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Building Plans - 2853; <5 OR MORE WEATHER RESISTANT BARRIER OVER SHEATHING OR SUBSTRATE FINISH SIDING GSM TRIM FLASHING WITH 3" MIN. VERTICAL LE& IORIZONTAL WOOD TRIM 2x6 EXTERIOR WALL -1/16' PLY OR OSB SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS - SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP -1/16' PLY OR OSB SHEATHING, TYP. v TRUSS OR RAFTER PER PLAN HOff' I Z. TRIM ,4T S-I004TH INCS/LJOOt) STUDS ROOF To UJ,4L.L FL,4SH INCS flrET,4 f L. N.T.S. N.T.S. MASONRY VENEER - GENERAL NOTES PER SEC. R-103.8 ANCHORED STONE AND MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER, TABLE R-10330) AND FIGURE R -103B. - MAXIMUM THICKNESS 4 INCHES E 20 FEET HIGH - SDG D0 E D1 MAXIMUM 4 INCHES THICK d MUST HAVE WALL BRACING - SDG D2 MAXIMUM 3 INCHES THICK d MUST HAVE WALL BRACING - MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LOAD OTHER THAN THE DEAD LOAD OF THE VENEER ABOVE. - MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. - METAL TIES MAXIMUM 24 INCHES HORIZONTAL < VERTICAL SPACING. - TIES IN SDC DO, DI, 4 D2 MUST SUPPORT NO MORE THAN 2 SQ FT OF WALL AREA (HOOK INTO VENEER REINFORCEMENT WIRE). - FLASHING TO EXTERIOR REQUIRED AT ALL OPENINGS E HORIZONTAL TRANSITIONS. - MINIMUM 3/16' DIA. WEEPHOLES REQUIRED ABOVE FLASHING AT A MAXIMUM OF 33 INCHES ON CENTER - AIR SPACE MINIMUM I IN. - MAXIMUM 4-1/2 INCHES GROUT THE LEFT ELEVATION /411=11-011 -71 VI`1� Y VIRLLI� (ADHERED) COPYRIGHT 2010 r—O I 7 Landmark Design Inc. ALL RIGHTS RESERVED ELEVATION 1/411=11-011 /411=11-O11 HOUSE NUMBERS TO BE VISIBLE d LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH E A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 Z M A $_0y� Ao N� o.. 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: L2M-2853 Date: 5-18-21 1 a N 1 N -1' •:K1 6) 1 M B.P. 2' m �n F U z X6 T �Q Q1, -� =3 xr cn X9 � cn 3 OPEN TO BELOW IQ � 9 UN SHELF nx2VO FX 1-1 Man Q STOR. ter, CLOSET LOFT 8' CLG. -lei Pw 01 iv O1MIN. HSPF 95 Ulm er MAX BTU/ 15 R FF C 31,890 6 S.C. 6 �`+ © FURN INSULATE - - - MECH. CLST If V B.P. S.D. 11O0V B.P. I BEflROOM 3 FACE OF W4LL FLUSH W/ 8' CLG GIRDER T"S ABOVE BEPR OM 4 VAULT D CLG. I EGRESS I K4AO XO I XO 2'-6j' L S -_-j- 4'-11j' -11-0' 1'-0' J. 10'-6' 14'-0' M 1 m _ a UFiaER FLOOR FLAN INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 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 IBUILDING 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 18 NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. 9 ;t 30'-0' 4'-2j' 4'-0' 4'-0' 3'-A' I It 2/6x5/+91 FX 11-1104,, 5UILT-N 11 ME Q MA I N PLOOR: O GH 1522 50. PT. UPPER A771 C: C. 8 0 6ARA6E : 51� 1 50. PT. x 58 50. F7. 61 0 COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED V XO N N Fx M Wye 1 cM UFiaER FLOOR FLAN INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 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 IBUILDING 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 18 NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. 9 ;t 30'-0' 4'-2j' 4'-0' 4'-0' 3'-A' I It 2/6x5/+91 FX 11-1104,, 5UILT-N 11 ME Q -11-31 HVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 9.5 HEAT HEAT PUMP t0 BE MODEL CARRIER PUMP 25VNA62450030 8/0x5/ XOX _, _ _ PININ6 ROOM 9' CLG. 6RE,4T ROOM - I � UMETAL FIREPLACE DW N IN w INSTALL PER MFR 0 I 4 SPECS. PROVIDE 6' 4 - O SQ. IN. OUTSIDE AIR KITCHEN L`+ D.Y. z 9' LG. El I SINK O z LU 0 R40 W/ MICRO O. BLT-1NN s O E.F. I 8'-3' 4'-0' O � r 1 C4 e PNTR. 1 ❑ 'n C BN A D A L O, IN _ 0 UP\STA IR \ / /� o . 7 2X6 COFFERED I'-0' 0 N O TION CLG. LN. -, 0 P R2 �G'/A �� tYP. O I� _ �U 42' GUARD RAIL PAI VEIS z PER I.R.C. TYP. I I� 'n I� OX 110V 9 CLG. W 0 J N m OPEN TO I IN Q I S.D. B VE 5'-4' 2'-8' 3'-0' - L ---------J ARCH ' 9 CLG. X&- UAL INE 13/8' MIN. SOLID CORE ELECTRIC WA E SELF CLOSING °O HEATER WITH WOOD,St OL DOOR G RINTEGRATED HEAT I m 20 MIN. RATED PUMP TIER III IMPACT BARRIER NEAA SPEC, MODEL R EEM PROPH50 0 E a it GOVEPORGHO IN �p o H GONG. RR9i�GR' HEAT DETECTOR INTERCONNECTED ❑ ®50 CFM PER 31423 0 2imXsim AW 0 MA I N PLOOR: O GH 1522 50. PT. UPPER A771 C: C. TOTAL.: 0 6ARA6E : 51� 1 50. PT. FRONT PORCH: 58 50. F7. REAR PORCH: 0 COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED V XO 2/61/0 Fx -11-31 HVAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF 9.5 HEAT HEAT PUMP t0 BE MODEL CARRIER PUMP 25VNA62450030 8/0x5/ XOX _, _ _ PININ6 ROOM 9' CLG. 6RE,4T ROOM - I � UMETAL FIREPLACE DW N IN w INSTALL PER MFR 0 I 4 SPECS. PROVIDE 6' 4 - O SQ. IN. OUTSIDE AIR KITCHEN L`+ D.Y. z 9' LG. El I SINK O z LU 0 R40 W/ MICRO O. BLT-1NN s O E.F. I 8'-3' 4'-0' O � r 1 C4 e PNTR. 1 ❑ 'n C BN A D A L O, IN _ 0 UP\STA IR \ / /� o . 7 2X6 COFFERED I'-0' 0 N O TION CLG. LN. -, 0 P R2 �G'/A �� tYP. O I� _ �U 42' GUARD RAIL PAI VEIS z PER I.R.C. TYP. I I� 'n I� OX 110V 9 CLG. W 0 J N m OPEN TO I IN Q I S.D. B VE 5'-4' 2'-8' 3'-0' - L ---------J ARCH ' 9 CLG. X&- UAL INE 13/8' MIN. SOLID CORE ELECTRIC WA E SELF CLOSING °O HEATER WITH WOOD,St OL DOOR G RINTEGRATED HEAT I m 20 MIN. RATED PUMP TIER III IMPACT BARRIER NEAA SPEC, MODEL R EEM PROPH50 0 E a it GOVEPORGHO IN �p o H GONG. RR9i�GR' HEAT DETECTOR INTERCONNECTED ❑ ®50 CFM PER 31423 0 2imXsim AW 0 WHOLE HOUSE VENTILATION: *REFER TO SHEET N-2 TABLE 1505.4311) < 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. MAIN FLOOR PLAN - 1/411=11 -011 MA I N PLOOR: 1065 SQ. PT. UPPER fL.00R: 1522 50. PT. UPPER A771 C: 468 SQ . PT. TOTAL.: 6ARA6E 6ARA6E : 51� 1 50. PT. FRONT PORCH: 58 50. F7. REAR PORCH: I OCI 50. PT. COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED A Wye (L)So o USE 1/2' GWB ON ALL WARM AND N� N x STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN I/2' GWB 4P 3'-3' 2'-3' WNO DUCT OPENINGS 01 09 IN GARAGE. ' DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 16 /0 x 8/0 O.H. DOOR 16' - 3' R.O. LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN BLUE 18 AWG TRACER 1.5 INCHES FROM TOP OFWIRE REQUIRED AT NON- METAL WATER SERVICE THRESHOLD. (83113.1) 5'-6' 5'-6' 19'-0' PIPING PER UPC 604.9. _ WHOLE HOUSE VENTILATION: *REFER TO SHEET N-2 TABLE 1505.4311) < 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. MAIN FLOOR PLAN - 1/411=11 -011 MA I N PLOOR: 1065 SQ. PT. UPPER fL.00R: 1522 50. PT. UPPER A771 C: 468 SQ . PT. TOTAL.: 2855 50. PT. 6ARA6E : 51� 1 50. PT. FRONT PORCH: 58 50. F7. REAR PORCH: I OCI 50. PT. COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED GENERAL NOTES: I. ALL WORK t0 BE IN CONFORMANCE WITH 2018 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES t0 OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING At ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS t0 BE WATERPROOF t0 MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS E KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.-I5 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED t0 MAXIMUM 1.0 G -PM FLOW. i. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0 BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - t0 BE INSTALLED PER SEC 83143 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 t0 BE INSTALLED NOT LESS THAN 3 Ft. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. ALARMS t0 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 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR t OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2016 IRC t WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER 8303.5.2. 14. GAS PIPING IS t0 BE PROTECTED PER G241SCI. 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 E 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 E WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) Ii. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.I. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10b68mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE 1-11502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC TABLE R402.4.1.1. UTILTY ROOM NOTES/MAKE UP Al PER IRC G2439 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 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. E ::i a 100 SQ INCH TRANSFER GRILL Z- 0o0 0 ,0 M �W �♦� E A Wye (L)So o .V 2 �o N� N x 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M-2853 Date: 5-18-21 0j, FOUNDATION NOTES: r s 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 4XI0 DFL "2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 6' 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 IS' -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 R406. •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 10.110REVENT WOOD TO CONC. CONTACT W/CONT. FLASHINGS OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE E SPACING (SHT 51.0). FOUNDATION PLAN /4"=1'-O" STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. 12' MINIMUM AWAY FROM HOLDO NS COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED FOUNDATT ON AT FATIO NTS USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS MIN. 2' AIR SPACE 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBf STUB *4 BARS INTO CONC. SLAB 0 16' O.C. VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1063/150 = 1.09 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 11 VENTS REaV Z v Vi E Z� z� ' � �en W1 N� O.. 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: L2M-2853 Date: 5-18-21 ATTIC FLOOR FRAMING PLAN 1/411=11-011 411C11-011 :ONT. DBL. TOP PLATE ?-10 R1610 INSULATION SHADED AREA) 4-X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION nETAIL NTS N N O z LU 8302.12.1 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 0 CEILING TRUSS EDGE VIEW TRUSS LENGTH VIEW TRUSS EDGE VIEW a GARAGE WALL TRUSS TOP VIEW 0 GARAGE WALL SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB is CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING PANELS w/ DRAFTSTOPPING GW5 is CEILING FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKING PANELS w/ DRAFTSTOPPING SCALE: 1/2' = V-0' I 17RA�=7570PPIN6 DETAIL FRAMING NOTES: I. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS a 24' O.C. 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. 6X6 PT POST W, EPC GAF LSTA36 - HDR 4 SILL TO 3x BLOCKING (TYP. 2 PLACES) 5 CO NZ;� FL.®®K fK/ilkM I I C7 f;_-%.��N (TYP OF 2) 1/411=11-011 ) 2x4 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2853 Date: 5-18-21 3. M U Z10 w� �♦� E Z� �zenen N� N x 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2853 Date: 5-18-21 3. ROOF VENTILATION CALCUL AT I ONS 4 REQUIREMENTS AT LEAST 40964 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 SAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - 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 88021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 8806.3 - 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 LC ROOF OVERFRAM E NOTES: IRC SEC 8802.3 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). ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 DF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS E WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 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'x30' PER IRC SEC. R80i.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. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 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 4X4 PT PO: EPCZ (TYP C :ONT. DBL. TOP PLATE ?-10 RIGID INSULATION SHADED AREA) 4X HEADER KING STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL 52 0 (TYP OF 2) ROOF FRAMING PLAN 1/4"=1'-O" DDER FRAME 4' O.G. STAIRWAY CEILING JOIST 9 CLOSET ) 2x6 UPPER ATTIC ROOM 1/411=11-011 NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER FLOOR PLAN STUD NOTCHING AND BORING vvr r nlvrl 1 201W Landmark Design Inc. ALL RIGWTS IRESERvED - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 4096. - 60% BORING IF DOUBLED E LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2853 Date: 5-18-21 II ELI z 'n Vi ZIC 0� �♦� E z coo, o z� �o N N O �a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2853 Date: 5-18-21 II ELI 2x6 02 OF STUDS 6 16' O.C. ATTACH STUDS TO TOP 4 BOTTOM PLATE (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE G WALL ASSEMBLY AND THE BOTTOM PLA' A SINGLE STUD. INSTALL 2x6 WOOD STUC HORIZ. AS GROSS -BRACING POSITIONED MID -HEIGHT OF THE WALL. TYPE 'X' GWB APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED W/6d GEMENT COATED 1l/8' CUP -HEAD DRYWALL NAILS W/.0915' SHANK DIA. 4 1/4' HEAD DIA. SPACED 6' 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 EMBEDDED IN FIRST LAYER OF COUMPOUND OVER WALLBOARD JOINTS. SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR EAVE VENTING) 2X8 FASCIA BOARD 7{6' LP® FLAME5LOCK9 FIRE -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/11/&' 6d COMMON NAILS SPACED 6' O.G. AROUND PERIMETER 4 12' O.0 IN THE FIELD. 51/2' THICK NOMINAL 3 PGF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS, GROSS -BRACING 4 TOP/BOTTOM PLATES. WEATHER BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EXTERIOR WALL COVERING: 1. FIBER CEMENT BOARD 2. Tl -I1 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING " UJ/ IN 3r MIN. 6x6 PT POST MI6' LP® FLAMEBLOCKO FIRE -RATED OSB SHEATHING OR No' TYPE 'X' GWB SHEATHING - SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE DESIGN: (ICC -ES REPORT - ESR -1365) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY NO SCALE EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 H I HOUR �IRE—RE51571\/E D FIRE BLOCKING AND DRAFTSTOPPING PER SEC. 302.11 4 302.12 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 2. AT ALL INTERCONNECTIONS 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. 83021 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. 1 H � w �=2 luJ 1L/n0 w~< d) 01 at - j !P CV (P _1 j GRADE ATTIC VENTILATION AT LEAST 4096 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 SAVE VENTING. FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. 12 GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) ISARAISE STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 4096. - 6096 BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 4096, BORING 6096. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. ON LOFT AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN 7W6' SHEATHING EXTERIOR WALL COVERING PER PLAN STAIR NOTES: PER IRC 8311.1 • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM. HANDRAIL TO 13E PRESENT ON • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR 4' SP14EFE SHALL WANNDGRIP PORTIOAST ONEN OF HANDROF AILS CONSTRUCTION. NOT PASS THROUGH SHALL HAVE CIRCULAR CROSS SECTION MAXIMUM RISE t0 BE 1-3/4'. OF 11/4' MIN. 4 2' MAX. EDGES SHALL HAVE A MIN. RADIUS OF • MINIMUM RUN TO BE 10'. C, ALL REQUIRED GUARDRAILS TO BE 36' • MINIMUM HEAD HEIGHT TO BE V-8'. MIN. IN HEIGHT. • MINIMUM STAIR WIDTH TO BE 36'. OPENINGS FOR REQUIRED GUARDS ON ' PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF THE SIDES OF STAIR TREADS SHALL NOT TREAD NOSING AND MUST EXTEND BEYOND BOTTOM ALLOW A SPHERE 4 INCHES (102mm) TO PASS THROUGH. PER 831213 • PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED 34' MIN.-114MAX WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES NOSING • MIN. 36' HIGH W/ CLEAR SPACE PER R312A AND 831212 HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. 2! • WINDING TREADS PER IRC R311.1BZ IO' MIN SPIRAL STAIRS TM gp 6' SPHERE UNABLE PROVIDE MM 1 I/2' RUN e A POINT 12' TO PASS THROUGH OPENING FROM WHERE TREAD IS NARROWEST OC BELOW STAIR INSTALL U2' PER IRC 8311.1.10.1 GWB * CEILING, AND WALLS (3) 2X12 STRINGERS / FIRE BLOCKMG • MID -SPAN AND M STUD WALLS ALONG AND M LINE CONT. HANDRAIL 34'-38' / WITH STRINGERS IF AREA UNDER ABOVE TREAD NOSING. THRUST BLOCK STAIRS IS UNFINISHED PICKETS PER IRC INTERIOR ON OPEN SIDE Zz / DECK 1' PT RISERS / JOISTS PER PLAN i DBL JST P.T. 2X12 TREADS HU212 TO STRINGS MTL. HANGERS AT EA. STRINGER \ 3-2XI2 P.T. STRINGERS 3 LANDING GDNG PDD ,\- EXT RIO R EAVES WITHIN 5'-0' OF PROPERTY LINE \ PER IRC 302 4 TABLE 8302.1 R-21 INSULATION VE (2) 2x4 T( Ll __1GWB 2x 2x4 STUD 16' O.C. 2x4 BOT. nnnnnnnnnnnnnnr GRAALSPAGE AL STAIR DETAIL AND NOTES COMPOSITION ROOF W/ 30" INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. 12 ROOF DRIP EDGES PER SEC. 89052.8.5 TIPROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. n. � / ❑fir, Pa 'A I . - a *(V 1-4 M 00 BATH \\/ iP'_ I Tr_J..11=1�I 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. BUILDING SECTION O.C. R-21 INSULA UTILITY FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) R-461 INSULATION MASTER 5ATH INING KV J I I NSULATI JI r COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED 2x SCREENED EAVE VENT BLOCKS W/(4) 21/$' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL (2) 2x6 TOP MR 2x6 STUDS O I&'O.C. 1/2' SWT'G (APA RATED 24/0) WATER PROOF BARRIER EXTERIOR SIDING PER ELEVATION R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) T IGHTL INE FOUNDATION DRAIN: 4' DIA. PEW. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC NO z a *(V 1-4 M 00 z a ♦♦♦ E N CCA W EGo � SON 0� E� zN N N� N x 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2M-2853 Date: =✓-18-21 �7 .#2#0&6#2'6;8'-6;2+%#.9#..911&5+&+0)911&5*'#6*+0)6;8'-%#7.-6;8'-6;2+%#.9#..911&5+&+0)911&5*'#6*+0)6;8'-.#2 6#2'6;8'-6;2+%#.9#..911&5+&+0)911&5*'#6*+0)6;8'-6;2+%#.9#..911&5+&+0)911&5*'#6*+0)6;8'-.#2 6#2'6;8'-j.#2 6#2'6;8'-94#26;8'-6;2+%#.9#..911&5+&+0)911&5*'#6*+0)6;8'-*1/'94#215$5*'#6*+0)Z911&567&5Y4Ä$#66+057.#6+108#2144'6#4&'4);257/$1#4&6;2+%#.9#..911&5+&+0)911&5*'#6+0)6;8'-5'#.6#2'6;8'-6;2+%#.9#..911&5+&+0)911&5*'#6*+0)6;8'-.#2 6#2'%#7.-6;8'-18'4/'6#.&4+2'&)'6;2+%#.9#..(+0+5*%1#6$4190%1#65%4#6%*%1#69+4'.#6*9'#6*'44'5+56#06$#44+'46;8'-567%%194#22.;911&5*'#6*+0)Z911&567&5Y4Ä$#66+057.#6+10);257/$1#4&2#4)+0) &#/22411(+0)%10%4'6'(170&#6+109#..%#7.-/'6#.&4+2'&)'61%10%4'6'(170&#6+109#..2418+&'911&$.1%-+0) /+0+/#..;':2#0&+0)21.;74'6*#0'(1#/14#22418'&%#7.-+0)#4170&2'0'64#6+102'0'64#6+10 GZ':*#7568'06 %#7.-+0)(.#0)' 5'#.'&612'0'64#6+10 9+0&199+6*+06')4#./1706+0)(.#0)'/+0+/#..;':2#0&+0)21.;74'6*#0'(1#/14#22418'&%#7.-+0) #4170&9+0&19451 +056#..6;8'-(.':94#218'4/1706+0)(.#0)'.#26;8'- 6#2',1+065(#56'06;8'-(.':94#2%140'475+0)/'%*#0+%#.(#56'0'4%#7.-+0)9+0&199+6*+06')4#./1706+0)(.#0)'+056#..6;8'-(.':94#2#4170&2'4+/'6'41(12'0+0)/+0+/#..;':2#0&+0)21.;74'6*#0'(1#/14#22418'&%#7.- #4170&9+0&19451 6;2+%#.9#...#2#0&6#2'6;8'-#6,1+065 722'45*''618'4.19'45*''6 56#2.'8#2144'6#4&'4$'69''0,1+565#0&6170&'45+&'1((.1145*'#6*+0)6;2+%#.9#..2#4)+0) &4#+0#)'.#;'4%10%4'6'(170&#6+109#...#2 6#2'6;8'-#6,1+065 722'45*''618'4.19'45*''6 6;2+%#.9#../#5104;8'0''4#+452#%'6;8'-2.;911&5*'#6*+0)Z911&567&5Y4Ä$#66+057.#6+10);257/$1#4&(#56'06;8'-®(.':94#2%140'475+0)/'%*#0+%#.(#56'0'4%10%4'6'5+..Y&4+2'&)'%#7.-+0)6*417)*Ä9#..(.#5*+0)9+0&19/+0+/#..;':2#0&+0)21.;74'6*#0'(1#/14#22418'&%#7.- #4170&9+0&19451 94#26;8'-j+06112'0+0) 6#2'615+.. '52"%140'45 75+0)6;8'-(.':94#2+056#..6;8'-(.':94#2#4170&2'4+/'6'41(12'0+0) &ARA&E STORAGE REFER TO SHEET I5-14 WEATHER RESISTANT BARRIER OVER SHEATHING OR SUBSTRATE FINISH SIDING GSM TRIM FLASHING WITH 3" MIN. VERTICAL LE& IORIZONTAL WOOD TRIM HOff'IZ. TRIM AT SH004THINCS/LJOOt) STUDS N.T.S. LEFT ELEVATION /4"=1'-O" 2x6 EXTERIOR WALL 1/16' PLY OR OSB SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS - SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR OSB SHEATHING, TYP. v TRUSS OR RAFTER PER PLAN ROOF TO WALL FLI4SH ING DET41L N.T.S. 4 &ARA&E STORAGE REFER TO SHEET I5-14 GABLE END DECO BRACE COMP ROOF SHAKE SIDING BOARD 4 BATT SIDING 5/4x8 BARGE W/ TYP PER SIDE 1X3 RAKE TRIM IF SITE REQUIRES 5/4x6 WINDOW , DOOR 8 CORNER TRIM o FRC 5/4x4 CORNER BD'S 6" EXP. HORIZ. SIDING CONT. &UTTER &RADE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED MASONRY VENEER - GENERAL NOTES PER SEC. 8103.8 ANCHORED STONE AND MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER, TABLE R10330) AND FIGURE R103B. - MAXIMUM THICKNESS 4 INCHES E 20 FEET HIGH - SDG D0 E D1 MAXIMUM 4 INCHES THICK d MUST HAVE WALL BRACING - SDG D2 MAXIMUM 3 INCHES THICK d MUST HAVE WALL BRACING - MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LOAD OTHER THAN THE DEAD LOAD OF THE VENEER ABOVE. - MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. - METAL TIES MAXIMUM 24 INCHES HORIZONTAL < VERTICAL SPACING. - TIES IN SDC DO, DI, 4 D2 MUST SUPPORT NO MORE THAN 2 SQ FT OF WALL AREA (HOOK INTO VENEER REINFORCEMENT WIRE). - FLASHING TO EXTERIOR REQUIRED AT ALL OPENINGS E HORIZONTAL TRANSITIONS. - MINIMUM 3/16' DIA. WEEPHOLES REQUIRED ABOVE FLASHING AT A MAXIMUM OF 33 INCHES ON CENTER - AIR SPACE MINIMUM I IN. - MAXIMUM 4-1/2 INCHES ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES < GABLES W/ A MIN. 2' OVERLAP GROUT THE 05 CjW= -_V a°Q NNW aD = d1� _ N � (P ! LLLLLLLLLLLL] — EEE EIIE EEE E IIE lu [ILL LLLLLLLLL EEE EEE EEE EIIE PizONT ELEVATION 1/411=11-011 /4"=1'—OII HOUSE NUMBERS TO BE VISIBLE d LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH E A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 Z M A $_0y� Ao N� o.. 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: L2M-2853 Date: 5-18-21 it a N J. 30'-0' J. 14'-9' 6'-0' 1'-31' 3'-0' 3'-0' J. 6/0x /0 XO 4/0x4/0 XO EGRESS SG 6' SLIDE -IN 0 TUB SHWR. 50 CFM MSTR. BATH Q Iw 8' CLC. I W_e MASTER 5E7ROOM 3'-2, 8 CLC. 110V EF• I 50 CFM O O O PANASONIC P R T 5' TUB W/ _8' CLGI SHWR QUIET CONTINUOUS EXHAUST FAN OR LW EF. m EQUAL 10 FM F_ 50 C • Q QW. D I L J -r 5ATH 10,410 ® 2'- 8' Ij' -2j' ' cLG. - m 0 I 6 e �r 5r=pR OM 2 0 LU S C G" I -- 2X6 WALL- - O LINEN 0 110V in n O° S M s D" Q STOR. C CLOSET 1 N SHELF m �n F U Z 4 31,890 6 �o 110V ❑e U__ ❑�--- 10 FX r-RON7 PORCH: U_ INSTALL PER MFR SPECS. PROVIDE 6' 0_ COPYRIGHT 2010 Landmark Design Inc. B.P. S.D. KITCHEN I m - � L N 3 OPEN TO BELOW 11 o� Iq[1-z /0 FX � o Z 15EPROOM 3 ABOVE 9' CLG. ❑ 6' CLG. I 'n FURN r MECH. CLST ---- , SHELF - - --- --- N 1 15 R 4 31,890 6 cv 110V ❑e nx2 10 FX r-RON7 PORCH: ® INSTALL PER MFR SPECS. PROVIDE 6' 104001 50. FT. COPYRIGHT 2010 Landmark Design Inc. B.P. S.D. KITCHEN 0 � L A V XO 2/6 /0 FX � o Z 15EPROOM 3 ABOVE 9' CLG. ❑ 6' CLG. EGRESS K�XO LOFT 6' CLG. MIN. HSPF 9S UP N MAX BTU/H 15 R 4 31,890 6 V DWI S.G. 5cl 1 50. fT. r-RON7 PORCH: CONC.0 INSTALL PER MFR SPECS. PROVIDE 6' 104001 50. FT. COPYRIGHT 2010 Landmark Design Inc. Ii M KITCHEN 0 � L A V XO 2/6 /0 FX � o Z z� �o ABOVE 9' CLG. ❑ INSULATE I 'n FURN N x MECH. CLST ---- SINKElx 1110V (°) 61-61 B.P. I FACE OF WAIL FLUSH W/ GIRDER TRUPS ABOVE 5EflR%OM 4 VAULT D CLG. I I I I 6/0x4 0 XO W/ 6/0x1/6 14RCH TOP 3'-0' M 1 m _ a UFiaER FLOOR FLAN 1111fIS ,• 4p1 -1'l PER IRC G2439 I. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 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. i = 100 SQ INCH TRANSFER GRILL e C4 Ln 0 r 9 :;t 9 91 15'-6' 14'-6' 4'-2' 4'-0' 4'-0' 3'-3' -11-31 2/6x5/01 FX _� s - hl MIIIIIII u, N ;0 PAI flEN I nOV 9' cLG. 4 COYER V DWI PORCH 5cl 1 50. fT. r-RON7 PORCH: CONC.0 INSTALL PER MFR SPECS. PROVIDE 6' 104001 50. FT. COPYRIGHT 2010 Landmark Design Inc. Ii M KITCHEN 0 � L A V XO 2/6 /0 FX � o UFiaER FLOOR FLAN 1111fIS ,• 4p1 -1'l PER IRC G2439 I. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 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. i = 100 SQ INCH TRANSFER GRILL e C4 Ln 0 r 9 :;t 9 91 15'-6' 14'-6' 4'-2' 4'-0' 4'-0' 3'-3' -11-31 2/6x5/01 FX _� s - hl MIIIIIII GREAT ROOM I 9' CLC. XOX PININ6 ROOM S' CLG. HVAC UNIT TO BE MODEL CARRIER FE4ANF002 QUI MIN. HSPF OF 9.5 HEAT HEAT PUMP TO BE MODEL CARRIER PUMP 25VNA62450030 u, N ;0 PAI flEN I nOV 9' cLG. 4 COYER V DWI PORCH 5cl 1 50. fT. r-RON7 PORCH: CONC.0 INSTALL PER MFR SPECS. PROVIDE 6' 104001 50. FT. COPYRIGHT 2010 Landmark Design Inc. al M KITCHEN 0 O X L A V XO 2/6 /0 FX � o GREAT ROOM I 9' CLC. XOX PININ6 ROOM S' CLG. HVAC UNIT TO BE MODEL CARRIER FE4ANF002 QUI MIN. HSPF OF 9.5 HEAT HEAT PUMP TO BE MODEL CARRIER PUMP 25VNA62450030 N u, METAL FIREPLACE ;0 PAI flEN I nOV 9' cLG. 4 468 SQ . r -T . - 0 DWI / 5cl 1 50. fT. r-RON7 PORCH: 4 INSTALL PER MFR SPECS. PROVIDE 6' 104001 50. FT. COPYRIGHT 2010 Landmark Design Inc. al KITCHEN - O X L A SQ. IN. OUTSIDE AIR Z � o Z z� �o ABOVE 9' CLG. ❑ I I 'n D.Y. N x 5'-4' w SINKElx 0 I X-6-WAL 13/8' MIN. SOLID CORE oo OPT. INE I ® W/ MICRO ABOVE SELF CLOSING OR EK BUILT-INTOS SG WOOD,STEEL DOOR O al 771rI 20 MIN. RATED PUMP TIER III 4'-0' EF. O NEAA SPEC, IMPACT BARRIER -­-"� MODEL RHEEM I PROPH50 REFR PNTRLA. C BOVE E)L O, IN� \ / S 7 UP UN R T I © ❑ 2x6 OFFERED C G. LN. I -0 P O E TI 32��32 N - TYP. E 0 .1 C/A\�I O N e - COVEREfl N m PORCH GONG. 9 CLG. �4 0 }.I ❑ ❑ EF. HEAT DETECTOR 50 CFM INTERCONNECTED PER 31423 2/0x /0 SH 6ARA6E USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE ® 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS 2'-3' AND BEAMS IN I/2' GWB I I (P W NO DUCT �PAENR�INCxE 0 ' DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 1610 x 8/0 O.H. DOOR 16' - 3' R.O. LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF 5'-6' 5'-6' 19'-0' THRESHOLD. (83113.1) INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 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. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 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. MAIN FLOOR PLAN 1/411=11 -011 /4n -I1 -On 42 GUARD RAILN PER I.R.C. TYP. I I I� I� ;0 PAI flEN I nOV 9' cLG. tX' I W 468 SQ . r -T . - 0 2855 SQ . r -T . a 5cl 1 50. fT. r-RON7 PORCH: 58 50. FT. REAR PORCH: 104001 50. FT. COPYRIGHT 2010 Landmark Design Inc. MENTRY OPEN TO I N A Wye Z � o z� �o ABOVE �' o0 I I 'n N x 5'-4' 2'-8' 3'-0'- L ---------J I X-6-WAL 13/8' MIN. SOLID CORE oo ELECTRIC WATER INE I ® SELF CLOSING OR HEATER WITH SG WOOD,STEEL DOOR INTEGRATED HEAT 771rI 20 MIN. RATED PUMP TIER III NEAA SPEC, IMPACT BARRIER -­-"� MODEL RHEEM PROPH50 e - COVEREfl N m PORCH GONG. 9 CLG. �4 0 }.I ❑ ❑ EF. HEAT DETECTOR 50 CFM INTERCONNECTED PER 31423 2/0x /0 SH 6ARA6E USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE ® 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS 2'-3' AND BEAMS IN I/2' GWB I I (P W NO DUCT �PAENR�INCxE 0 ' DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 1610 x 8/0 O.H. DOOR 16' - 3' R.O. LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF 5'-6' 5'-6' 19'-0' THRESHOLD. (83113.1) INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 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. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 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. MAIN FLOOR PLAN 1/411=11 -011 /4n -I1 -On MAIlel FLOOR: 1065 50. FT. UPPER r-LOOR: 1522 50. r-7. UPPER A771 C: 468 SQ . r -T . TOTAL : 2855 SQ . r -T . 6ARA6E : 5cl 1 50. fT. r-RON7 PORCH: 58 50. FT. REAR PORCH: 104001 50. FT. COPYRIGHT 2010 Landmark Design Inc. ALL RIGWTS RESERVED BLUE 18 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 604.9. GENERAL NOTES: I. ALL WORK TO BE IN CONFORMANCE WITH 2018 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANG=ES 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 t KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. 1. ALL G=LAZING: WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY G=LASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY G=LASS S. SMOKE ALARMS - TO BE INSTALLED PER SEC 83143 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. 0C =SMOKE ALARM -CARBON MONOXIDE COMBO. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 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 2016 IRC E WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC 8403.53. 12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC 84033.1. 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 8303.52. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM 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 t 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 E WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC 1-11502.4-5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10b68mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE 1-11502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC TABLE R402.4.1.1. WHOLE HOUSE VENTILATION: REFER TO SHEET N-2 TABLE 1505.43(1) E 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. Z .0 Vi �♦� E A Wye Z � o z� �o �' o0 en N� N x 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M-2853 Date: 5-18-21 �u� FOUNE)ATION AT FATIC NTS FOUNDATION NOTES: MIN. 2' AIR SPACE 4' GONG. SLAB PREVENT WOOD TO GONG. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04 BARS INTO CONC. SLAB a IS' O.C. 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 *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' D IA. x 6' 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. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR A ANCHOR BOLT SIZE d SPACING (SHT 51.0). FOUNDATION FLAN 1/411=11-011 STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. 12' MINIMUM AWAY FROM HOLDOUINS COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS I VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1063/150 = 1.09 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 11 VENTS RE Q'D z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2853 Date: 5—le-21 �J v 1n T� o, M Go as z ♦♦♦ yN E O 0 VR � SON A gym 00 yn z00 CA N� O.. �x a z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2853 Date: 5—le-21 �J ATTIC FLOOR FRAMING PLAN 1/411=11-011 ~ 1. DBL. TOP PLATE i-10 RI610 INSULATION SHADED AREA) �X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSU1.A7I0N DE7A11. NTS N N O z LU 8302.12.1 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 is CEILING TRUSS EDGE VIEW TRUSS LENGTH VIEW TRUSS EDGE VIEW 0 GARAGE WALL TRUSS TOP VIEW s GARAGE WALL SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB ,9 CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING PANELS w/ DRAFTSTOPPING GWB 6 CEILING FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKING PANELS w/ DRAFTSTOPPING SCALE: 1/2' - P-0' DRAFTSTOPP I NG DETAIL FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/8d NAILS m 24' O.C. 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. 6X6 PT POST W, EPG CAF LSTA36 - HDR t SILL TO 3x BLOCKING: (TYP. 2 PLACES) (TYP OF 2) SECOND FLOOR FRAMING PLAN 1/4"=1'—O" 3) 2x4 Z °6 M °y z ♦♦♦ E yN E00 0 VR � SON A gym oo yn CA N� 0 �a z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2853 Date: 5 -le -21 ROOF VENTILATION CAL CUL AT I ONS 4 IRE QU I iRE1 TENTS AT LEAST 40964 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIG=HEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - 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 88021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - 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 SEC 88023 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). ROOF FRAMING NOTES: 1. 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. 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'x30' PER IRC SEC. 8807.1. *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. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 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 4X6 PT POST W/ LPCZ CAP 0 �i 2 52.0 MR 2X12 LADDER FRAME 6 24' O.C. ABOVE STAIRWAY "':4 CEILING JOIST m CLOSET 52 0 (TYP OF 2 ) ROOF FRAMING PLAN 1/4"=1'-O" 2x6 TOP PLATE ' IROER TRUSS :ONT. DBL. TOP PLATE ?-10 RI610 INSULATION SHADED AREA) 4X HEADER EXTERIOR PLYWOOD TRIMMER HEAnER/I NSULAT I ON flETA I L NTS UFFER ATTIG i@OOM I�LOOR FLAN 1/4"=1'-O" NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER - - - -010 Landmark Design Inc. ALL RIGHTS FMSE"D STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED d LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/S INCH TO FACE OF STUD. Tti 10 e� M z a W A � OWN 4x12 A gym o M h N� O.. �x a N N o Ll w 0 J V F_iL " 22'X30' I I I IACE6 ATTIC 12 L—_J N N do O I— C-4 4s z � LU w � I I I vV � �' 812 i 812 Q I i N MAoB EFI�RN. HIR LU X6 OIiERF ME 4 I_ 1 2X6 pVERPIRAME p m 214' O.0 24' O.C. �p I IF --7I I I I I 0 04 3�, I II II ATT I I I I I N =L— I t 1 8-2 kA JI 1 rn 2 52.0 MR 2X12 LADDER FRAME 6 24' O.C. ABOVE STAIRWAY "':4 CEILING JOIST m CLOSET 52 0 (TYP OF 2 ) ROOF FRAMING PLAN 1/4"=1'-O" 2x6 TOP PLATE ' IROER TRUSS :ONT. DBL. TOP PLATE ?-10 RI610 INSULATION SHADED AREA) 4X HEADER EXTERIOR PLYWOOD TRIMMER HEAnER/I NSULAT I ON flETA I L NTS UFFER ATTIG i@OOM I�LOOR FLAN 1/4"=1'-O" NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER - - - -010 Landmark Design Inc. ALL RIGHTS FMSE"D STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED d LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/S INCH TO FACE OF STUD. 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: L2M-2853 Date: 5-18-21 �1 Tti 10 e� M z a W E Go � OWN A gym o M h N� O.. �x a 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: L2M-2853 Date: 5-18-21 �1 4X4 PT PO: EPG (TYP C 52 0 (TYP OF 3) ROOF r -RAM I NCS FLAN FOUNAT 1 ON FL.AN. I/4"=1' -O" STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. ADJUST CRAWL SPACE VENTS TO BE 12' MINIMUM AWAY FROM HOLDCWIS COPYRIGHT Landmark D ALL RIGHT3'1ei F ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES < GABLES W/ A MIN. 2' OVERLAP GABLE OPTION ■ ■■■ ■■■ ■■■ ■Il/'i■ � 1 N,BE I imi - -1 - I I WONo WIN 01 W IN LE LEON LEVA71ON =1 -011 a, iR WT52O BM - TOP PLATE o� r MSTC4C X'8/0 O.H. DOOR 8'-3' 16/0 x 8/0 O.N. DOOR 16'-3' RO. 9'-6'&B MAIN FLOOR PLAN/FRAM I NG 1/4"=1'-O" Sall 50. 1:7. HOUSE NUMBERS TO BE VISIBLE E LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 ZL +`0 (SARAC7E 11) USE 1/2' GWB ON ALL WARM AND W ` w °° STRUCTURAL WALLS. (1) LAYER 5/8' TYPE A 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB 00 NO DUCT OPENINGS IMAM. IN GARAGE. 9' GLG. A$ DUCTS THROUGH CLG OR z�j l 2x 6 WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. C28 52.0 i�l N yrs? 51i2 x 13.5 — 2/0x5/b SH 6X6 PT POST W/ CCQ CAP ® U14 HU14 �' 'C W P/4X18 LVL (K (FLUSH) 8 Q 82.0 0 U_ SLOPE TRUSS a, iR WT52O BM - TOP PLATE o� r MSTC4C X'8/0 O.H. DOOR 8'-3' 16/0 x 8/0 O.N. DOOR 16'-3' RO. 9'-6'&B MAIN FLOOR PLAN/FRAM I NG 1/4"=1'-O" Sall 50. 1:7. HOUSE NUMBERS TO BE VISIBLE E LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 ZL M r �N W ` w °° A 00 A$ �'C $.Jy N z�j z " a i�l N 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, IPlan No: I L2M-2853 Date: 5-18-21 11 4X4 PT PO: EPG (TYP C (TYP OF 2) ROOF r -RAM I NCS FLAN 1NF. TRUSSES a 24' O.G. FOUNA7 1 ON FLAN I/4"=1'—O" — J t' 16/0 x 8/0 O.N. DOOR 16'-3' R.O. 51-01 36'X36' MIN. 4 LANDING 0 ® HTS20 15M- 6,4846E -TOP PLATE 10 USE 1/2' G W5 ON ALL WARM AND 52.0 STRUCTURAL WALL$. (1) LAYER 5/8' TYPE z M A 'X' 0W'CEILINGS- WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' G W5 00 NO DUCT OPENING s �/Src�B ♦ gWflR. aD Z IN GARAGE. XLLO A DUCTS THROUGH CLG OR l 2x 6 WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. u S2 0 i�l N yrs? 51i2 x 13V2 GxL5 r 2/0x5/ SH 6X6 PT POST W/ G 2/0x CCQ CAP 0 i N ® U14 HU14 �'`C w NX18 LVL 1� 8 O 82.0 0 U_ ,_SLOPE TRUSS 16/0 x 8/0 O.N. DOOR 16'-3' R.O. 51-01 36'X36' MIN. 4 LANDING 0 ® HTS20 15M- M -TOP PLATE 10 52.0 z M A 00 N aD Z XLLO A 0 � z" 0 Im i�l N r MST�40 2/0x /0 FX 0 i N 2'-6' 1 2'-6' III -01 1L 19' -0' 1, 5' -0' L 35'-0' MAIN FLOOR PLAN/FRAM I NG 1/4"=1'—O" 4cl 1 50. 17. ZL M z M A 00 ]Go eq A e �Heq rca eq � z" i�l 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, IPlan No: 1 L2M-2853 Date: 5-18-21 12 4X6 PT POST W/ EPC CAP 52.0 (TYP OF 3) ROOF r -RAM I NCS FLAN r-OUN A71ON FLAN I/4"=1'-0" STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. ADJUST CRAWL SPACE VENTS TO BE 12' MINIMUM AWAY FROM HOLDOWNS 12 DF D COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED It 12 !�%' I8 e e eI I IN 01010 IN I I e I�Iti�lt�■�It■It■ 40111131.0 FRONT ELEVATION ROOF DRIP EDGES PER SEC. 8905.2.8.5 PROVIDE DRIP EDGE AT EAVES t GABLES W/ A MIN. 2' OVERLAP GABLE OPTION I I I +to (SARAC7E 11) USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (l) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR 6 WALL COMMON TO HOUSE, 2.0 MIN. 26 GAGE STEEL. 51is x 13B 6X6 PT POST W/ CCQ CAP II�i�1L'. �7 �Src� 9 O 8 52., 0 SLOPE TRUSS 16/0 x 8/0 O.N. 9'-6' LVL 16'-3' R.O. SI -61 HU14 �,IA I N L.00R LAN/FRA I I (Sp 1/4"=1'-0" Sall 50. 17. a, iR x WT520 BM - TOP PLATE M�C40 O.H.1 DOOR V-3' R.O. 4'-6' L 5'-6' 101-01 HOUSE NUMBERS TO BE VISIBLE E LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH t A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 ZL M r �N W ` w °° A P4 E 00 �a y N Z z" !� a i�l 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: L2M-2853 Date: 5-18-21 4X4 PT POST UJ/ EPC CAP (TYP OF 2) ROOF r -RAM I NCS FLAN .NF. TRUSSES 9D 24' O.G. r-OUN A71 ON FLAN I/4"=1' -O" /4"=1'-O" 36'X36' LAND =5 ------ ISM t' 6,4846E 10 USE 1/2' G W5 ON ALL WARM AND 52.0 STRUCTURAL WALL$. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GW5 0 NO DUCT OPENINGS IMAM. IN GARAGE. } N Z 9' CLG, DUCTS THROUGH CLG ORI to LL Ou 6 WALL COMMON TO HOUSE, X l 2x S2 0 MIN. 26 GAGE STEEL. 51i2 x 13.5 2/0x5/ SH 6X6 PT POST W/ CCQ CAP 3 "OV, U14 14 w P/4X18 LVL r (K Q 8 82.0 0 U1 2/0x4/0 FX i SLOPE TRUSS 16/0 x 8/0 O.N. DOOR 16'-3' RO. 35'-0' MAIN FLOOR PLAN/FRAM I NG 1/4"=1'-O" 4cl 1 50. 17. 2'-6' 2'-6' 51-01 EDGES PER SS PROVIDE AT EAVES 4 4 MIN. 2' HTS20 SM - TOP PLATE ZL M E gN W ` w °° A P4 E 00 ]Go V Cq e �a y N Z z" ! � a i�l 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, IPlan No: 1 L2M-2853 Date: 5-18-21 IVA C UPPER A-r-rlG 1=1-OOR E1.EG7RIGA1. 1/411= 11_011 UFF r-L®®R L (S,7R I CAL 1/411= 11_011 INTERIOR STAIRWAY ILLUMINATION PER SEC 83031 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 WAS 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 8303.8 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. COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED MAIN FLOOR ELEGTR I GAL 1/411= 1 1-011 ELECTRICAL KEPI' OVERHEAD CAN OUTLET t�__ DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. Ice 110 V W1 BATTERY BACKUP GABLE T.V. JACK PHONE UNDER COUNTER TO Lr A50VI--_ GAS OUTLET HOSE BIBS 4 EXT. FAN VTOS �o COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED MAIN FLOOR ELEGTR I GAL 1/411= 1 1-011 ELECTRICAL KEPI' OVERHEAD CAN OUTLET t�__ DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. Ice 110 V W1 BATTERY BACKUP GABLE T.V. JACK PHONE UNDER COUNTER LIGHTS Y �C GAS OUTLET HOSE BIBS 4 EXT. FAN VTOS �o Z v Vi A �o E A y Z� W� �de a en Nrt O.. 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: L2M-2853 Date: 5-18-21 15 OOr- FLmAN 1/4"=1'-O" 18'-0' . _ 12'-0' 6x6 P.T. POST ATOP 6x6 P.T. POST ATOP CBQ BASE < CBQ BASE 4 3&'x3&'x12' W/ 24'x24'xl2' W/ 4 -*4 BARS E.W. 7-- 2 -*4 BARS E.W. fOUN A71 ON FLAN 1/4"=1'-O" Is REAR ELEVAiION 1/4"=1'-O" 4X12 GOVEREC7 PORCH m GONG. II I I I 5 1/2x16.5 GLB S2 0 SIM. I---------- --- xII — ---- I I OPTIONAL I L METAL FIREPLACE ❑� INSTALL PER MFR SPECS. PROVIDE 6' SQ. IN. OUTSIDE AIR I I D.V. 0 II x II 0 II � 2/6x5/0 FX 5/0x5/0 XO 2/6x5/0 FX 6REAT ROOM V CI -G. 0 8/0x5/0 XOX V I N I N6 ROOM V CI -G. MAIN FLOOR PLAN REAR PORCH: 235 SQ. F47. Z v 4X12 A �o 4 N cW U NO A y 4X12 W� A4 T Nrt N x �- I I I I L -J Fai 12 e1 52.0 OOr- FLmAN 1/4"=1'-O" 18'-0' . _ 12'-0' 6x6 P.T. POST ATOP 6x6 P.T. POST ATOP CBQ BASE < CBQ BASE 4 3&'x3&'x12' W/ 24'x24'xl2' W/ 4 -*4 BARS E.W. 7-- 2 -*4 BARS E.W. fOUN A71 ON FLAN 1/4"=1'-O" Is REAR ELEVAiION 1/4"=1'-O" 4X12 GOVEREC7 PORCH m GONG. II I I I 5 1/2x16.5 GLB S2 0 SIM. I---------- --- xII — ---- I I OPTIONAL I L METAL FIREPLACE ❑� INSTALL PER MFR SPECS. PROVIDE 6' SQ. IN. OUTSIDE AIR I I D.V. 0 II x II 0 II � 2/6x5/0 FX 5/0x5/0 XO 2/6x5/0 FX 6REAT ROOM V CI -G. 0 8/0x5/0 XOX V I N I N6 ROOM V CI -G. MAIN FLOOR PLAN REAR PORCH: 235 SQ. F47. Z v Vi A �o E A y Z� W� A4 Nrt N x 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: I L2M-2853 Date: 5-18-21 Ire 6x6 CBQ 36'x: 4-"4 P0VNDA7I ®N / r—RA 4 I IVO PL.AN 1/4"=1'-O" 4X P.T. POST W/ 36 ' HIGH RAILING PER IRC ❑� 'SIMPSON' LUS 'Z' ❑ TYPE JOIST HANGER %NX6 ' DECKING P.T. 2 X BEAM PER PL P_T_ 2x10 JOIS10 T 16' O.G. 2X P.T. LEDGER W/ LEDGERLOC WOOD SCREWS 16' O.G.- STAGGER FRAMING DECK DETAIL W/ MFG. FLOOR JST (PERPINDICULER) SCALE: 3/4"= 1'-0' 4'-0' 11'-6' STAIRS T 36' HIGH UARD `4 W" 2X2 PIG TS m 4' REQU RED IF G ATER 30' FR M DECK F . TO GS a COVERED PECK W/ STAIRS TO GRADE r 701 II II NOTE: HAND DRIVE NAILS AND USE EXTERIOR DECK I SCREWS ONLY ON DECKING II II II II H lim 5'-6' oo��oo��oo� no *1 MAIN r-LOOiz PLAN 1/4"=1'-O" CONT. kANDRAIL 34'-38' ABOVE TREAD NOSING 1' PT RISERS / i P.T. 2X12 TREADS TO STRINGEf ID RIM JOIST 4' SUBFLOOR3L'AxN3p6ilw C GONG PAD WL 35 AWSLE SUPPORT STAIRWAY ILLUMINATION PER SEG 303.6 IRC FRONT RAILING TO BE PAINTED REAR TO BE CEDAR 2x6 SUNWOOD TOP RAILING BAND BOTH SIDES TOP AND BOTTOM 1x3 FRONT DECK 1x4 REAR DECK 24x36" PICKETS SPACED SUCH THAT A 4" SPHERE CANNOT PASS THRU. CIRC 3122) NO SCALE R,4ILIN6 DETAIL DECK ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH I ANrnlMe'. n1= TLIP c,YAI1C-1IIAY EXi LIGI TOF DWE DECK JOISTS PER PLAN DBL JST HU212 MTL' WANCsERS AT EA. STRINGER 3-2X12 P.T. STRINGERS TYPICAL STAIR DETAIL AND NOTES "JOIST PER PLAN \2x FRAMED WALL CREAM G SIM.) STAIR NOTES: ' MAXIMUM RISE TO 5E 1-3/4'. ' MINIMUM RUN TO BE 10'. • MINIIMUM STAIR WIDTH TO BE 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 CROSS SECTIONAL DIM. REAR ELEVATION SIL °ER PLAN RAP FLASWINCs 4MG 2 BOARD 6 I I hm-- 69-- hm-- X/_\ 1 1 1/4"=1'-O" Z ® ww_ .;. Z_ A 0 E00 ♦ �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: L2M-2853 Date: 5-18-21 17 6x CE 36 4-1 4X P.T. POST W/ Uo' HIGH RAILING PER IRC P.T. 2X 'SIMPSON' LUS 'Z' TYPE JOIST HANGER 5/4"X6" DECKING -,- BEAM PER PL P.T. 2x10 JOIST .9 16' O.C. 2X P.T. LEDGER W/ LEDGERLOC WOOD SCREWS 6 16' O.G.- STAGGER FRAMING DECK DETAIL W/ MFG. FLOOR JST (PERPINDICULER) SCALE: 3/4"= 1'-0' M STAIRS T 36' HIGH UARD RAIL W 2X2 PIG TS m 4' O.G. REQU RED IF G ATER THAN 30' FR M DECK F . TO GRADE 77 COVEREV 17ECK W/ STAIRS TO GRADE II NOTE: HAND DRIVE NAILS AND USE EXTERIOR DECK SCREWS ONLY ON DECKING II II II II Do W/ STAIRS TO GRADE CONT. kANDRAIL 34'-38' ABOVE TREAD NOSING 1' PT RISERS / i P.T. 2X12 TREADS TO STRINGEf ID RIM JOIST 4 " SUBFL OOR 36'x36- mIhL C CONC PAD kL 35 ANGLE SUPPORT FRONT RAILING TO BE PAINTED REAR TO BE CEDAR 2x6 SUNWOOD TOP RAILING DECK BAND BOTH SIDES TOP AND BOTTOM 1x3 FRONT DECK 1x4 REAR DECK 2x2x3&" PICKETS SPACED SUCH THAT A 4" SPHERE CANNOT PASS THRU. CIRC 3122) R,4ILIN6 DETAIL STAIRWAY ILLUMINATION PER SEG 303.6 IRC ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE SYAIRWAY. EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY, CONTROLLED FROM INSIDE THE DWELLING OR AUTOMATICALLY CONTROLLED. DECK JOISTS PER PLAN DBL JST HU212 MTL.1-IANCsERS AT EA. STRINGER 3-2X12 P.T. STRINGERS TYPICAL STAIR DETAIL AND NOTES `JOIST PER PLAN \2x FRAMED WALL CREAM G SIM.) STAIR NOTES: ' MAXIMUM RISE TO 5E 1-3/4'. ' MINIMUM RUN TO BE 101. • MINIIMUM STAIR WIDTH TO 5E 36'. PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND 5EYOND BOTTOM TREAD. • HANDGRIP PORTION OF HANDRAIL SHALL 5E NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. 12 7 NO SCALE �FL,4S1-41NC� D�T41L PER PLAN WRAP R FLASHINCs 3HINCs ER 50ARD LEF027 L Y A7 I/4"=1' -O" REAR ELEVATION 12 �7 �111 FILINERN71111AW m Z I( c) i 3 i Z T� c) V 3 W ° woNo .;. z M A ♦ 0 ♦ �00 N 00 A z gyN 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: L2M-2853 Date: 5-18-21 G=;ENE,4L 5TfRUCTUIRAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) 60 PSF (DECKS) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, Kz, = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D $s = 1.5 - IBC FIGURE 1613.3(1) SDs = 1.0, le = 1.0, R=6.5 CS = 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'-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 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 411/251. ±1.551. BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 111/2 ". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT 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 111/2 " 111/2" (15 AND SMALLER) 2" (*6 AND LARGER) 3'I 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 (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 11/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. RREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 61 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH l(ocls 8" O.C. SHEAR WALL: 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 t► 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 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' LSTA24 CONNECTOR UN.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SNAKES. 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 31/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY I%" RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH ed COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ed 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), 2016 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SHEAR LULL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (U ANCHOR BOLTS (3) REMARKS (4, 5) 11/2" CDX ad 6 6" O.C. 51/$" 9 60" O.C. Qall = 230 PLF 00 OR OSB SII v 11/2" CDX 8d 6 4" O.C. 51/8" a 32" O.C. Qa I I = 350 PLF � OR OSB 11/2" CDX ad a 3" O.C. 51/8" 61 1(o" O.C. QaII = 450 PLF C OR OSB USE 3x STUDS AT Lu 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 5IMP50N STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO CONCRETE. WASHERS TO BE 3" x 3" x 11/4" PER IBC SECTION 230832 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 is 12" O.C. STAGGERED. ITYP­�T PTAaST_ — — — 4x12 (SHED OPTION ONLY) if LstA30 -BEAM , TO TOP PLATE ��r 51/2 x 165 GL5x�- - - ;n LSTA36 - HDR t SILL TO 3x BLOCKING". lTl'f'. 2 PLACES) OPTION - SHED PATIO LSTA30 - SEAM TO TOP PLATE _ 51/2 x15C%L5 _ LSTA36 - HDR t SILL TO 3x BLOCKING". (TYP. 2 PLACES) xl0 LSTA36 - HDR < SILL TO 3x BLOCKMG. (TYP. 2 PLACES) X _ 3/s x 135 GL5 _ _�_LSTAIB - 5EAM TO TOP PLATE MAIN FLOOR A = 1,063 SQ FT A =3'b1 SQ FT a 51/2 x 135 GL5 _ E] uuP�x18LVL -- R 01 (TYP. OF 0 HT620 - BEAM TO TOP PLATE A = 592 SQ FT �I COPYRIGHT 2021, SEGA ENGINEERS W U� I� .. 0 I m cc 0 .to a b a cq 0 cq w w co 0 cq cq JOB 12 -021 Lu 00 SII v SII � Lu I� .. 0 I m cc 0 .to a b a cq 0 cq w w co 0 cq cq JOB 12 -021 GENE,4L 5TfRUCTUfRAL 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 So = 1.5 - IBC FIGURE 1613311) Spa = 1.0, le = 1.0, R= 6.5 Ca = 0.154 IN5PECTION51 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 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/251. ±1.551. 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 11 11/2" (15 AND SMALLER) 2" (*6 AND LARGER) 3'I 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 (o" 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 W001) 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 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 086154Z BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d a 8" O.C. SNEAK 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 t► 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' LSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SNAKES. 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 Sd 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(0) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ed 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), 2016 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SHEAR IUALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX ad a 6" O.C. 5/$" 6 60" O.C. Qall = 230 PLF 00 OR OSB SII '/2" CDX 8d 6 4" O.C. 5/8" s 32" O.C. Qa11 = 350 PLF 7 OR OSB 1/2" CDX 8d t► 3" O.C. 5/S" 61 1(o" O.C. QaII = 450 PLF C OR OSB USE 3x STUDS AT Lu 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 5IMP50N STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM 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 a 12" O.C. STAGGERED. t i 1 r. It r .cai 4x12 (SHED OPTION ONLY) m' � LstA30 -BEAM TO TOP PLATE ��r 51/2 x 165 a5 xI- - - ;n LSTA36 - HDR t SILL TO 3x.3-\ 5L (TYP. 2 PLACES) OPTION - SHED OPTION LSTA30 - BEAM TO TOP PLATE 5V2 x 15 CSL5 _ I QT A1C 1Ir1C • CII I (TYP. OF LSTA36 - NDR E SILL AM ,TE Ii NT620 - BEAM TO TOP PLATE A = 592 SQ FT JI COPYRIGHT 2021, SEGA ENGINEERS W U� 0 0 0 co w a 0 a m or b a 0 .. o I m co 0 .co �v a b a cQ 0 cq w w cq cq JOB 12 -021 Lu 00 SII u In SII 7 Lu 0 0 co w a 0 a m or b a 0 .. o I m co 0 .co �v a b a cQ 0 cq w w cq cq JOB 12 -021 RATED SHEATHING PER PLAN (3) 8d TO BLOCKING '/z" RATED SHEATHING ad 6 6" O.C. (4" O.C.'s SIM.) /z" RATED SHEATHING ad f 4" O.C. _ � tl! N STAGGERED SHEATHING ad 6II O.C. I u1 PER PLAN. EXTEND OVER'/2" RATED SHEATHING w/ 2x VENTED BLOCKING. HI FRAMING ANCHOR ad 4 O.C. EDGE NAILING EACH TRUSS. USE H10A-2 ad 6 b" O.C. AT DBL TRUSS. 1 U_ GABLE END TRUSS. w 1 ad 4" O.C. I­ '/2 /z" RATED SHEATHING cu Q A356 48" O.C. 2x BLOCKING s 24" O.C. MONO TRUSS PER PLAN 2x VENTED BLOCKING. TRUSS PER PLAN p$L 2x TOP PLATE. LAP (USE 24" O.C. At SIM.) SHEATHING 4 NAILING PER PLAN w/ (3) ad TOE-NAIL t0 END NAIL t0 TRUSS DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ OR SCHEDULE. SPLICE ON COMMON TOP PLATE EACH END w/ (2) 8d. \_4'-O" MIN. 4 NAIL w/ 16d -9 4" O.C. 16d 6" O.C. STAGGERED. 2x BRACE PER TRUSS SUPPLIER MEMBER OR BLOCKING. STAGGERED. ADD LSTA24 TO OR 48" O.C. SECURE w/ A34 DBL 2x TOP PLATE. LAP SIMPSON LUS24 WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 3 NAILING PER EACH END. ADD 2x STIFFENER SPLICE 4'-0" MIN. NAIL HANGER PER PLAN OR SCHEDULE. PLAN OR SCHEDULE. SPLICE WHEN LENGTH EXCEEDS l2° w/16d 6" O.C. STAGGERED. a SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. t0 OCCUR ON COMMON 0 o MEMBER OR BLOCKING a -4 MEMBER OR BLOCKING. 2x FRAMING PER PLAN. GABLE END / GIRDER TRUSS 't co (HEADER 's SIM.) w h 1 TYPICAL ROOF FRAMING CONNECTION r2 RooF FRAMING e GABLE END 3 ROOF FRAMING e GABLE END r4 LOWER ROOF FRAMING e GABLE END •p a 52 0 SCALE: I" = I'-0" 52 0 SCALE: P = I'-0" S2 0 SCALE: P = I'-0" S2 0 SCALE: I" = I'-0" U Q I(od 16" O.C. SOLE MSTC HOLDOWN I(od 8" O.C. SOLE DBL 2x TOP PLATE v o PLATE NAILING. SCRAP PER PLAN PLATE NAILING. FLOOR TRUSS PER PLAN AN � �..q A � (3)16Sd t0 TRUSS WEB (TYP.) UBFLOOR PER PL d■-0 m SUBFLOOR PER PLAN 2x RIBBON NAILER (TYP) SUBFLOOR PER PLAN /z" SHEATHING w/ ad ad a 4" O.C. HDR PER PLAN. ________________________ _r__________________T_ ______ o bt 2x CONTINUOUS RIBBON (3) ad JOIST-To-TOP ad a 4" O.C. G (o" O.C. EDGE NAILING. 2x FRAMING w/ (3) r PLATE UN.O. MAINTAIN SHEATHING 4 NAILING (NOT 'S MANF PANEL) 16d t0 TRUSS WEB ! *' MIN. 11/2" END DISTANCE. PER PLAN. PANEL EDGES---- :-- MSTC HOLDOWN TO OCCUR ON COMMON �' [�] ---- ---- � —1 -- ^ ren a ' 3x BLOCKING. EXTEND b STRAP PER PLAN—\, MEMBER OR BLOCKING. +� 11_011 (2) BAYS (24" MINIMUM) cq TRUSS PER PLAN ! OR t0 CORNER cq °' SHEATHING 4 NAILING PER PLAN. '! �' (TYP) w SPLICE TO OCCUR ON COMMON-----------------1-- TRIMMER STUD(S) co MEMBER OR BLOCKING'/ „ cq w z SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. ! cq FLOOR TRUSS /z" SHEATHING INFILL BLOCKING ad G 6" O.C. EDGE NAILING OR (BEAM AT SIM) W/ 8d 6 b" O.C. EDGE NAILING. MANUFACTURED BLOCKING PANEL. KING STUD j PER PLAN (NOT AT MANF. BLOCING PANEL) 2x FRAMING PER PLAN. 16d G 4 O.C. —N 2x DBL TOP PLATE. LAP SPLICE 16d 4" O.C. (BEAM SIM.) SHEATHING 4 NAILING PER kj 4'-0" MIN. 4 NAIL w/ 16d �1 4" O.C. STAGGERED. 2x FRAMING PER PLAN. PLAN OR SCHEDULE. /z" RATED SHEATHING NAILING PER SCHEDULE. LSTA STRAP PER j 5 TYPICAL FLOOR FRAMING CONNECTION FLOOR FRAMING CANT. J015T FLOOR FRAMING 6 INTERIOR 5HEAR WALL PLAN (TYP) SCALE: 1" = I'-0" SCALE: I 2 0 _ 11.011 2.0 SCALE: 1_ 11-011 �� - 2x SILL PLATE i i ad b" O.C. 2x BLOCKING � -+ ' SHEATHING 4 NAILING PER PLAN. 2x BLOCKING w/ I SPLICE t0 OCCUR ON COMMON 16d 8" O.G. 16d 6 8" O.C. SOLE MEMBER OR BLOCKING PLATE NAILING. 3x BLOCKING 16d � 8" O.C. SOLE ad 4" O.C. PLATE NAILING 16d 's 8" O.C. SOLE (TYP) 2x BLOCKING w/ 16d 4" O.G. PLATE NAILING. SUBFLOOR PER PLAN a SHEAR WALL FORCE TRANSFER DETAIL '/z" SHEATHING SUBFLOOR PER PLAN Sd 6 6 O.C. UNO SEE ARCH FOR FLASHING s2 0 SCALE: I" = r"m" SUBFLOOR PER PLAN REQUIREMENTS. SHEATHING 4 NAILING /� 2x CONTINUOUS TRUSS PER PLAN PER PLAN OR RIBBON LSTA24 SCRAP (FAR SIDE) 18,1 NOTE: SCHEDULE NAIL SHEATHING t0 HDR 2x TOP PLATE MINIMUM SEE ARCH FOR FLASHING FLOOR TRUSS FLOOR TRUSS w/ ad 6 3" O.C. EACH WAY. REQUIREMENTS. PER PLAN PER PLAN TRUSS PER PLAN (SIM ONLY) FLOOR TRUSS PER PLAN HDR PER PLAN. EXTEND OVER PANEL t0 KING SCUD. (6) lbd KING STUD t0 ] HANGER BY TRUSS SUPPLIER LUS HANGER BY 2x BLOCING 6 LUS HANGER . ; ; HEADER � LUS24 HANGER BY BEAM /END TRUSS TRUSS SUPPLIER ; TRUSS SUPPLIER BEAM PER PLAN PER PLAN MSTC HOLDOWN PER PLAN BEAM PER PLAN. L i', 2x KING STUD w/ 2x FASTEN PLATE 1 g FLOOR FRAMING CONNECTION 6 FLU5H BEAM 10 5HEAR WALL FRAMING AT FLU5H BEAM 11 5HEAR WALL FRAMING AT BEAM HEADER w/(2) ROWS �' k CRIPPLE STUD S2 0 SCALE: I" _ I'-0" 52.0 SCALE: P 2 I'-0" 11, S2 0 SCALE: P = I'-0" ' 16d At 3" O.C. k 4x BLOCKING 's MIDDLE ;! ;� 24" IF REQUIRED. .��;/ 10'-0" MAX. + � ., .T 16d a 16" O.C. SOLE (81-011's SIM) ad 6" O.C. 2x BLOCKING w/ (3) ad 2x SCUD PER PLAN. USE MINIMUM PLATE NAILING. ; 1;i/z" RATED SHEATHING (24/0 EXP 1). TOE-NAIL TO 4x BEAM 4 (2) 2x STUD s ENDS OF SHEAR 2x STUD PER PLAN. USE DBL (2) ad t0 JOISTS. 3/4" SHEATHING :! ':! NAIL w/ (2) ROWS ad S 3" O.C. AT SUBFLOOR PER PLAN WALLS 4 HOLDOWNS. SEE SHEAR STUD At END OF SHEAR WALLS '! PANEL EDGES. WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x1/4" 4 HOLDOWNS. SEE SHEAR WALL (2) 2x CRIPPLE—//+ ' JOIST PER PLAN WASHER SEE SCHEDULE FOR SCHEDULE FOR 3x STUDS. STUDS. :! :! SHEATHING 4 NAILING PER SHEATHING 4 NAILING PER 2x4 w/ (8)16d At SIZE 4 SPACING.USE Na"� AT ;4 PLAN. SPLICE t0 OCCUR PLAN OR SCHEDULE .i l2) 2x PLATE. (NAIL BEAM PLICE. ON COMMON MEMBER 60" O.C. UN.O. 4" SLAB ON G 0 +� SHT'G t0 EA PLATE) OR BLOCKING. L B RADE OVER 2x4 GUSSET EA 2x Pt SILL SIDE w/ (8) 16d (NOTA METAL CAP) MIN. 6 MIL VAPOR BARRIERTOP OF STEM WALL - (ALT. METAL CAP) 04 AR - HORIZ. 6" MIN. (NOT S.OJ FINISH GRADE OR a ELEV. VARIES * ; + !! + ,Glsh,,r 4x4 Pt POST FINISH GRADE 12" MAX. i, 5THD HOLDOWN PER PLAN. SLAB ON GRADE /\ I ° ! 2x Pt SILL (4x6 At SPLICE) (S.O:G. SIM.) '' � , 11 StND HOEDOWN 2x Pt SILL w/ ANCHOR BOLT 5THD14 HOLDOWN UNO. s/ —04' BAR � 24 O.C. -VERT. a 4 3" x 3" x 1/4 WASHER PER (2) a4 ANCHOR BOLT w/ MIN. MA$ ANCHOR ER PLAN 1" EMBEDMENT $ 3" x 3" x 1/ " IS" 11 PLAN OR SCHEDULE. USE 4 (ALT. A34 ANCHOR MIN. 1'-6" MIN a MIN a a 5/S"� 60" O.C. MIN. GALVANIZED lE WASHER TWO SIDES) 1211 4'-0" MAX. 04 BAR CONTINUOUS # , _ FOUNDATION PER PLAN. MIN. D 811 4 !BAR 24" O.C. VERTICAL MIN. 8 THICK STEM WALL w/ FTG PER PLAN—\ ° ° 8 0 L _ O - 04 BAR HORIZ. TOP 4 BOTTOM. � � O °I I 04 BAR CONT. 12 PORTAL FRAME PANEL ° FINISH GRADE 8" (TYP.) 52.0 SCALE: NONE5 2 o 13 FLOOR FRAM ING AT CRAWL SPACE 1�4 FOUNDAT ION AT CRAWL SPACE 15 FOUNDATION AT 5LA5 ON GRADE s2 0 SCALE: I - I 0 COPS RIGNfi 2021, SEGA ENGINEERS J05 12 -021 2.0 SCALE: I" = 1'-0" 2.0 SCALE: I" = I'-0" �� - �_ �� 2x STUDS. USE MINIMUM (2) STUD AT HDU HOLDOWN. 16d a 16" O.C. SOLE STEM WASE ~ NOTE: FACE -NAIL w/ (2) ROWS 16d PLATE NAILING. DO NOT BACKFILL ABOVE 36" AT 12" O.C. UNTIL FLOOR SHEATHING, PONY 3�4" SUBFLOOR � N lU (3) Sd JOIST -TO -TOP + + HDU5 HOLDOWN PER PLAN. ° a A - WALL SHEATHING, AND FILL ARE _ INSTALLED PER PLAN. PLATE UN.O. MAINTAIN + + INSTALL PER MANUFACTURE'S �-� -- ------- 1L� MSTC40 HOLDOWN. ALIGN MIN. 11ii" END DISTANCE. + + PRODUCT GUIDE. � I Q ° ° O O WITH EMBEDDED STHp ( �u u - SHEATHING � NAILING � � w TYPE HOLDOWN BELOW. PER PLAN OR SCHEDULE. + + %4 THREADED ROD w/ 9" 2,_0„ i I ° -1 w w STHD HOLDOWN PER PLAN + + MINIMUM EMBEDMENT. SET U N 3 SHEATHING 4 NAILING PER ITH AN EPDXY ADHESIVE. ° A35 FRAMING ANCHOR /4 SHEATHING (40/20) PLAN. SPLICE t0 OCCUR ON 2x Pt SILL w/ 5/8"O ANCHOR COMMMON MEMBER OR I �� ADD #4 J BAR FOR BOLT PER PLAN OR SCHEDULE BLOCKING 2 x 6 STUDS 16" O.C. USE I a �� STEPS EXCEEDING 2'. (MAXIMUM 32" O.C.) DBL STUD ENDS OF ° a -�j 2 S.00x. PER PLAN SHEAR WALLS $ HOEDOWNS. 6�_0�� $"------- - MAX. (GRADE SIM.) I�f JOIST PER PLAN OR l2) 5, „ MAX. MAX. BAYS BLOCKING At 24 O.C. 2x Pt SILL w/ a OANCHOR D JOIST PER PLAN 1 SHEATHING NAILING BOLT 4 3" x 3" x 1/4" WASHER l w/ (8) 8d TO SUBFLOOR PER PLAN. MATCH WALL 2x Pt SILL w/ 5/8"� ANCHOR 1'-0" #4 BAR 10" O.C. AT 5 -0 O.C. UN.O. 1 CONTINUOUS FTG. q HORIZONTAL ABOVE UN.O. (ALT. MASA a 48" O.C.) EXIST. CONCR BOLI 4 3 x 3 x i4 GAEV. REINFORCEMENT MINIMUM •� o 4,,, (2) #4 BAR TOP FOUNDATION WASHER w a 1 STHD TYPE HOLDOWN 3 RETROFIT HOLDOWN FOUNDATION STEPPE PER PLAN. D FOOTING DETAIL •p p i - 52.1 SCALE: 1" = 1'-0" 52.1 SCALE: 1" = 1'-0" 04 BAR VERTICAL I H #4 BAR 10" O.C. - HORIZ. H 10" O.C. m H = S' 12" O.C. 4 H = 6' FINISH GRADE #4 MBAR 16" O.C. -VERT. (36" MAX) o 04 VERTICAL BAR FTG 61-011FINISH GRADE TO MATCH A MAX. I d ' �co co 44 FTG DRAIN 18" co MIN # H `� 4 BAR CONTINUOUS 8" %��i� o ' d a o (TYP OF 2) (18 MIND E311cq 8117e 04 BAR CONT. 0 I'-4" ITYPJI'$4cn M 1 FOUNDATION AT CRAWL 6FACE (ALTERNATE) 2 CRIPPLE WALL WITIH BACKFILL FOUNDATION � w 52.1 SCALE: NONE 52.1 SCALE: I" = 1'-0" V1 cQ ° � ill II SII 'f MU WAS 52,1 COPYRIGHT 2021, SEG,4 ENGINEERS JOB 12 -021