE DWELLING, INCLUDING BASEMENTS AND FRAMING MEMBER FACE TO WHICH WALL, CEILING PER INCH MINIMUM PER 2018 WSEC TABLE R402A.1.1. STAIRWAY HAS SIX OR MORE RISERS. HABITABLE AttICS, AND ALARMS t0 BE OR FLOOR MEMBRANES WILL BE ATTACHED, THE EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY PIPE SHALL BE PROTECTED BY SHIELD PLATES CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. FROM A BATHROOM THAT CONTAINS A BATHTUB THAT COVER THE WIDTH OF THE PIPE AND THE ol OR SHOWER ALARMS TO BE INTERCONNECTED IN FRAMING MEMBER AND THAT EXTEND NOT LESS WHOLE HOUSE VENTILATION: EXTERIOR STAIRWAY ILLUMINATION PER SEC R3038 IRC SUCH A MANNER THAT ACTUATION OF ONE ALARM THAN 4 INCHES TO EACH SIDE OF THE FRAMING EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL WILL ACTIVATE ALL OF THE ALARMS IN THE MEMBER WHERE THE FRAMING MEMBER THAT THE *REFER TO SHEET N-2 TABLE 1505.430) t LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE INDIVIDUAL UNIT. PIPING PASSES THROUGH IS A BOTTOM PLATE, 1505.43(2) FOR FAN SIZING AND RUN TIMES STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS (ODO =SMOKE ALARM -CARBON MONOXIDE COMBO. SHIELD PLATES SHALL COVER THE FRAMING PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR am. MEMBER AND EXTEND NOT LESS THAN 4 INCHES FURNACE TO HAVE A DUCT FOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT ABOVE THE BOTTOM FRAMING MEMBER AND NOT OUTSIDE AIR, MOTORIZED DAMPER SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. LESS THAN 4 INCHES BELOW THE TOP FRAMING WITH TIMER AND CONTROLS ARE t0 BE ADDED FOR THE REQUIRED FRESH MEMBER AIR EXCHANGE. MAIN FLOOR FLAN 1/411=1'-O" MAIN PL.00R 15l m7 50. PT. UPPER PL-OOR 1664 50. PT. TOTAL. 5051 50. PT. 6ARA6E 458 50. PT. PROFIT PORCH 183 50. PT. UTILITY ROOM NOTES/MAKE UP Al PER IRC G2439 I. 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.IB. 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 HAYING 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. - = 100 SQ INCH TRANSFER GRILL a ®00 °` xA w WGo .;. z M O ♦ CA ,o .�. V] N A �j z gyN z =:p -<a N N 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: 2 978 Date: 1-14-22 12 MIN. 2' AIR 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04 BARS INTO GONG. SLABS 16' O.G. i�OUNnATION FLAN 1/4"=1'-O" 4' 0 SCHED. 40 STL 4-3/8'X3' ANCHOR BC (SIMPSON TITAN HD C 4' CONCRETE SLAB L — — — — ` 18'xl8'x6' SIDE VIEW CONCRETE FOOTING 4-3/6'X3' ANCHOR BOLTS 8' (SIMPSON TITAN HD OR EQ) 0 3/ 16 aD It1/2'X8'X6' i 1 TOP VIE VEHICLE IMPACT 5ARRIER DETAIL 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 (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. 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. -I. 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. S. 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. I1. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT SI.0). 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 1361/150 =S.11 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION z T� ® V 3 COO.) x� w w_ A .;. z M 0 W E � 00 ♦ �00 00 A �j z gyN za ton N EE 1� 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: 2 978 F_ Date: 1-14-22 13 14 VENTS IREQ'D 4 ROOF VEN 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 R802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. R8062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R606.3 - 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 ROOF OVERFRAME NOTES: IRC C RW23 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) ROOF FRAMING PLAN 1/4"=1'-O" 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 9 CEILING: SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN TRUSS LENGTH VIEW �— GM A CEILING TRUSS EDGE VIEW • GARAGE WALL SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING: PANELS a/ ORAFTSTOPPNG Me A CEILING FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKING PANELS tu/ ORAFTSTOPPNG TRUSS TOP VIEW A GARAGE WALL SC lAs W' - r-®. DRAr-TSTOFF I NG DETAIL 1LESS ;XTERIOR W/R-10 R_ FsID 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 PER IRC SEC. 502.112 AND 802.10.3 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 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. ROO-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. 6. aA REFER TO SHEAR WALL SCHEDULE. MANUFACTURED TRUSSES MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON SITE AT TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE 3-2X6 UNDER GIRI ABOVE UPPER FLOOR FRAMING FLAN NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER 1/4"=1'-O" :ONT. DBL. TOP PLATE Z-10 RI&P INSULATION SHAPED AREA) FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS a 24' O.G. NAILED TOP t BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x6 OF 02, UNLESS 4X HEADER NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS t WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. KING STUD 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT EXTERIOR PLYWOOD BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. TRIMMER 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. a REFER TO SHEAR WALL SCHEDULE. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED # LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. a 0 0% V1 WA W . 4.w 0No h ♦ W ao 1.0� • D �o 00 A gyN N N EE 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: 2 978 Date: 1-14-22 2x6 02 OF STUDS m 16' O.C. ATTACH STUDS TO TOP 4 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 PLA' A SINGLE STUD. INSTALL 2x6 WOOD STUC HORIZ. AS CROSS -BRACING POSITIONED MID -HEIGHT OF THE WALL. Na' TYPE 'X' GWB APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED W/6d CEMENT COATED Ile' CUP -HEAD DRYWALL NAILS W40515' SHANK DIA. 4 1/4' HEAD DIA. SPACED 8' O.C. ALONG STUDS 4 PLATES. EXPOSED FASTENER HEADS AND WALLBOARD JOINTS MUST BE TREATED W/(2) COATS OF GYPSUM COMPOUND. A MIN. 2' PAPER, PLASTIC OR FIBERGLASS TAPE MUST BE SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR SAVE VENTING) 2x8 FASCIA BOARD )16' L"FLAMEBLOCKOFIRE-RATED OSB SHEATHING W/IBmm PYROTITE LAMINATE APPLIED TO ONLY ONE FACE OF WOOD PANEL. SHEATHING MUST BE INSTALLED VERTICALLY W/HORIZONTAL JOINTS BLOCKED 4 W/PYROTITE LAMINATE FACING THE OUTSIDE 4 MUST BE ATTACHED TO THE STUDS W/1"I8' 6d COMMON NAILS SPACED 6' O.G. AROUNL PERIMETER 4 12' O.0 IN THE FIELD. 511/2' THICK NOMINAL 3 PCF DENSITY UNFAGED MINERAL FIBER GATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS, GROSS -BRACING 4 TOPA50TTOM PLATES. WEATHER BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EMBEDDED IN FIRST LAYER OF EXTERIOR WALL COVERING: COUMPOUND OVER WALLBOARD JOINTS. 1. FIBER CEMENT BOARD 2. TI-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING DESIGN: NCC-ES REPORT - ESR-1365) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY EAVES E WALL WITHIN 5'-01 OF PROPERTY LINE PER IRC 302 E TABLE R302.1 W1 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. 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. RcJ0522B PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. 2x SCREENED EAVE VENT BLOCKS W/(4) 21i8' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS O 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD ------- SPACE FOR TUB _Xa ARM BOARD No TRUSS LD END TRUSS IN 3(6° PROM PAGE OF WALL) (6" TYPE X 6100 /Ib" LP PLAME5LOCK XTERIOR WALL COVERING: I. PIBER CEMENT BOARD 2. TI-11 SIDING 5. WOOD PIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING 2X6 WALL STUD W1 IN 3(" THICKNE99:2-1/6" (PIRU APPROX. 1006HT: '7 PSP (PIRE) PIKE TEST: UL RI519, OR UL 1 16N U556 GABLE ENP r-I REWALL METAL L LESS THAN 5' TO THE PROPERTY LINE 6A FILE NO. AF 5640 (GENERIG I HOUR) ONE LAYER 5ia' TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF MIN 2X3 STUDS, TURNED FLATWISE, 24' O.G. WITH 6d CEMENT -COATED NAILS, 1-1i8' LONG, 0.OS15 SHANK, 1/4' HEADS, -1' O.C. HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12' ON OPPOSITE SIDED. NO SCALE HOUR FIRS -RESISTIVE DETAILS BATH FLOOR JOISTS PER FRMG PLAN KITCHEN 12 6 (2)2x TOP M 2x4 ET. D 6 24'1/2'EA. SID2x4 iE MFG TRUSSES 24' O.C. PINING ROOM FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) MIN. 6x6 PT POST No' TYPE 'X' GWB SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE AF50 ROOF VENTS (50 50. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN SHEATHING EXTERIOR WALL COVERING PER PLAN EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 STAIR NOTES: PER IRC R311.1 • STRINGERS TO 5E FIRE BLOCKED AT BOTH TOP AND BOTTOM. ALL USABLE SPACE UNDER STAIRS TO 5E I HOUR CONSTRUCTION. MAXIMUM RISE TO BE 1-3/4'. MINIMUM RUN TO BE 10'. MINIMUM HEAD HEIGHT TO BE V-8'. MINIMUM STAIR WIDTH TO 5E 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND 50TTOM TREAD. PROVIDE GUARD RAILS AT LANDINGS MINIMUM 3V HIGH W/ CLEAR SPACE HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. • WINDING TREADS PER IRC R311.132.1 SPIRAL STAIRS PROVIDE MIN i 1/2' RUN • A POINT 12' FROM WHERE TREAD IS NARROWEST PER IRC R311.1.10.1 / / / CONT. HANDRAIL ABOVE TREAD NOSING. / PICKETS PER IRC ON OPEN SIDE 1' PT RISERS P.T. 2XI2 TREADS TO STRIP 'MIN. 12 ATTIC VENTILATION 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. R-49 ROOF INSULATION MFG. TRUSSES \ 624' O.G. PLA"rROOM MANF. 18' FLOOR TRUSSES m 24' O.G. W/ -V8' SUBFLOOR WINDOW HEADER PEN R-38 HIGH DENSITY FLOOR INSULATION 12 6 �­R-30 m CANT. PORCH '04 STUB REBAR r HANDRAIL TO BE PRESENT ON 4' SPHERE SHALL ON AT LEAST ONE SIDE OF STAIR PORTION OF HANDRAILS NOT PASS THROUGH SHALL HAVE CIRCULAR CROSS SECTION SHALL OF 11/4' MIN. 4 2' MAX EDGES SHALL HAVE A MIN. RADIUS OF t16'. G. ALL REQUIRED GUARDRAILS TO BE 36' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SM-ERE 4 INCHES (102mm) TO PASS TFROUGH. 7Mx-11/4' MAX x NOSING F JST. PER PLAN F FULE GOVERRAGE A ECG ' 10' MIN 10 TIE AT EA STRINGER TO PASS TTHR�OUGH OPENING GE F e BELOW STAIR INSTALL V_' GM • CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKM 0 MID -SPAN AND IN STUD WALLS ALONG AND IN LIFE NOTCH STRINGERS FOR WITH STRINGERS IF AREA UNDER CONT. 2X4 THRUST BLOCK STAIRS IS UNFINISHED 2X4 THRUST BLOCK JST. OR --- BELOW W/ Ibd NAILS • 12' O.G. TO THRUST BLOCK INTERIOR DECK JOISTS PER PLAN D5L JST HU212 MTL. HAW31ERS AT EA. STRINGER 3-2X12 P.T. STRINGERS EXTERIOR HL 35 ANGLE SUPPORT NO SCALE TYPICAL STAIR DETAIL AND NOTES FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.11 • R302.12 1. 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 4 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. R3021. 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. MONO TRUSSES m 24' O.G. 10 OLUT I Sao L�Q 4P N lu Of 1: 0 � z ® 1­4 CU a S �' N W w °° ❖ zM ♦♦♦ E z p4 ♦ W 00 U �00 �00 v� .000 e g�N CU z •• !�a a � N N 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: 2978 Date: -1-14-22 BuiLniNG 5Ee71oN 3/8 T IGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC UPPER FLOOR ELECTRICAL PLAN 1/4"=1'-O" MAIN FLOOR ELECTRICAL FLAN 1/4"=1'-O" INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 IRC INTERIOR STAIRWAYS SHALL 5E PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE 5UILDING WIRING. THE LIGHT SOURCE SHALL 5E CAPA5LE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL 5E 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 R303B IRC EXTERIOR STAIRWAYS SHALL 5E 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 5ASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL 5E PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE 50TTOM LANDING OF THE STAIRWAY. ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t LIGHT COM50 SMOKE ALARM- CAR50N MONO. DET. o 110 V W/ 5ATTERY C 5ACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET T HOSE 5155 EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED e H PER 31423 (GARAGE) CHARGER V (ELECTRICVEHICLE) ONE PER DWELLING PER SEC R335 IRC z ®a W w 00 A 4% z M L ♦♦♦ E � 00 1.0 •e• y 00 A �y� da L N N .r ♦ EE 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: 2978 F_ Date: 1-14-22 r _2 52.E ROOr- r-RA 141NO FL.AN 1/4"=1'-O" 4BMTOTOP PLATE L FLOOR I�izAM I NG PLAN 1/4"=1'-O" in,_01 W-01 r-OUNDAiION FLAN FLOOR PLAN 226 50. r-T . 1/4" =1'-O" 6ARA6r= Z ® 3 w w_ A .;. z M 0 W E � 00 ♦ �00 N 00 A �j z gyN za ton N Q U M 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: 2 978 F_ Date: 1-14-22 17 5/4 x 6 BA} 4' TRIM 50,1 W LAP SIDI 5/4x4 COR1` TRIM STONE VIER 5/4x6 SKIRL W/ 2' CAP RIGHT ELEVATION 1/4"=1'-O" FRONT ELEVATION 1/4"=1'-O" POSITION FIND 3 FASCIA W/ r. GUTTER VENEER ELEe7RIGAL PLAN ELECTRICAL KE r OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. A 110 V W/ BATTERY' C BACKUP CABLE T.Y. JACK 0 PHONE UNDER COUNTER LIGHTS Y �C GAS OUTLET T HOSE BIBB EXT. FAN VTOS Z ® 3 w w_ A .;. z M 0 V] N 00 a0 A �j z gyN z a ton N HE en 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: 2 978 F_ Date: 1-14-22 5/4 x 6 BA} 4' TRIM 50,1 W LAP SIDI 5/4x4 COR1` TRIM STONE VIER 5/4x6 SKIRL W/ 2' CAP RIGHT ELEVATION 1/4"=1'-O" FRONT ELEVATION 1/4"=1'-O" POSITION FIND 3 FASCIA W/ r. GUTTER VENEER ELEe7RIGAL PLAN ELECTRICAL KE r OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. A 110 V W/ BATTERY' C BACKUP CABLE T.Y. JACK 0 PHONE UNDER COUNTER LIGHTS Y �C GAS OUTLET T HOSE BIBB EXT. FAN VTOS Z ® 3 w w_ A .;. z M 0 V] N 00 a0 A �j z gyN z a ton N HE en 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: 2 978 F_ Date: 1-14-22 �J � .7/'7lCo �71�I rG I L7fil`lL H 7 L X/ A 7 I ®'j� � I � W/ 2' CAP L C7RI CAL FLAIL ELECTRICAL KEPI' 1/4"=1'-O" OVERHEAD CAN OUTLET DUPLEX OUTLET POSITION 220V OUTLET ROOFING COMBO. EXT. FAN (VTOS) < LIGHT GUTTER CARBOMOr. NO. DET. A 110 V W/ BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS Y �C GAS OUTLET T VENEER HOSE BIBS 4 EXT. FAN VTOS I/4 I .-U.. Z ® 3 w w_ A .;. z M 0 V] N 00 a0 A �j z gyN z a ton N EE Q U 0 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: 2 978 F_ Date: 1-14-22 ; 6'-9' 3' -4' 3' -5' XO S.G. 40' -0' 1'-2' 6'-9' 6/0x /0 XO 6/0x4 0 XO (EGRESS) (EGRESS) ' 7 STANDING OAKING TUB 50 CFM 0 ¢ MASTER I 00 BATH BEDROOM 4 8' cLG. MASTER BEDROOM 8' CLG. 0 0 ©S.D. 4 R4S A 0 1 I 7 WALK IN I I CLOSET®BP 110V ®BP 50 CFM \ �VX30' S D. ® Li, ACCESS L 6 6 r R4S PAIR 110VAM 2'-10' m I 0 3:cn O X MIN. H 42' WALL I PF9.5 L --- X 1!_ `� 0 N MAX 38A.,45 W1 CA TU/HR OR OPT -ff7 - - - � o = .^" r BEDROO 2 8 CLG. i INSUI RAIL'G TE PER IRC 0 DN 17 w _j 3:1L _ 0 w N FURN ;r WALL a ME CH i'-8 ' 3'-8 ' 1'- '-9' -1 r ®I �I s I 4" � m C � BP 0 c� - ® r LINEN N 110V 4 0 0NN I �" Y S.D. 0 N in ------2'-5'2' O COT FliTk '-0 ATH m 9 B _-roil S.D. L - =9 PLAYROOM PANASONIC WHISPER QUIET J) / OPT. BEDROOM 5 5 WH - CONTINUOUS tt L 8' CLG. EXHAUST FAN Oft R48 `t OPTIONAL EQUAL �p \ COFFERED CLG. --------� \ 4/0x /O X ' BEDRO M 5 ^ WALK IN (E SS) iv 8' CLG. CLOSET I >n 6/0 4/6 XOX 0 11I r S.G. 77/7777 9 ' 4/Ox2/ FX (EGRESS) cv XO 4' - 3' -1' -0' 2'-9' 11'-3' 3'-0' 3'-0' 6'-0' 6'-0' 3'-9' 4'-3' 40-0' COPYRIGHT 2017 LANDMARK DESIGN INC. ALL RIGHTS RESERVED UPPER r-L-OOR PLAN 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. GENERAL NOTES: I. ALL WORK TO BE IN CONFORMANCE WITH 2O113 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 t0 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 t0 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 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. A5 =SMOKE ALARM -CARBON MONOXIDE COMBO. C.M. 0 N WVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 9.5 HEAT PUMP TO BE MODEL CARRIER 25VNA62450030 ,4 rJ' HEAT PUMP 4/0 4/6 XO o _, XO MIN. 36IX361 LANDING 10x8/ SGD SSG. OPTIONAL ' SINK D/W NOOK BUILT IN K I TGHEN 9' CLG. 1 -4' 9' CLG. METAL FIREPLACE - ( RANGE GREAT ROOM INSTALL PER MFR F. 100 CFM EAtI G 9' CLG. SPECS. PROVIDE 6' ( 0 MIN V.T.O.S. COUNT R SQ. IN. OUTSIDE AIR I 0 r 2'-2' 4'-5' 12'-6' ' J 101. I 8 01 REFER 0, 3/10x-1/0 C.O. `'' - - - - OPTIONAL BUILT IN -� 2X6 WALL 0 2X6 42' WALL WALL W/ CAP 2X6 WALL _ _ PANTRY C W N 1 3'-38' AV-B 1 ti' DN SI G. 9 UP 1IR 0 O 'fir, e DINING ROOM _ U_ u r M 9' CLG. 3'_5 3/Oxl/O C z w O aD �4 18'�C2CA Rq W (L p CdE "D `" MUD RM E STAIR ER302.7 W -1 a I 9' CLG. PWDR l R `�' O 9 CLG. 0 I W_ 9 0o O HWH ELECTRIC WATER HEATER WITH d1 ® INTEGRATED HEAT PUMP TIER III CLOSET TO NEAA SPEC, MODEL RHEEM �/ 6 C.M. 0 13/e' MIN. SOLID SELF CLOS CORE NG VEHICLE IMPACT PROPH50 IF \P IR WOOD,STEEL DOOR BARRIER 1� \ � 11 110V ENTRY 20 MIN.RAT D 0° 9' CLG. aD N S 6'-N, 2'-21' S'_7 ' S'_5 1, Q DEN I ® 6AR4GE OPT. BEDROOM 6 I X USE 1/2 TYPE X GWB ON ALL WARM AND - I 9' CLG. I `' Ste. STRUCTURAL WALLS. C1) LAYER 5/8' TYPE `� 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS N 1/0x5/0 J AND BEAMS IN 1/2' TYPE 'X' GWB ----------- - - - - Fx (EGRESS) �;, NO DUCT OPENINGS IN GARAGE. 6/0x /0 <OX DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. - - - - - H J - HEAT DETECTOR 0 A INTERCONNECTED PER 3142.3 - rj C.O\/rzrq ED LINE OF WALL ABOVE FORCH �,4TIc�• �� CONC. �-� 16/0x8/0 O.H. DOOR 16'-3' R.O. 0 Ir S 4�C�.p� 0 N Ys� N LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN IB INCHES FROM TOP OF THRESHOLD. (R3113.1) BLUE 18 AWG TRACER V 8' WIRE REQUIRED AT NON- �'-0' 2'-4' 10'-0' 10'-0' METAL WATER SERVICE PIPING PER UPC 604.9. 14' -0' 6' -0' 20' -0' 40' -0' MAIN r-LOOR PLAN 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-6 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 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 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) 1-1. 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 M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 16. 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 2016 WSEC TABLE R402A.1.1. WHOLE HOUSE VENT I LAT I ON: •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. 1/4"=1'-0" MA I N r-LOOR UFFER r-LOOR TOTAL GARAGE r-RONT FORGH GO\/ERED FATIO • • i>nl li�W4r9 11 1J_11 PER IRC G2439 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 G2439.1B. 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. E ::i = 100 SQ INCH TRANSFER GRILL I5l m7 e0. f22T. 1 &02 50. FT. 241 41 50. �T . 45a 0. PT. c1O 0. r-T . C 41 50. PT. Z V 3 w w� 0 ♦ �00 N 00 A gyN z N N U 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: 2 978 Date: 1-14-22 MIN. 2' AIR 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04 BARS INTO GONG. SLABS 16' O.G. i�OUNnATION FLAN 1/4"=1'-O" COPYRIGHT 2017 LANDMARK DESIGN INC. ALL RIGHTS RESERVED 4' 0 SCHED. 40 STL. I 4-3/8'X3' ANCHOR BC (SIMPSON TITAN HD G 4' CONCRETE SLAB L — — — — \ 18'x18'x6' SIDE VIEW CONCRETE FOOTING SIMPSON TITANOHD OR EQ) 8' 0 3/16 u0 ItI/2'XS'X8' 0 1� TOP VIEW VEHICLE IMPACT BARRIER DETAIL 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 (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. 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. -I. 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. S. 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. I1. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT SI.0). 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 1361/150 cS.11 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION z T� ® V 3 COO.) x� w w_ A .;. z M 0 W E � 00 ♦ �00 00 A gyN z N N U 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: 2978C Date: 1-14-22 23 14 VENTS IREQ'D ROOF FRAMING 1/4"=1'-O" ROOF VENTILATION CALCULATION& 4 REQUIREMENTS 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 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 R802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. R8062 - 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 I -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 2-2X6 UNDER GIM ABOVE ( I T t-' Ur / ) FLAN ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS d 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 PER IRC SEC. 502.112 AND 802.103 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 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. MANUFACTURED TRUSSES MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON SITE AT TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE C C UPPER FLOOR FRAMING PLAN 1/4"=1'-O" FONT. DBL. TOP PLATE RR-10 RIGID INSULATION SHADED AREA) 4X HEADER KING STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS 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 # LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. ROOF OVERFRAME NOTES: IRC SEC RW23 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/86 NAILS m 24' O.G. NAILED TOP # BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS t 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. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. a REFER TO SHEAR WALL SCHEDULE. a ® �Go 1.0� 00 A gyN z N N U 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: 2978C Date: 3-16-22 I� 2x6 02 OF STUDS m 16' O.C. ATTACH STUDS TO TOP 4 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 PLA' A SINGLE STUD. INSTALL 2x6 WOOD STUC HORIZ. AS GROSS -BRACING POSITIONED MID -HEIGHT OF THE WALL. bhe' TYPE 'X' GWB APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED W/6d CEMENT COATED llks' CUP -HEAD DRYWALL NAILS W/.0515' SHANK DIA. 4 1/4' HEAD DIA. SPACED 8' O.C. ALONG STUDS 4 PLATES. EXPOSED FASTENER HEADS AND WALLBOARD JOINTS MUST BE TREATED W/(2) COATS OF GYPSUM COMPOUND. A MIN. 2' PAPER, PLASTIC OR FIBERGLASS TAPE MUST BE SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR SAVE VENTING) 2x8 FASCIA BOARD MI6' L"FLAMEBLOCK8FIRE-RATED OSB SHEATHING W/1.5mm PYROTITE LAMINATE APPLIED TO ONLY ONE FACE OF WOOD PANEL. SHEATHING MUST BE INSTALLED VERTICALLY W/HORIZONTAL JOINTS BLOCKED 4 W/PYROTITE LAMINATE FACING THE OUTSIDE 4 MUST BE ATTACHED TO THE STUDS W/111s' 6d COMMON NAILS SPACED 6' O.G. AROUNL PERIMETER 4 12' O.0 IN THE FIELD. 5112' THICK NOMINAL 3 PCF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS, CROSS -BRACING 4 TOP/BOTTOM PLATES. WEATHER BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EMBEDDED IN FIRST LAYER OF EXTERIOR WALL COVERING: COUMPOUND OVER WALLBOARD JOINTS. 1. FIBER CEMENT BOARD 2. TI-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING DESIGN C IGC-ES REPORT - ESR-1365) WALL TYPE 4 3 4 - 1 HR EXTERIOR UJALL ASSEM=I Nr �^GW ARM BOARD No TRA)w LD END TRUSS IN V PROM PAGE OF WALL) (8" TYPE X 6100 /Ib" LP PLAMEBLOCK XTERIOR WALL GOVERINS: I. 1015ER CEMENT BOARD 2. TI-11 SIDING 5. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING 2X6 WALL STUD THICKNESS=2-1/6" (PIRW APPROX. 1006HT: -1 POP (PIRE) PIKE TEST: UL RI519, 9-12-gb UL 1 16N U556 GA15LE END P I REWALL PETAL L LESS THAN 5' TO THE PROPERTY LINE 6A FILE NO. AF 5640 (SwENERIG I HOUR) ONE LAYER r1V TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF MIN 2X3 STUDS, TURNED FLATWISE, 24' O.G. WITH 6d CEMENT -COATED NAILS, 1-1i6' LONG, 0.OS15 SHANK, 1/4' HEADS, -1' O.C. HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12' ON OPPOSITE SIDED. W1 IN 3(o" MIN. 6x6 PT POST bhe' TYPE 'X' GWB SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE AF50 ROOF VENTS (50 50. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN Wr,' SHEATHING EXTERIOR WALL COVERING PER PLAN STAIR NOTES: PER IRC R311.1 • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO 5E I HOUR CONSTRUCTION. MAXIMUM RISE TO BE 1-3/4'. MINIMUM RUN TO 5E 10'. MINIMUM HEAD HEIGHT TO 5E V-8'. MINIMUM STAIR WIDTH TO 5E 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND 50TTOM TREAD. PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36' HIGH W/ CLEAR SPACE HANDGRIP PORTION OF HANDRAIL SHALL 5E NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. • WINDING TREADS PER IRC R311.1.52.1 SPIRAL STAIRS PROVIDE MIN i 1/2' RUN • A POINT 12' FROM WHERE TREAD IS NARROWEST PER IRC R311.1.10.1 / CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. / PICKETS PER IRC / ON OPEN SIDE I' PT RISERS HANDRAIL TO BE PRESENT ON HALL 4' SPHERE SHALL ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS NOT PASS tI H SHALL HAVE CIRCULAR CROSS SECTION OF 11/4' MIN. 4 2' MAX. EDGES SHALL HAVE A MIN. RADIUS OF t-6'. G. ALL REQUIRED GUARDRAILS TO BE 36' MIN. IN HEIGHT. OPENINCsS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPIRE 4 INCHES (102mm) TO PASS TWROUGH. 7Mx-11/4' MAX g NOSING JST. PER PLAN �m F FULL DBL. A ECG ' 10' MIN 10 TIE AT EA STRINGER 6' SPHERE �OUGH TO PASS TTHR;4 OPENING IY F Is BELOW STAIR INSTALL V_' GWB w CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING 0 MID -SPAN AND IN STUD WALLS ALONG AND IN LINIE NOTCH STRINGERS FOR WITH STRINGERS IF AREA UNDER CONT. 2X4 THRUST BLOCK STAIRS IS UNFINISHED 2X4 THRUST BLOCK JST. OR BLK G BELOW W/ 16d NAILS • 12' O.G. TO THRUST GLOM INTERIOR DECK JOISTS PER PLAN D5L JST P.T. 2 TREADS HU212 TO STRINGE MTL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS ' MIN. EXTERIOR ING NO SCALE NO SCALE HL 35 ANGLE SUPPORT EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE EAVES WITHIN 5'-O' OF PROPERTY LINE PER IRIS 302 E TABLE R302.1 PER IRC 302 4 TABLE R302.1 H I HOUR �1RE-RE515TIVE DETAIL5 J TYPICAL STAIR DETAIL AND NOTES STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 4096. - 6006 BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 4096, BORING 6090. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. COMPOSITION a^.-= 111/ 2^8 iwir=C=II^\zwi ==I r ON 1/2' 24/0 P. ALL ROOF FLA GALV. STEEL. ROOF DRIP EC PROVIDE DRIF W/ A MIN. 2' Oti 2x SCREENED VENT BLOCKS 211s' HOLES EA PROVIDE APF INSULATION B� TO ENSURE 1' 1' AIR SPACE. TYPICAL EXTERIOR W (2)2x6 TOP PLATES 2x6 STUDS O 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATE[ AIR BARRIER EXTERIOR SIDING PEF R-21 INSULATION W/ CC VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD COPYRIGHT 2017 LANDMARK DESIGN INC. ALL RIGHTS RESERVED t:�UILL;2INC—;, t:;I=C�_t IUN 4'DIA.PERF.PIPE11 , L FILL 3/15 = I —O WRAP WPEA W1 FILTER FABRIC FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.11 • R302.12 NO SCALE 1. 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 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' ::ONNCECTIONS BETWEEN CONCEALED HORIZONTAL SPACES SUCH AS OCCUR POP CEILINGS AND COVE CEILINGS. SPACES AT STAIR STRINGERS AT THE TOM OF THE RUN. ENCLOSED SPACES > SHALL COMPLY WITH SEC. R3021. AROUND VENTS, PIPES, DUCTS, CABLES, CEILING AND FLOOR LEVEL, WITH AN ATERIAL TO RESIST THE FREE PASSAGE PRODUCTS OF COMBUSTION. �z I� pwz aD fj =3 A 1— N z CA dJ 0)_1 \_%0 a= � O�w 0=z IL OL _�Q Z 0 p d)w CV (P _1 z ® 1­4 Cu COD g 04 N W w °° ❖ zM ♦♦♦ E p4 ♦ E W 00 U ca �00 .•. v� CNI 00 A, e g �N� CU z •• a a 16- N N 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: 2978C Date: 1-14-22 u a UPPER FLOOR ELECTRICAL PLAN 1/4"=1'-O" COPYRIGHT 2017 LANDMARK DESIGN INC. ALL RIGHTS RESERVED MAIN FLOOR ELECTRICAL FLAN 1/4"=1'-O" 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 R303.6 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. ELECTRICAL KEG' OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. e 110 V W/ BATTERY C BACKUP CABLE 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 H -'#�EV z ®a W w 00 A 4% z M L ♦♦♦ E � 00 1.0 •e• y 00 A �y� da L N N .r ♦ U 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: 2978C Date: 1-14-22 ROOr- r-RA 141NO FL.AN 1/4"=1'-O" 4BMTOTOP PLATE L FLOOR I�izAM I NG PLAN 1/4"=1'-O" in,_01 W-01 r-OUNDAiION FLAN FLOOR PLAN 226 50. r-T . 1/4" =1'-O" 6ARA6r= Z ® 3 w w_ A .;. z M 0 W E � 00 ♦ �00 N 00 A �j z gyN za ton N U en 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: 2 978 F_ Date: 1-14-22 27 ROOF DRIP EDi SEC. R9052.8B DRIP EDGE AT GABLES W/ A 1`1 OVERLAP COMPOSITION ROOFING SHAKE SIDING 60AME TO SLOP FROM FOUNDATION A MIN. OF b" WITHIN THE FIRST 10' RIGHT ELEVATION 1/4"=1'-O" W/ 2' CAP ELEe7RIGAL PLAN ELECTRICAL KE r OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. A 110 V W/ BATTERY' C BACKUP CABLE T.Y. JACK 0 PHONE UNDER COUNTER LIGHTS Y �C GAS OUTLET T HOSE BIBB EXT. FAN VTOS Z ® 3 w w_ A .;. z M 0 V] N 00 a0 A �j z gyN z a ton N R_ en 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: 2 978 F_ Date: 1-14-22 ROOD F-RAM I NG PLAN f22RAK N(Sp 1/4"=1'-0" PLAN r-OUN. AT 1 ON FLAN 1/41I= 1'-011 COPYRIGHT 2017 LANDMARK DESIGN INC. ALL RIGHTS RESERVED MOUNTEI • WATER n . ► • o - 0 22'X30' r ATTIC ACCESS OPTIONAL 5UILT IN 2Xro WALL � o J �• — STAIR % o0 9 6'-3j' 6ARA6r= USE 1/2' TYPE 'X' GW5 ON ALL WARM ND STRUCTURAL WALLS. (1) LAYER 5/ '' T PE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' TYPE 'X' GW5 NO DUCT OPENING fl IN GARAGE. � DUCTS (THROUGH CLG -OR- WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. V'w 16/0x8/0 O.H. DOOR 16'-3' R.O. 8/0x8/0 O.H. )�OOR 8'-3' R.O. 0 N 4'-6J' 1 5'-6' ILOOR FLAN 1/4"=1'-0" GARAGE 1014 50. r-T. Z COO.) 0 x� w w� A .;. z M 0 V] N a000 A �j z gyN za ton N U 0 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. 1 Plan No: 1 2 978 F_ Date: 1-14-22 ; REAR ELEV,47ION /4 11 = 1 1—O 11 RIC�HT ELEVATION 1 /4 11 = 1 1—O 11 1 /411 = 1 1—O 11 REAR FORCH 125 50. FT . R00r- PLAN 1 /4 11 = 1 1—O 11 REPLACE PER MFR PROVIDE 6' JTSIDE AIR Z ® 3 w w_ .;. z M A 0 V] N a0 00 A �j z gyN za ton N 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: 2 978 F_ Date: 3-16-22 31.1 DEMWX 2x BRACE (TYP) POST TO POST FLA6�41NG DETAIL PLAN 0 ASHING E (TYP) E SIDE OF POST POST T POST PSON' PB BASE CONCRETE FTG PER PLAN DECK 5fRACE HRA, I INGz REQUIRED IF POST EXCEEDES 46' CONT. HANDRAIL 34'-38' ABOVE TREAD NOSNG 14L 35 ANGLE SUPPORT TYPICAL STAIR DETAIL AND STAIR NOTES: • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RUN TO BE 10'. • MINIIMUM STAIR WIDTH TO 5E 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN GROSS SECTIONAL DIM. DECK JOISTS PER PLAN DBL JOT MMTI' TLHANGERS AT EA. STRINGER 3-2XI2 P.T. STRINGERS NOTES 2X 2x PT LEDGER w/ (2) ROWS LEDGERLOK SCREWS 1&' O 4x4 P.T. POST W/ PB BASE ON 24'x24'x12' - CONCRETE FTG. W/ 2- 04 EA. WAY (TYP OF 2) 'SIMPSON' LUS 'Z' TYPE JOIST HANGER JOIST PER FLOOR SHEATHING NAILING AT 6' O.G. MAX. TO JOIST WITH HOLD-DOWN SIMPSON DTT1Z TENSION TIE PER PLAN PER PLAN ID RIM JOIST 2x WALL FRAMING. (FND* SIM.) FRAMING CONNECTION 8 DECK W/ DIMENSIONAL LUMBER um 2X8 SOLID BLOCF NAIL W/ 2-8d EAC END FOUND,47I0N /FRAMING PLAN 4'-9j' 2x PT NOTE: HAND DRIVE NAILS AND USE EXTERIOR DECK SCREWS ONLY ON DECKING 36' HIGH GUARD RAIL W/ 2X2 PICKETS a 4' O.G. REQUIRED IF GREATER THAN 30' FROM DECK F.F. TO GRADE MAIN FLOOR PLAN 1/4"=1'-0" r-RONT i:)IEGK AREA 115 50. r-T. i7EGK AREA 100 50. r-T. TOTAL 215 50. r-T. 1n °6 I --I T� A o t00 as z a ♦♦♦ yN E O � SON A gym oo yn CA 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: 2 978 F_ Date: 1-14-22 32 DEMWX 2x BRACE (TYP) POST TO POST FLA6�41NG DETAIL PLAN 0 ASHING E (TYP) E SIDE OF POST POST T POST PSON' PB BASE CONCRETE FTG PER PLAN DECK 5fRACE HRA, I INGz REQUIRED IF POST EXCEEDES 46' CONT. HANDRAIL 34'-38' ABOVE TREAD NOSNG 14L 35 ANGLE SUPPORT TYPICAL STAIR DETAIL AND STAIR NOTES: • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RUN TO BE 10'. • MINIIMUM STAIR WIDTH TO 5E 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN GROSS SECTIONAL DIM. DECK JOISTS PER PLAN DBL JOT MMTI' TLHANGERS AT EA. STRINGER 3-2XI2 P.T. STRINGERS NOTES 4x4 P: W/ PB ON 24' CONCF W/ 2- (TYP 2X 2x PT LEDGER w/ (2) ROWS LEDGERLOK SCREWS 1&' O 'SIMPSON' LUS 'Z' TYPE JOIST HANGER JOIST PER FLOOR SHEATHING NAILING AT 6' O.G. MAX. TO JOIST WITH HOLD-DOWN SIMPSON DTT1Z TENSION TIE PER PLAN PER PLAN ID RIM JOIST 2x WALL FRAMING. (FND* SIM.) FRAMING CONNECTION 8 DECK W/ DIMENSIONAL LUMBER um FOUND,47I0N /FRAMING PLAN 4'-Sj' 2x PT NOTE: HAND DRIVE NAILS AND USE EXTERIOR DECK SCREWS ONLY ON DECKING 36' HIGH GUARD RAIL W/ 2X2 PICKETS a 4' O.G. REQUIRED IF GREATER THAN 30' FROM DECK F.F. TO GRADE MAIN FLOOR PLAN 1/4"=1'-0" r-RONT i:)IEGK AREA 115 50. r-T. i7EGK AREA 100 50. r-T. TOTAL 215 50. r-T. 1n °6 I --I T� A o t00 as z a ♦♦♦ yN E O � SON A gym oo yn CA 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: 2 978 F_ Date: 1-14-22 DEMWX 2x BRACE (TYP) POST TO POST FLA6�41NG DETAIL PLAN 0 ASHING i E (TYP) E SIDE OF POST POST T POST PSON' PB BASE CONCRETE FTG PER PLAN DECK 5fRACE HRA, I INGz REQUIRED IF POST EXCEEDES 46' CONT. HANDRAIL 34'-38' ABOVE TREAD NOSNG I4L 35 ANGLE SUPPORT TYPICAL STAIR DETAIL AND STAIR NOTES: • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RUN TO BE 10'. • MINIIMUM STAIR WIDTH TO 5E 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN GROSS SECTIONAL DIM. DECK JOISTS PER PLAN DBL JOT MMTI' TLHANGERS AT EA. STRINGER 3-2XI2 P.T. STRINGERS NOTES 0 9 2X 2x PT LEDGER w/ (2) ROWS LEDGERLOK SCREWS 1&' O 'SIMPSON' LUS 'Z' TYPE JOIST HANGER JOIST PER FLOOR SHEATHING NAILING AT 6' O.G. MAX. TO JOIST WITH HOLD-DOWN SIMPSON DTT1Z TENSION TIE PER PLAN PER PLAN ID RIM JOIST \,2x WALL FRAMING. (FN00 SIM.) FRAMING CONNECTION 8 DECK W/ DIMENSIONAL LUMBER 2X8 SOLID BLOCf NAIL W/ 2-8d EAC END FOUNDAiION 2x PT LEC LEDGERLOK SCRE / FA�vl 1/4"=1'-0" NG PLAN 2x PT NOTE: HAND DRIVE NAILS AND USE EXTERIOR DECK SCREWS ONLY ON DECKING MA I N FLOOR PLAN 1/4"=1'-0" 36' HIGH GUARD RAIL W/ 2X2 PICKETS G 4' O.G. REQUIRED IF GREATER THAN 30' FROM DECK FF. TO GRADE Z I --I T� A M Z a E00 � SON A gym oo yn CA z00 N� 0 �a U rN 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: 2 978 F_ Date: 1-14-22 f=RONT i:)IEGK AREA c10 50. FT. r;)EGK AREA 100 50. r-T . TOTAL 28B 50. r-T. 16d * 16" O.C. SOLE PLATE NAILING. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 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, Kn = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Be = 1.5 - IBC FIGURE 161330) BE* 1.0, IE = 1.0, R=6.5 C. = 0.154 IN5PECTION5: 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. FOUNDATION5: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" 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 5B 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 41/250 ±1.55o 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 I'40" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT COMERS 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" (w5 AND SMALLER) 2" (% 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 UI. 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-V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.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 I/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREEABRIGATED 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.08675-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 48 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. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 1(od 0 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 1(od Is 8" O.C. SHEAR 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 (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF 8d tv 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 ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(od a 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 U.N.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 8d COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND Sd 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 Sd COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRU55E5: 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 INTERNIATIONAL 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 5HEAR WALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX ad a (o" O.C. 5/8" a (00" O.C.Qa1I = 230 PLF OR 055 1/2" CDX OR 055 Sd 4a 4" O.C. 5/8" 44 32" O.C. QaII = 350 PLF 1/2" CDX Sd a 3" O.C. 5/8" 6 I(0" O.C. Qall = 450 PLF C OR 065 USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" D11 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 NOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM AI53. 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 l" INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 23083.2 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DE51GN IN ACCORDANCE WITH AF4PA SDPWS TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(od a 12" O.C. STAGGERED. V STEM WALL a a a 16 2'-0" a a ° 4 ADD 04 f BAR FOR STEPS EXCEEDING 2'. 8ll ° ° 2 MAX. I MAX. CONTINUOUS FTG. MINIMUM REINFORCEMENT 1 STEPPED FOOTING DETAIL tV 4x12(L=16FTOPTION) 31/2 x 15 GLB (L = 26 FT OPTION) J MSTC40 HOLDOWK 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 UNA. 3/V SUBFLOOR �(3) Sd JOIST -TO -TOP PLATE UN.O. MAINTAIN 4fMIN. I142" END DISTANCE. 1 x 6 STUD * 16" O.C. USE DBL STUD * ENDS OF SHEAR WALLS 4 HOLDOWNS. l0'-0" 2x NAILER AND PT SILL w/ r1h8"4MAX _ANCHOR BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" O.C. UNA. (ALT. MASA * 48" o.C) STHD TYPE HOLDOWN PER PLAN. .04 BAR * loll O.C. - HORIZ 04 LBAR Is 16" O.C. - VERT. FINISH GRADE 04 BAR CONTINUOUS MINIMUM (TYP OF 2) �D D o • D P 8" 2 CRIPPLE WALL WITIH BACKFILL FOUNDATION SI0 SCALE: 3/4" - P-0" NOTE: DO NOT BACKFILL ABOVE 36" UNTIL FLOOR SHEATHING, PONY WALL SHEATHING, AND FILL ARE INSTALLED PER PLAN. STHD HOLDOWN PER PLAN A35 FRAMING ANCHOR 2x PT SILL w/ 5h8" 0 ANCHOR BOLT PER PLAN OR SCHEDULE OR MAXIMUM 32" Of 04 BAR * 10" O.C. HORIZONTAL 04 � BAR VERTICAL 10"O.C.*H=8' 12"O.C.4H=6' 4"a FTG all " SHEATHING (40/20) JOIST PER PLAN OR (2) BAYS BLOCKING AT 24" O.C. w/ (8) 8d TO SUBFLOOR 2) 04 BAR * TOP 04 VERTICAL BAR 'TO MATCH LFTG kg-,,,_04 BAR CONT. 1'-4" (TYP) FOUNDATION AT CRAWL SPACE (ALTERNATE) sl SCALE: 3a" = r-0" m � � ED M �� �e- '<A IOPTION �OPTION `A = 110 SQ FT = I,0I4 SQ 4x12 3�2x12GLB H (TYP. OF 3)v (TYP. OF 3)11_� COPYPIG4 2022, SEGA ENG- NEERS I— (V Z N Lu � O r w 1- -1uiw U d N d) Q 0 0 .. to coo 0 w w a Ij 0 m o U b � •1-1 ty � r•y rl U A I . r..o Ad m CO o U n a b a cq w cq TT �� w �J w M w cq Lu r JOB 03-051 GENERAL SfiRUCfiU�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 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, Kn = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Se = 1B - IBC FIGURE 161330) $Ds = 1.0, le = 1.0, R=6.5 C. = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SUWACES 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 1'46" 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 5B 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 41/250 ±1.55o 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 I'-(o" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT COMERS 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" (w5 AND SMALLER) 2" (% 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 UI. 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 (GLIB) 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-V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.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 I/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 8 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 V-0" WIDE. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 46" AND NAIL WITH I(od 6 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 tv 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 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 a 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 U.N.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 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 8d 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 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRU55E5: 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 5HEAR WALL 5GNEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR 5OLT5 (3) REMARKS (4, 5) 1/2" CDX Sd 6" O.C. 5i$" 44 60" O.C. Qall = 230 PLF OR 055 1/2" CDX OR 055 Sd 4" O.C. Sig" 32" O.C. Qall = 350 PLF 1/2" CDX Sd 3" O.C. 5/S" 1(o" O.C. Qall = 450 PLF C OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" D11 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 AI53. 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 l" INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 23083.2 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53. 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 s 12" O.C. STAGGERED. V STEM WALL a a 2'-0" 4 a a a 4 a 2 8" a 1 MAX. MAX. CONTINUOUS FTG. MINIMUM REINFORCEMENT 1 STEPPED FOOTING DETAIL st 0 SCALE: 3/4" = r-m" 4x12(L=16FTOPTION) _ _---------- A x 15 GLB (L = 26 FT OPTION) ADD 04 J BAR FOR STEPS EXCEEDING 2'. 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. Ibd 5 16" O.C. SOLE PLATE NAILING. �3/4" SUBFLOOR (3) Sd JOIST -TO -TOP PLATE UNA. MAINTAIN MR I1/2" END DISTANCE. 2 x (o STUD ® 16" D.G. USE DBL STUD * ENDS OF SHEAR WALLS 4 HOLDOWNS. 2x NAILER AND PT SILL w/ r1'e ANCHOR BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" O.C. UN.O. (ALT. MASA a 46" O.C) STHD TYPE HOLDOWN PER PLAN. -*4 BAR a 10" O.G. - HORIZ p 04 MBAR a 16" O.C. - VERT. FINISH GRADE 04 BAR CONTINUOUS MINIMUM p (TYP OF 2) D p P p D � 8" �1'-4"� 2 CRIPPLE WALL WITIH BACKFILL FOUNDATION 51.0 SCALE: 3j4" = I'-0" NOTE: DO NOT BACKFILL ABOVE 36" UNTIL FLOOR SHEATHING, PONY WALL SHEATHING, AND FILL ARE INSTALLED PER PLAN. STHD HOLDOWN PER KAN- A35 FRAMING ANCHOR 2x PT SILL w/ 5/e" m ANCHOR BOLT PER PLAN OR SCHEDULE OR MAXIMUM 32" O.G. 04 BAR 6 10" O.C. HORIZONTAL 't 04 r BAR VERTICAL 10"OL.aH=8' 12"OL.4H=V 4"4, FTG " SHEATHING (40/20) JOIST PER PLAN OR (2) BAYS BLOCKING AT 24" OL. w/ (8) 8d TO SUBFLOOR '2) 04 BAR a TOP *4 VERTICAL BAR TO MATCH LFTG H � O ., �to coo a w w � ao m om q O U b a IA i.l .1 U A I 46bt m 1-0 o U � rn a b a cq w cq T p� w �1 rn W 0 w cq cq all e4 BAR CONT. I' -4" (TYP.) V► 3 FOUNDATION AT CRAWL SPACE (ALTERNATE) SI.O SCALE: 3/4" = I'-0" A Lu Ll Cl� o A ALU A24 - BE LSTA24 - BEAM H J TOP PLATE � � (-tO TOP PLATE 0 I A - 110 SQ FT 4x12 A = 1,014 SQ FT ij 14 x _v A x12GLB R (TYP. OF 3) (TYP. OF 3) COf= I'RIGI�T 2022, SEGA ENGINEERS 0 1 m��Nwnjl JOB 03-051 GENERAL STRUCTURAL NOTES I(od a 16" O.C. SOLE PLATE NAILING. 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, Krt = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D So = 1B - IBC FIGURE 161330) $ Do = 1.0, 1 e = 1.0, R = (0.5 C. = 0.154 INSPECTIONS: 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 1'4" 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 t0 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 PC = 3,000 PSI WITH 5B 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,, ±1.5°r, 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 I'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT COMERS 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" (% AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 OR BETTER POSTS OF*2 OR BETTER 2x FRAMING HF*2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM t0 "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM (0" 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 2304.10B. 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-V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.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 8 MANUFACTURED t0 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 4x& 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 V-0" WIDE. STUDS SHALL BE CONTINUOUS FROM SILL PLATE At FOUNDATON TO TOP PLATE AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 1(od a 12" O.C. STAGGERED. STAGGER SPLICES At TOP PLATES MINIMUM 46" AND NAIL WITH I(od 6 8" O.C. SHEAR 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 (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF ad tv 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 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 1(od a 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 U.N.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 b" 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 6" 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 t0 WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SNEER WALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARG5 (4, 5) 1/2" CDX ad tv (O" O.C. 5/8" a (00" O.C. Qa11 = 230 PLF OR 055 1/2" CDX ad s 4" O.C. 5/8" a 32" O.C. Qa11 = 350 PLF OR 055 1/z" CDX ad tv 3" O.C. Sig" a 1(o" O.C. Qdll = 450 PLF C OR 055 USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION 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 AI53. 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 t0 BE 3" x 3" x 1/4" PER IBC SECTION 23083.2 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53. 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 111 12" O.C. STAGGERED. CONTINUOUS FTG. REINFORCEMENT _ 4 x 12 (L - 1(v FT OPTION) _ _ 31/z x 15 GLIB (L - 26 FT OPTION) V STEM WALL a 9Z__ f a a D 04 f 5AR FOR PS EXCEEDING 2'. MAX. 1MAX. STEPPED FOOTING DETAIL J 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 UNA. 3/4" SUBFLOOR �(3) Sd JOIST -TO -TOP PLATE UN.O. MAINTAIN 4fMIN. IV/2" END DISTANCE. 2 x 6 STUD * 16" O:G. USE DBL STUD a ENDS OF SHEAR WALLS 4 HOLDOWNS. 10'-0" 2x NAILER AND PT SILL w/ 5/84MAX _ANCHOR BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" O.G. UNA. (ALT. MASA ® 48" O.C) STHD TYPE HOLDOU N PER PLAN. -04 BAR 9 10" O.C. - HORIZ. "r o 04 BAR Is 16" O.C. - VERT. FINISH GRADE 04 BAR CONTINUOUS MINIMUM (TYP OF 1) �D D � A • D P 8" 2 CRIPPLE WALL WITIH BACKFILL FOUNDATION SI0 SCALE: 3j4" ■ I'-0- NOTE: DO NOT BACKFILL ABOVE 36" UNTIL FLOOR SHEATHING, PONY WALL SHEATHING, AND FILL ARE INSTALLED PER PLAN. STHD HOLDOWN PER PLAN A35 FRAMING ANCHOR 2x PT SILL w/ k8"4 ANCHOR BOLT PER PLAN OR SCHEDULE OR MAXIMUM 32" O.C. 04 BAR ® 10" O.G. HORIZONTALS 04 � BAR VERTICAL 10"O.C.0H=a' 12"O.C.4H=6' 4"4 FTG ell " SHEATHING (40/20) JOIST PER PLAN OR (2) BAYS BLOCKING AT 24" O.C. w/ (8) 8d TO SUBFLOOR 2) 04 BAR B TOP 04 VERTICAL BAR TO MATCH LFTG --,,-04 BAR CONT. (TYP) FOUNDATION AT CRAWL SPACE (ALTERNATE) QvlO SCALE: 3/4" - I'-0' m� M �e X,� in JO iOPTION A - 110 SQ FT 4x12 (TYP. OF H COPYRIGHT 2022, &EGA ENGINEERS H N Z N W � lL O0 W LL -1uiw U d) d) cl 114 4) � o to coo 0 W w a ao � cn a m 0 om U b � r� •1-1 .�0..11 � i� U A I . �..d m 'o bt � i�i O U � n a b 0 cq W cq w �.1 rn w w cq Lu JOB 03-051 1/2" RATED SHEATHING Sd a 6" O.C. (4" O.C. Is SIMJi� EXTERIOR SHEATHING PER 1�z" RATED SHEATHING w/ NOTE: � PLAN OR SCNEDULE ELOP ad G 4" O.C. TO FRAMING CAPACITY OFCONNECTOR,N w STAGGERED SHEATHING w cq 0- PER PLAN. EXTEND OVER " @ H1 FRAMING ANCHOR ad 4 O.C. TRUSS PER PLAN 2x VENTED BLOCKING. EACH TRUSS. USE HIOA-2 @ @ At DBL TRUSS. GABLE END TRUSS. � 1 2x BLOCKING w/ 16d � 8" O.C. 2x BLOCKING wl l2) ad DBE 2x TOP PLATE. w LL Sd � 6" O.C. t0 STUD EACH END (BEAM At SIMJ � W � 1/2" RATED SHEATHING U d N A35 tv 48" O.C. RAFTER OR TRUSS PER PLAN Ilk DBL 2x TOP PLATE. LAP (USE 24" O.G. AT SIM.) w/ (2) ad TO 2x BLOCKING 2x VENTED BLOCKING. TRUSS PER PLAN CONNECTOR STRAP END NAIL t0 TRUSS � DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER \-4'-o" MIN. 4 NAIL E 1LA P 4" O.C. 16d tv 6" O.C. STAGGERED. OR Q 48" O.C. SECURE w/ 2x STUD PER PLANPER PLAN. EACH END w/ (2) Sd.A34 EACH END. STAGGERED. ADD L6TA24 TO NOTE: NOTE: WALL SHEATHING AND NAILING SPEfCE PER PLAN SHEATHING NAILING 1 SEE ARCH FOR FLASHING INSTALL CONNECTOR PRIOR PER PLAN OR SCHEDULE. PER PLAN OR SHEAR 2x FRAMING PER PLAN. REQUIREMENTS. 2x STUD (NOT w SIM) TO PLACING COMMON TRUSSES SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADER SIM.) o MEMBER OR BLOCKING .0 o an o � o w � ew 1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING GABLE END 3 LOWER ROOF FRAMING 5HEAR WALL DRAG 5TRUT CONNECTION � a S2 0 SCALE: 1" = 1'-0" S2 0 SCALE: I" = 1'-0" S2 (d SCALE: 1" = 1'-0" S2 0 SCALE: I" = 1'-0" 0 0 Pit SHEATHING 4 NAILING PER PLAN. b a SPLICE TO OCCUR ON COMMMON DBL 2x TOP PLATE U 5 NOTE: 16d IV' O.C. SOLE MEMBER OR BLOCKING .. SHEATHING 4 NAILING PER SHEATHING 4 NAILING PER PLAN. SEE ARCH FOR FLASHING PLATE NAILING. ad G 4" O.C.1(od 8" O.C. SOLE a � PLAN OR SCHEDULE. SPLICE t0 OCCUR ON COMMON --- REQUIREMENTS. 1'/1" SHEATHING m „ MEMBER OR BLOCKING PLATE NAILING. NDR PER PLAN. Sd a 4 O.C. SUBFLOOR PER PLAN 2x CONTINUOUS RIBBON (3) ad JOIST -TO -TOP NOTE: 2x BLOCKING AS REQ'D j . m ROOF SHEATHING PLATE U.N.O. MAINTAIN SEE ARCH FOR ` �- -- --- ---- MSTC HOEDOWN PER PLAN 2x BLOCKING MIN.11 SUBFLOOR PER PLAN 1z END DISTANCE. FLASHING REQ TS -------------------- r a SCRAP PER PLAN 3x BLOCKING. EXTEND b L1�_0�� ! (2) BAYS (24" MINIMUM) cq TRUSS OR RAFTER 2x BLOCKING w/ 16d G 8" O.C. OR TO CORNER cq 2x STUD (SIM ONLY) j (TYP) cn w TRIMMER STUDS) w MSTC HOEDOWN PER PLAN w cq cq TRUSS OR RAFTER _/ j PER PLAN EUS24 HANGER FLOOR TRUSS KING STUD-\ (SIM. ONLY) PER PLAN 2x NAILER OR TRUSS 2x BLOCKING FOR 11 TRUSS OR RAFTER w/ 16d Is8" O.C. TRUSS HANGER G SIM 2x DBL TOP PLATE. LAP SPLICE FLOOR TRUSS PER PLAN \-4'-O" MIN. 4 NAIL w/ 16d ,@ 4 LUS HANGER BY O.C. STAGGERED. TRUSS SUPPLIER HANGER BY TRUSS SUPPLIER , 1�z" RATED SHEATHING 4 2x FRAMING PER PLAN. BEAM PER PLAN NAILING PER SCHEDULE. EStA SCRAP PER ' 5 ROOF FRAMING 5HEAR WALL rgo T''PIGAL FLOOR FRAMING CONNECTION 7 FLOOR FRAMING CONNECTION BEAM PLAN (TYP). 8 o SCALE: I" = P-0" s o SCALE: I" = 1'-0" 8 o SCALE: I" = 1'-0" 2x SILL PLATE ' . . . . . MSTC HOEDOWN 16d @ 8" O.C. SOLE I I ------ --- --- ------ — STRAP PER PLAN PLATE NAILING. FLOOR TRUSS PER PLAN (3)16d TO TRUSS WEB (TYP.) SUBFEOOR PER PLAN 2x RIBBON NAILER (TYP) SUBFLOOR PER PLAN 1/2" SHEATHING w/ 8d 8d a 4" O.C. 3x BLOCKING SHEATHING 4 NAILING 16d all O.C. SOLE Sd 411 O.C. .6 6" O.C. EDGE NAILING. 2x FRAMING w/ (3) (TYP) PER PLAN OR PLATE NAILING. SHEATHING 4 NAILING (NOT tv MANF PANEL) 16d TO TRUSS WEB SCHEDULE PER PLAN. PANEL EDGES _ = _---------- _----- . 8 5HEAR WALL FORCE TRAN5FER DETAIL ad � 6 " O.G. LINO --- ---- -- TO OCCUR ON COMMON S2 0 WALE: 1" = 1'-0" 3/4" SUBFLOOR MEMBER OR BLOCKING. i TRUSS PER PLAN i l j ii `i SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. LSTA24 STRAP JOIST PER PLAN 11Z" SHEATHING INFILL BLOCKING (FAR SIDE) Sd � 6" O.C. EDGE NAILING OR (BEAM At SIM) 16" � w/ Sd a b" O.C. EDGE NAILING. MANUFACTURED BLOCKING PANEL. 2x TOP PLATE 10 MINIMUM NAIL SHEATHING TO NDR X", (NOT At MANF. BEOCING PANEL) 16d tv 4" O.C. HDR PER PLAN. EXTEND w/ ad 3" O.C. EACH WAY. CID 16d is 4" O.C.Lu BEAM PER PLAN SHEATHING 4 NAILING PER OVER PANEL t0 KING Stl,lp. _+ r + + + r + + L ((0) 16d KING SCUD t0 La 2x FRAMING PER PLAN. PLAN OR SCHEDULE. + + + ..+ „; HEADER ' r + r + r + 'r r 11 II r g 5HEAR WALL FRAMING AT FLU5H E3EAM 10 FLOOR FRAMING � GANT. J015T 11 FLOOR FRAMING � INTERIOR 5HEAR WALL j !+' 2x KING SCUD w/ 2x 5�11 � 52.0 SCALE: 1" = 1'-0" S2 (d SCALE: 1" = 1'-0" S2 0 " ' " x"! .i SCALE: 1 ' 1-0 FASTEN TOP PLATE TO , CRIPPLE STUD HEADER w/ (2) ROWS .1+1 j:! 16d AT 3" O.C. .. j:j 4x BLOCKING a MIDDLE 2x BLOCKING w/ (3) 8d 2x STUD PER PLAN. USE MINIMUM 16d 16" O.C. SOLE ;! jr+j 24 IF REQUIRED. ad�6"O.C. II PLATE NAILING. � l2) 2x STUD 9 ENDS OF SHEAR 2x STUD PER PLAN. USE DBL 10'-0" MAX. ' TOE -NAIL t0 4x BEAM 4 .r r. rr-ram rrr-rr +; (2) 8d TO JOISTS. WALLS 4 HOLDO%S. SEE SHEAR 3/4" SHEATHING STUD At END OF SHEAR WALLS (8'-0" SIM) +,+r-' '-' j : SUBFEOOR PER PLAN WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x1%" 4 HOLDOWNS. SEE SHEAR WALL +,+j j+j 1/z" RATED SHEATHING (24/0 EXP I). JOIST PER PLAN WASHER SEE SCHEDULE FOR SCHEDULE FOR 3x STUDS. +,+ j:` NAIL w/ (2) ROWS 8d a 3" O.C. At SHEATHING 4 NAILING PER SHEATHING 4 NAILING PER ' 2x4 wl l8) 16d At SIZE 4 SPACING.USE Na"o At , ;j !', PANEL EDGES. PLAN. SPLICE TO OCCUR PLAN OR SCHEDULE (2) 2x CRIPPLE BEAM PEKE. ON COMMON MEMBER 60" O.C. UN.O. STUDS. +,:j ; 4" SLAB ON GRADE OVER 2x4 GUSSET EA 2x Pt SILL ri+� r SIDE w/ (8) 16dTt (NOT A METAL CAP) OR BLOCKING. MIN. 6 MIL VAPOR BARRIER ++ (2) 2x PLATE. (NAIL (ALT. METAL CAP) *4 AR - HORf Z. :j. + + o� 6" MIN. (NOT S.OlJ ! FINISH GRADE OR ;,1 a a j SNTG t0 EA PLATE) 4x4 Pt POST FINISH GRADE 12" MAX. 1 SLAB ON GRADE j TOP OF STEM WALL ' STHD HOEDOWN PER PLAN. 4 2x Pt SILL w/ ANCHOR BOLT ELEV. VARIES ' (4x6 AT SPLICE) ++ + (S.O.G. a SIM.) , STND HOEDOWN 1 -_j 4 1 BAR ,9 24 O.C. - VERT. a 4 3 x 3 x i4 WASHER PER MAB ANCHOR 18" 1'-6" MIN 1I_(OER PEAN Q , PLAN OR SCHEDULE. USE STHD14 HOEDOWN UNO. ' L 2x P5 SILL (ALT. A34 ANCHOR MIN. MIN. /a 4 a 60 O.C. MIN. (2) 8 4 ANCHOR BOLT w/ MIN. TWO SIDES) 12 4 -0 MAX. 04 BAR CONTINUOUS ,\-7 EMBEDMENT 4 3" x 3" x 144" FTG PER PLAN D ° MIN. S„ Q D V o MBAR 24 O.C. -VERTICAL GALVANIZED 1E WASHER ° ® O ° O �'4 BAR CONT. FOUNDATION PER PLAN. MIN. 8" THICK STEM WALL w/ FINISH GRADE p p 8" 8�� (TYP.) 04 BAR HORIZ. TOP 4 BOTTOM. 1'-4° - 5 _o 12 PORTAL FRAME PANEL 13 FLOOR FRAMING AT CRAWL 5PAGE 14 FOUNDATION AT CRAWL 5P,ACE 15 FOUNDATION AT 5LAE3 ON GRADE s o SCALE: NONE S2 0 SCALE: 1" 2 1'-0" S2 0 SCALE: 1" 2 1'-0" S2 0 SCALE: 1" 2 1'-0" COPYRIGHT 2021, SEGA ENGINEER JOB 03-OB1