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; < WEATHER RESISTANT BARRIER OVER SHEATHIN6 OR SUBSTRATE FINISH SIDIN6 65M TRIM FLASHING WITH 5" 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 SHEATH ING, TYP. TRUSS OR RAFTER PER PLAN HORIZ, TRIM 4mr SHMATH ING/WOOD STUDS ROOF TO W4L.L. FL-46H INIG flrET4IL N.T.S. N.T.S. III.&_ VI VI 1 ./ Vr.I\ Vr.lv,vi 4 6ARA(5E STORAGE REFER TO SHEET II-12(WHEN USED) RIGHT ELEYAT 6ARA6E STORAGE REFER TO SHEET II-12(WHEN USED) GABLE END DECO BRACE COMP ROOF EIOARD 4 BATT SIDING H 5 ♦` TYP PER SIDE IF SITE REQUIRES 5/4x8 BARGE W/ 1 1 1X3 RAKE TRIM 1 1 1 5/4x6 WINDOW , DOOR 1. . 4 CORNER TRIM ® FRONT 1 1 5/4x4 CORNER BD'S - -W1 �mIIFEW FEW 6" Exr. HORIZ. SIDING CONT. GUTTER PICTURE FRAME COLUMN TRIM GRADE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' LE�7 ELEVATION STONE VENEER (ADHERED) COPYRIGHT 2010 r—RO I 7 Landmark Design Inc. ALL RIGHTS RESERVED MASONRY VENEER - GENERAL NOTES PER SEC. R-103.8 ANCHORED STONE AND MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER, TABLE R10330) AND FIGURE R-103.8. - MAXIMUM THICKNESS 4 INCHES 4 20 FEET HIGH - SDC DO 4 D1 MAXIMUM 4 INCHES THICK 4 MUST HAVE WALL BRACING - SDC D2 MAXIMUM 3 INCHES THICK 4 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 4 VERTICAL SPACING. - TIES IN SDC DO, D1, 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 4 HORIZONTAL TRANSITIONS. - MINIMUM 3/1(o' DIA. WEEPHOLES REQUIRED ABOVE FLASHING AT A MAXIMUM OF 33 INCHES ON CENTER - AIR SPACE MINIMUM 1 IN. - MAXIMUM 4-1/2 INCHES BETWEEN SHEATHING 4 VENEER OR MORTAR OR GROUT ROOF DRIP EDGES PER SEC. RSO52.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP ELLEEELEEEEE EELEEELEEEEE EELEELEEEEEE L-EE-ELL ELE ELIE ELEVATION 1/4 11 /41I = I I_O II HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE, ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. R31S.1 THE z V w 0 O� w A ♦♦♦ ♦ E 03 A �y� Z o y� L_ � 00 M Nx 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: 6-24-24 1 0 n 14'-s' 6'-0' 3'-0' 3'-0' 6/0x /0 XO 4/0x4/0 XO EGRESS S6 E -STAND I TUB I 7 EF. 8' CLG. 50 CFM� MSTR. BATH 0 I �; 8' CLG. I V A00 MASTER BEDROOM 3'-2' 8 CLG. 110V EF. ¢ I 50 CFMRR O O 0 PANASONIC WHISPER UTIL.1 5' TUB W/ QUIET CONTINUOUS 6' CLC W I SHWR EXHAUST FAN OR II cn EQU L L- _j EF. 3, FM 50 C © 8 F. i D i 0 LY- J � -r I BATH 101- ' ® 21_ I ' V-2j' -11 ' BEmclom 2 x W S C G. I O LINEN dl 110V ' S "q D. 0 42' WALL W/ STOR. WOOD CAP CLOSET � w U, o U_ ;4 36, OPEN RAIL _ PER I.R.C. TYP. x 1I�a o I OPEN TO BELOA 3 11-A ffl 1 3 b- r SHELF - - - - - - - 1 C4 4/0x2 10 FX B.P. i'-2' BEDROOM 6'CLG. EGRESS K X LOFT 6' CLG. U l01 MIN HSPF 110uto MAX BTU/ 15 R C XXI>= b S.C. © ■ - - - - - - INSULATE FURN MECI-I. CLST lO I FACE OF W4LL FLUSH W/ GIRDER T" ABOVE BEDR OM 4 VAUL D CLG. I I I I M 4'-Ili' .1'-0' 5'-6' 10'-6' 14'-0' UPPER FL-00R. PLAN I/4ii= I 1-0ii INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R3038 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. M �4 61 N 0 9 I. I 4'-2j' 30'-0' 15'-6' LO 4'-0' , 4'-0' 3'-3 � . 2/6x5/01 FX pp--r. Q. 5UIILT- IN N > XO 2/6 /0 FX YAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF SB HEAT HEAT PUMP TO BE MODEL CARRIER PUMP25VNA82�B*030 6/0x5/ XOX SOUND DEADENING COMPRESSOR BLANKETS TO E NISTALLED TO PREVENT NOISE COMPLAINTS D I NI N6 ROOM 9' CLG. 6REAT ROOM 9' CLG. �4 METAL FIREPLACE INSTALL PER MFR p/ I DWI j \ A I SPECS. PROVIDE 6' i - OX I .4 so. IN. OUTSIDE AIR KITCHEN O V D.Y. I V LG. 76 n M 0 w o U_ Z °o � m N � LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN IB INCHES FROM TOP OF THRESHOLD. (R3113.1) WHOLE HOUSE VENT I L,4T I ON: *REFER TO SHEET N-2 TABLE 1505.430) 4 1505.43(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. BUIILT- IN II 3 ' OPEN "IL F`ER I.R.C..R.C. TYP, up 11R I SINK O w \ W/ M40 I RO ABOVE 10V TOS E.F. 8'-3' 4'-0' 3'- ' I'-8' OPEN RAIL OPEN To A5OVE I \I a V 3'-3' I. 2'-3' 5' -6' PNTR. N zXro WALL \ Q ° 2X CLCx REDI. 0 i1'Xlk'I I TYP. '� r I O I� PAI DEN _ w 1110V 5' CLG. w 5" n I I L---------J N 1�i8' MIN. SOLID CORE SELF CLOSING °O ` ELECTRIC WA Er. WOOD,STEEL DOOR HEATER WITH OR INTEGRATED HEAT cq 20 MIN. RATED PUMP TIER III NEAA SPEC, IMPACT BARRIER MODEL RHEEM PROPH50 6► e H HEAT DETECTOR Y INTERCONNECTED PER 31423 A 0 C4 6ARA(SE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON GEILIN66. WRAP ALL EXPOSED POSTS AND SEAMS IN 1/2' GWB 1 (P NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON t0 HOUSE, MIN. 26 GAGE STEEL. 16/0 x 6/0 O.H. DOOR 16'-3' R.O. 9'-6' 9'-6' BLUE 16 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE ICJ'-0' PIPING PER UPC 604.9. 30'-0' MAIN FLOOR PLAN I/4ii= I i_Oii MAIN r-LOOR: 1065 50. PT. UPPER FLOOR: 1522 50. PT. UPPER A77I G: 4(b8 50. PT. TOTAL.: 2855 50. PT. 6ARA6E : 5c11 50. PT. FRONT PORCH: 58 50. PT. REAR PORCH: 1041 50. PT. COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2O21 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING At ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS t0 BE WATERPROOF t0 MINIMUM 12' ABOVE DRAIN. (o. SHOWERHEADS d KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 115 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. -1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0 BE SAFETY GLASS. 6. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - TO BE INSTALLED PER SEC R3143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 Ft. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. =SMOKE ALARM -CARBON MONOXIDE COMBO. C 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR E OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2021 IRC E WA. STATE AMENDMENTS SEC R315. 11, INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403.53. 12. ALL DUCTS d EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13, EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303.52. 14, GAS PIPING IS TO BE PROTECTED PER G24151, WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15, ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT t0 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 M1502.45.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER t0 THE OUTLET TER"11NAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4 5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18, CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAYING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2021 WSEC TABLE R402.4.1.1, IS, STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE t0 A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/ BALLOON FRAME WALLS) UTILTY ROOM NOTES/MAKE UP AI 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. -i = 100 SQ INCH TRANSFER GRILL z 0 M--1 0) W4.a y ♦♦♦ � ♦ oNo E 0 Ole W A �y� Z o yt- ZA M Nx 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: (0-24-24 ON NTS MIN. 2' AIR SPACE 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04. BARS INTO CONC. SLAB 0 16' O.G. FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL *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. I. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.Pi;i!EVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. INDICATES 'SIMPSON' HOLDDOWK 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE # SPACING (SHT 51.0). B r it r-OUND,4TION i=LAN /¢u_ 11_Ou STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STWr->/RJ IS APPROPRIATE. 12' MINIMUM AWAY FROM HOLDOWNS COPYRIGHT 2010 Landmark Design Inc. ALL RIC*4TS RESERVED USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1063/300 = 3B5 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 6 VI � y ♦♦♦ 1:4 ♦ oNo E �j 0 A �y� y� Z� a`c 1Mh� N ♦ N O C.4w 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: �o-24-24 ]F✓ VENT5 REQ'D J R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2' GYPSUM BOARD, 3/6' WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF. SUB -FLOOR PER PLAN FLOOR TF4155 PER PLAN GM a CEILING TRUSS EDGE VIEW kimmNaman TRUSS EDGE VIEW a GARAGE WALL TR IJSS TOP VIEW a GARAGE WALL SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN CAe is CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING PANELS w/ DRAFTSTOPPINCs GLe is CEILING FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKING PANELS w/ DRAFTSTOPPING "CA-E. 1/2' - P-0' :7RAF75TOPP I NG :;)ETA I L FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/8d NAILS 6 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x6 DF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WAR-1 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 OT14EWISE 6, a REFER TO SHEAR WALL SCHEDULE. ATTIG FLOOR FRAMING PLAN 1/4u_li_Ou 10..ONT. W iB TOP 1-i.. i-10 RI& V INSULATION SHADEV AREA) �X HEADER KIN& STUP EXTERIOR PLYWOOa TRIMMER COX& PT PO: EPC LSTA36 - HDR 4 SILL TO 3x BLOCKING:: (TYP. 2 PLACES) 5��®I I;� �L-00K fKiakM I I C7 CTYP OF 21 2x4 z 6 y ♦♦♦ 1:4 ♦ oNo E 0 A �y� y� Z� a`c 1Mh� 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: �o-24-24 HEADER/INSULATION DETAIL NTS 3. ROOF VENTILATION CAL CUL At I ONS 4 REQU I REt- IENTS AT LEAST 40 4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4, MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R8021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. R8062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R8063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A I -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS ROOF OVERFRAME NOTES: IRC SEC R8023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). ROOF FRAMING NOTES: I. ALL HEADERS TO BE 4x8 DF *2, 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'x3O' PER IRC SEC. R80-11. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R806. ALL FRAMING TO COMPLY WITH IRC SEC R602. 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 4X4 PT PO: EPCZ (TYP C 0 07 M 101.4 :ONT. DBL. TOP PLATE 2-10 RIGID INSULATION SHADED AREA) 4X HEADER KING STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION 17F.TAIL A q 4X12 a� CIA u� � z 12 d Ll w LU d �o d e I + !Y W I I 1 I I 12 1 I I I I I 1 1 1 14 LU X6 O1 ERF ME fK p 24' O.G. 12 O 1 IF- -II 1 1 2X6 Q�V�RFRA�" 1E 0 N11 22'X3 1 11 q ATTI 4 2' O.C. 1I 1 TH JI I m LI I 91 1�1,� II NTS 110 r E"Wb] 2X12 LADDER FRAME 0 24' O.G. r ABOVE STAIRWAY 2X4 CEILING JOIST 0 CLOSET 52.0 (TYP OF 2) ROOD �RAN IN& FLAN 1/411=1'_011 2x6 UPPER AiiIG ROOM 1/4u= 11-Ou NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER vvr i nnar1T 2010 Landmark Design Inc. ALL RIG"TS RESERVED PLOOR PLAN - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED E LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 6096. - HOLES NO CLOSER THAN 5/6 INCH TO FACE OF STUD. z 6 y ♦♦♦ ♦ oNo E 0 Ole H A �y� Z o y� @DZ� a`c 1Mh� N ♦ N O C14w 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: 6-24-24 II on 2x6 02 DF 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. gib' TYPE 'X' GWB APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED W/6d CEMENT COATED llke' CUP -HEAD DRYWALL NAILS W/AM15' SHANK D IA. 4 1/4' HEAD D IA. SPACED 8' O.C. ALONG STUDS 4 PLATES. EXPOSED FASTENER HEADS AND WALLBOARD JOINTS MUST BE TREATED W/(2) COATS OF GYPSUM COMPOUND. A MIN. 2' PAPER PLASTIC OR FIBERGLASS TAPE MUST BE EMBEDDED IN FIRST LAYER OF COMMPOUND OVER WALLBOARD JOINTS. SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR EAVE VENTING) 2x8 FASCIA BOARD N6' LP® FLAMEBLOCK6 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/1-118' 6d COMMON NAILS SPACED 6' O.G. AROUND PERIMETER 4 12' O.0 IN THE FIELD. 51/2' THICK NOMINAL 3 PCF 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. T1-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING N t• T r• W1 IN 3r " MIN. b xb PT POST LP®FLAMEBLOCK®FIRE -RATED OSB SHEATHING OR gas' TYPE 'X' GWB SHEATHING SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLED TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN W6' SHEATHING EXTERIOR WALL COVERING PER PLAN STAIR NOTES: PER IRC R311.1 STRINGERS TO SE FIRE 5LOCKED AT BOTH TOP AND BOTTOM. ' ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR 4' SPHERE SHALL - NOT PASS THROUGH CONSTRUCTION. • MAXIMUM RISE TO BE 1-3/4'. MINIMUM RUN TO BE 101. ' MINIMUM HEAD HEIGHT TO BE 6'-8'. ' MINIMUM STAIR WIDTH TO BE 36'. PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD, PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED WALKING: SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES MIN. 36' HIGH W/ CLEAR SPACE PER R312.1.1 AND R312.1.2 HANDGRIP PORTION OF HANDRAIL SHALL 5E NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. WINDING TREADS PER IRC R311.715.2.1 SPIRAL STAIRS PROVIDE MIN i 1/2' RUN A POINT 12' FROM WHERE TREAD IS NARROWEST PER IRC R311.1.10.1 CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE 1' F'T RISERS i P.T. 2X12 TREADS TO STRR 361X36' MIN. Le ;9 r �0 HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANDGeRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF 1/4' MIN. 4 2' MAX. EDGES SHALL HAVE ,t A MIN. RADIUS OF Via'. C:. ALL REQUIRED GUARDRAILS TO BE 36' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOtU A SPHERE 4 W_WS (Mmm) TO PASS n4WUSK FER R312.13 NOS G IV41 MAX �' MN 6' SPHERE UNABLE i TO PASS THROUGH OPENING: BELOW STAIR INSTALL 112' WB G• CEILNG, AND WALLSIN (3) 2X12 STRGERS FIRE BLOCKIWs * MV-SPAN AND IN STUD UAA..LS ALOW1 AND M LIFE WITH STRMGER S IF AREA UNDER 2X4 THRUST BLOCK STAIRS IS UWRNISHED INTERIOR DECK JOISTS PER PLAN DBL JST HU212 MTL. HANGERS AT EA STRINGER 3-2X12 P.T. STRINGERS EXTERIOR DESIGN: (IGG-ES REPORT - ESR-1365) WALL TYPE 43.4 - 1 1-IR EXTERIOR WALL ASSEMBLY NO SCALE NO SCALE HL 35 ANGLE SUPPORT EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE EAVES WITHIN 5'-O' OF PROPERTY LINE PER IRC: 302 4 TABLE R302.1 PER IRC 302 4 TABLE R302.1 H I HOUR 1=1REDE!7AL5 J TYPICAL STAIR DETAIL AND NOTES 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 10' -0' 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. R302.1 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION, 1 GRADE ATTIC VENTILATION AT LEAST 40% 4 NOT MORE THAN 509. OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. R-60 INSULATION BEDROOM 4 LOFT FLOOR CONSTRUCTION: 3/41 T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) 2X6 HALL LL A/ 1/2" PLY1NO0V R-21 INSULATION 6)4RAG ❑ ❑ DE 1/2 2 Tc 1/2' GWB 2x4 STUD 16' O.C. 2x4 BOT. 11 nnnnnnnnnnnnnnr STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 6096 BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/6 INCH TO FACE OF STUD. ATTIC R-60 INSULATION - MANUF ATTIC TRUSSES SEE ROOF FRAMING PLC R-21 I NSUL ATI BATH UT I L I T1' le KITCHEN JAI 6 MIL VISQUEEN VAPOR GRJN�.SP�,G BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. BU I LD I NO SECTION 3/a11= 1'—O" FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) COMPOSITION ROOF W/ 300 INTERWOVEN FELT ON 1/2' 2'4/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. 12 ROOF DRIP EDGES PER SEC. R9052ZB PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. R-60 INSULATION MASTER BATH COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED INSULA 2x SCREENED EAVE VENT BLOCKS W/(4) 2'/a' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS IV 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. (U-FACTOR 0.056 PER APPENDIX A COMMERCIAL ENERGY CODE) VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD TIGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC NO �(L) M �C4 �♦♦ E s4s F A Z W o yt- 6 y cc N ♦ N ox ej 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. 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'52"%140'45 75+0)6;8'-(.':94#2 +056#..6;8'-(.':94#2 #4170&2'4+/'6'41(12'0+0) U UPPEiZ ATTIG L®®R I/¢u- I 1-0u ELECTRICAL UPPER FLOOR ELECTRICAL TERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDW.6 AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING: WIRING:. THE LIG4 4T SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R3038 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. --------------------- - — — — — — — — — — — — — — — — — — — II II OPTIONAL CAN LIGHTS II WF 1 OPTIONAL II LIGHTING W/ BOOKSHELVES L \ LIGHTS I o lT H W/ BOOKSHELVES I � / --�— L — T �I 70 TO L TO LT ABOVE / W I I ❑ ER 1 COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS MSERVED 1 I � / / I HEAT DETECTOR INTERCONNECTED PER 31423— C C CLC� OUTLET MAIN FLOOR ELECTRICAL ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET (!h" 220V OUTLET E& COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE ALARM - CARBON MONO. DET, e 110 V W/ BATTERY C BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED PER 314.23 (GARAGE) EV CHARGER (ELECTRIC VEHICLE) ONE PER DWELLING PER SEC R335 IRC SMOKE DETECTOR 110 VOLT PER 3143 4 e H -4HEV 110V 0 S.D. COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS MSERVED 1 I � / / I HEAT DETECTOR INTERCONNECTED PER 31423— C C CLC� OUTLET MAIN FLOOR ELECTRICAL ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET (!h" 220V OUTLET E& COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE ALARM - CARBON MONO. DET, e 110 V W/ BATTERY C BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED PER 314.23 (GARAGE) EV CHARGER (ELECTRIC VEHICLE) ONE PER DWELLING PER SEC R335 IRC SMOKE DETECTOR 110 VOLT PER 3143 4 e H -4HEV 110V 0 S.D. z 6 VI � y ♦♦♦ oNo E A �y� Z yt-o L_�° M Nx 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: (0-24-24 15 4X12 S2.0 4X12 I El Ll 12 e_0 ROOr- FP�-AN 1/4"=1'-O" 6x6 P.T. POST ATOP 6x6 P.T. POST ATOP C:5Q BASE E C5Q BASE 4 36'x36'x12' W/ 24'x24'x12' W/ 4-04 BARS E.W. 2- 4 BARS E.W. �=OUNnfkTION PLAN REAR F.LEVATION s .. 4X12 ------------------ I CIOVEREP PORCH CONC. 11 LQ SIM. S2 0 5 1/2X16S GL5 5/0x5/0 XOX OPTIONAL I L I METAL FIREPLACE ❑� INSTALL PER MFR J SPECS. PROVIDE (o' Sa IN. OUTSIDE AIR D.V. e V I NI N& ROOM 2/6x5/0 FX 5/0x5/0 XO 2/6x5/0 FX &RZAT ROOM V CLG, MAIN FLOOR PLAN REAR PORCH: 235 SQ. FT. M w A ♦♦♦ ♦ E �j 03 e� A �y� y� ZA a`c 1Mh� ♦ O N N x �J 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: (o-24-24 Ire y a zee a a �o 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plane reviewed by a lic— ensed builder and struct— ural engineer for comph— 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-2853-2 Date: HVAC C;ENEfi�,4L STi�UCTUfi�AL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (15C), 2021 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 CATEGORY 11, EXPOSURE B, K zt = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATEGORY: D Ss = IB - IBC FIGURE 161330) SM 1.0, 1E = 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, 2021 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM Pc = 3,000 PSI WITH 5B SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% ilB% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT COI;RNERS 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: SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS PROTECTION 1'/2" 11,2" (15 AND SMALLER) 2" (#( AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF#2 OR BETTER POSTS DF*2 OR BETTER 2x FRAMING HF12 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA Ul. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 URO. 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 PSU FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E _ 1,900,000 PSI) MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO.06615-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, STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 43 12" O.C. STAGGERED. STAGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d 's 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF 8d 6 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 9 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR UN.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS URO. 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 b" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 12" RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF 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), 2021 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER 5HEAR WALL 5CHEIDULE- MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) � '�2" CDX Sd 6" O.C. 5i8" 60" O.C. Qall = 230 PLF j OR OSB r\ 'i2" CDX ad 4" O.C. 5/8" a 32" O.C. Qa11 = 350 PLF OR OSB '/2 " CDX ad e 3" O.C. 5i8" os 1(o" O.C. Qa I I = 450 PLF OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A53, 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY 5IMP60N 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 111 INTO CONCRETE. WASHERS TO BE 3" x 3" x '44" PER IBC SECTION 230832 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. EDGE OF PLATE WASHER TO EXTEND TO WITHIN 112" OF SHEATHED SIDE OF BOTTOM PLATE. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40'0/o FOR WIND DESIGN IN ACCORDANCE WITH AF4PA SDPWS TABLE 43A, 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 1(od a 12" O.C. STAGGERED. (T P� PTAG—EST- — — — 4x12 8 D OPTION ONLY) g ' L6TA30 - BEAM TO TOP PLATE Sys x 165 GLIB LSTA36 - 1.4DR 4 SILL To 3x BLOCKING ITYP. 2 PLACES) OPTION - SHED PATIO LSTA30 - BEAP TO TOP PLATI Sys x 15 GLB _ LSTA36 - 1.4DR 4 SILL TO 3x BLOGICMG (TYP 2 PLACES) x10 LSTA36 - NDR 4 SILL TO 3x BLOGCMCx (TYP. 2 PLACES) _ 3y2 x 135 GLB _ _'�LSTAIS - BEAM TO TOP PLATE MAID FLOOR A = 1,063 SQ FT A = 391 SQ FT a Sys x 13B GLB _ P4 x is LYL r (TYR OF k\ _14TS20 - BEAM TO TOP PLATE 3! 1 A =592 SQ FT I COPYRIGHT 2025, SEGzA ENGINEERS Dr- �o I m .m a b a cq cq w cn Q cn cq CQ Lu ill ill � JOB 12 -021 RATED SHEATHING PER PLAN (3) ad TO BLOCKING 11/2" RATED SHEATHING adg6"O.C. (4" O.C. 6 SIM.) 1/i" RATED SHEATHING ad .9 4" O.C. � V, N STAGGERED SHEATHING 8d 6II O.C. PER PLAN. EXTEND OVER 1/� RATED SHEATHING w/ 2x VENTED BLOCKING. Hl FRAMING ANCHOR Sd 4" O.C. EDGE NAILING _\,/� r EACH TRUSS. USE H10A_ 2 6� 0 ad 6 6" O.C. AT DBL TRUSS. GABLE END TRUSS. � 1 Sd 0 4" O.C. � � W 2x O 24" O.C. 1/2" RATED SHEATHING N Q N BL TRUSS PER PLAN A358" O.C. SHEATHING 4 NAILING PER PLAN w/ (3) ad TOE -NAIL TO MONO TRUSS PER PLAN 2x VENTED BLOCKING. DBL 2x TOP PLATE. LAP (USE 24 O.C. At SIM.) OR SCHEDULE. SPLICE ON COMMON TOP PLATE END NAIL TO TRUSS � DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ MEMBER OR BLOCKING. \,, EACH END w/ (2) ad, 4'-0" MIN. 4 NAIL w/ 16d 6 4" O.C. 16d 6" O.C. STAGGERED. 2x BRACE PER TRUSS SUPPLIER DBL 2x TOP PLATE. LAP STAGGERED. ADD E5TA24 t0 OR 48" O.C. SECURE w/ A34 SPLICE 4'-0" MIN NAIL SIMPSON EUS24 WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING PER EACH END. ADD 2x STIFFENER w/16d 6" O.C. STAGGERED. HANGER PER PLAN OR SCHEDULE. PLAN OR SCHEDULE. SPLICE WHEN LENGTH EXCEEDS 12" SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. TO OCCUR ON COMMON 2x BALLOON FRAMING a) 0 MEMBER OR BLOCKING a MEMBER OR BLOCKING. 2x FRAMING PER PLAN. PER PLAN GABLE END / GIRDER TRUSS 'a w (HEADER 6 SIM.)be w a an 1 T�'PIGAL ROOF FRAMING CONNECTION 2 ROOF FRAMING 6 G,45LE END 3 ROOF FRAMING Q G,45LE END A LOWER ROOF FRAMING e G,45LE END •q S2 fd SCALE : 1" = 1'-0" S2 fd SCALE: 1" = 1'-0" S2 (d SCALE: 1" = 1'-0" S2.m SCALE: 1" = V-0" o ,d U q 0 1(od 6 16" O.C. SOLE MSTC HOEDOWN 16d 8" O.G. SOLE DBL 2x TOP PLATE v o PLATE NAILING. SCRAP PER PLAN PLATE NAILING. FLOOR TRUSS PER PLAN SU O � � a m (3)16d t0 TRUSS WEB (TYP.) BFL OR PER PLAN CO SUBFLOOR PER PLAN 2x RIBBON NAILER (TYP) SUBFLOOR PER PLAN '/z" SHEATHING w/ ad ad s 4" O.G. HDR PER PLAN ----------------------- ------------------- - ------ �, r CO btcz as ., l3) ad JOIST -TO -TOP ad 6 4" O.C. 6 6" O.C. EDGE NAILING. 2x FRAMING w/ (3) 2x CONTINUOUS RIBBON PLATE UN.O. MAINTAIN SHEATHING 4 NAILING (NOT 6 MANF PANEL) 16d t0 TRUSS WEB Z�: MIN. 11/2" END DISTANCE. PER PLAN. PANEL EDGES w MSTC HOEDOWN TO OCCUR ON COMMON 3x BLOCKING. EXTEND b STRAP PER PLAN MEMBER OR BLOCKING. TRUSS PER PLAN (2) BAYS (24" MINIMUM) cQ OR TO COMER cQ SHEATHING 4 NAILING PER PLAN. (TYP) cn SPLICE TO OCCUR ON COMMON TRIMMER STUD(S) w MEMBER OR BLOCKING \' 1/2" SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN.cQ FLOOR TR,1SS '/2" SHEATHING INFILL BLOCKING ad * 6" O.C. EDGE NAILING OR (BEAM AT SIM) w/ ad 6 6" O.C. EDGE NAILING. MANUFACTURED BLOCKING PANEL. KING STUD—\ 2x FRAMING PER PLAN. PER PLAN (NOT AT MANF. BLOCING PANEL) 16d a 411 O.C. (BEAM g SIM.) —N 2x DBL TOP PLATE. LAP SPLICE 16d 6 4" O.C. 4'-0" MIN 4 NAIL w/ 16d 4"SHEATHING 4 NAILING PER O.C. STAGGERED. 2x FRAMING PER PLAN PLAN OR SCHEDULE./2" RATED SHEATHING 4 LStA STRAP PER NAILING PER SCHEDULE. TYPICAL FLOOR FRAMING CONNECTION r& FLOOR FRAMING 6 CANT. J015T FLOOR FRAMING Q INTERIOR 5HEAR WALL PLAN (TYP). S2 WALE: 1" = 1'-0" s2 0 SCALE: 1" = 1'-0" S2 0 SCALE: ," _ ,'-0° 2x SILL PLATE SHEATHING 4 NAILING PER PLAN. ad 6 6" O.C. 2x BLOCKING 2x BLOCKING w// � SPLICE TO OCCUR ON COMMON 16d 8II O.C. 16d 6 8" O.C. SOLE MEMBER OR BLOCKING 16d 8" O.C. SOLE PLATE NAILING. 3x BLOCKING ad e 411 O.C. PLATE NAILING 16d g 8" O.C. SOLE (TYP) 2x BLOCKING w/ 16d 6 4" O.C. 10 PLATE NAILING. SUBFLOOR PER PLAN 8 5HEAR WALL FORCE TRAN5FER DETAIL SUBFEOOR PER PLAN SEE ARCH FOR FLASHING s2 m SCALE: 1" = 1'-0" NOTE - SHEATHING Sd 6" OG. UNO SUBFLOOR PER PLAN REQUIREMENTS. SHEATHING 4 NAILING 2x CONTINUOUS TRUSS PER PLAN PER PLAN OR RIBBON L5TA24 STRAP (FAR SIDE) 1611 NOTE: SCHEDULE 2x TOP PLATE MINIMUM NAIL SHEATHING TO HDR SEE ARCH FOR FLASHING FLOOR TRUSS FLOOR TRUSS REQUIREMENTS. PER PLAN PER PLAN FLOOR TRUSS PER PLAN HDR PER PLAN. EXTEND w/ ad 3" O.C. EACH WAY. TRUSS PER PLAN (SIM ONLY) OVER PANEL TO KING STUD. ('�11 ...... (6)16d KING STUD TO HANGER BY TRUSS SUPPLIER LUS HANGER BY 2x BLOCING a LUS HANGER .. ' .. ' HEADER LUS24 HANGER BY BEAM / ENp TRUSS TRUSS SUPPLIER TRUSS SUPPLIER BEAM PER PLAN PER PLAN MSTC HOEDOWN PER PLAN BEAM PER PLAN. L + 2x KING STUD w/ 2xI 9 FLOOR FRAMING CONNECTION F USH �4M 1� 5HEAR UJ� FRAMING �4T F U5H ,4M 11 5HEAR UJ�4 FRAMING 1�T ,4M FASTEN TOP PLATE To ,' i+ CRIPPLE SCUD L R R L 5 R WALL R� L 5� E R WALL R 5 HEADER wl (2) ROWS �� s2 m SCALE: 1° = r-0° s2 m SCALE: ill= 1'-0" s2 m SCALE: ill= 1'-0" 16d AT 3" O.C. i+ 4x BLOCKING ,@ MIDDLE + � 1, 24" IF REQUIRED. 10' -0" MAX. ,, .+ ., .+ .+ .+ 16d 6 16" O.C. SOLE (8'-0" SIM) + 2x BLOCKING w/ (3) 8d 2x STUD PER PLAN. USE MINIMUM PLATE NAILING. �+ ad � 6" O.C. TOE -NAIL TO 4x BEAM 4 � J + 1/2" RATED SHEATHING (24/0 EXP 1). l2) 2x STUD 6 ENDS OF SHEAR 2x STUD PER PLAN. USE DBL SUBFLOOR PER PLAN (2) ad TO JOISTS. WALLS 4 HOEDOWNS. SEE SHEAR 3/4" SHEATHING STUD AT END OF SHEAR WALLS + ;+ NAIL w/ (2) ROWS ad 3" O.C. AT WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLL w/ 3"x3"xi/4" 4 HOLDOWNS. SEE SHEAR WALL (2) 2x CRIPPLE .+ ;+ PANEL EDGES. JOIST PER PLAN + �• — SHEATHING 4 NAILING PER WASHER SEE SCHEDULE FOR SHEATHING 4 NAILING PER SCHEDULE FOR 3x STUDS. STUDS. �. SIZE 4 SPACING.USE 5/ "� AT �' � 2x4 w/ (8)16d At PLAN, SPLICE TO OCCUR 8 PLAN OR SCHEDULE (2) 2x PLATE. (NAIL BEAM PLICE. ON COMMON MEMBER 60" O.C. U.N.O. All SLAB ON G O SHT'G TO EA PLATE) 2x4 GUSSET EA (NOT A METAL CAP) OR BLOCKING. 2x Pt SILL `f L B GRADE OVER SIDE w/ (8)16d MIN. 6 MIL VAPOR BARRIER TOP OF STEM WALL + ' (ALT. METAL CAP) AR - HORIZ I ELEV. VARIES + + "v, 6" MIN. (NOT s S.On.) FINISH GRADE OR I� �� I I t ws, 4x4 Pt POST FINISH GRADE 12" MAX. i 1 STHD HOEDOWN PER PLAN. SLAB ON GRADE ; I \ ! 2x Pt SILL' (4x6 AT SPLICE) + + + (S.O.G. SIM.) I , �, II STHD HOEDOWN ` 2x PT SILL w/ ANCHOR BOLT 5THD14 HOEDOWN UNO. (2) Ns"4, ANCHOR BOLT w/ MIN. MAB ANCHOR 4 � BAR 24 O.C. - VERT. ER PLAN 4 311 x 3 x /4 WASHER PER �" EMBEDMENT 4 311 x 311 x 14II 18" II PLAN OR SCHEDULE. USE � (ALT. A34 ANCHOR MIN. 1'-6" MIN MN. °q 5/84 Is 60" O.C. MIN. GALVANIZED fiE WASHER Ar TWO SIDES) 12" 4'-0" MAX. �L0'4 BAR CONTINUOUS , FOUNDATION PER PLAN. MIN, g�� "4 MBAR 24" O.C. -VERTICAL MIN. 8" THICK STEM WALL w/ '�`j' FtG PER PLAN D 0 8" o O -4 BAR NORIZ. TOP 4 BOTTOM. 4 BAR CONT. 12 PORT�4L FRAME FANEL FINISH GRADE o 0 81, 8 (TYP.)s2.0 SCALE: NONE h 52,v=�) 13 FLOOR FRAMING AT CRAWL 5P,4CE FOUNDAT ION ,4T CRAWL 5PACE 15 FOUNDATION AT 5L,45 ON GRADE s o SCALE: 1" - 1'-011 s2 0 SCALE: 1" oil -Oil s2 0 SCALE: 1" = 1'-0" CORYRIGHT 2024, 5EGA ENGINEERS JOB 12 -021 2x STUDS. USE MINIMUM (2) STUD At HDU HOEDOWN. NOTE: 16d � 16" O.C. SOLE FACE -NAIL w/ (2) ROWS 16d i— p0 NOT BACK(=ILL ABOVE 36" PLATE SUB(=LOOK AT 12" O.G. STEM WALL - UNTIL FLOOR SHEATHING, PONY cv l.0 WALL SHEATHING, AND FILL ARE (3) 8d JOIST -TO -TOP +TE U.N.O. MAINTAIN + DU5 WOLDOWN PER PLAN. PER MANUI=,4CtURE'S -�- a-- -- --- (L� INSTALLED PER PLAN. M5TC40 NOLDOWN. ALIGN MIN. 1' END D (STANCE. + + PRODUCT GUIDE. I Q a ° O WITH EMBEDDED STHD SHEATHING # NAILING + + �, III THREADED ROD w/ 9" I � StHD HOEDOWN PER PLAN TYPE HOEDOWN BELOW. PER PLAN OR SCHEDULE. + + MINIMUM EMBEDMENT. SET 2'_0�� N ITH AN EPDXY ADHESIVE. SHEATHING � NAILING PER a � / � A35 FRAMING ANCHOR /�" SHEATHING (40/20) PLAN. SPLICE TO OCCUR ON I I/ ADDS BAR FOR 2x PT SILL w/ Na"O ANCHOR COMMMON MEMBER OR BOLT PER PLAN OR SCHEDULE BLOCKING 2 x 6 STUD g 16" O.C. USE ° I a STEPS EXCEEDING 21 . pBE STUD ENDS OF ° I (MAXIMUM 32" O.C.) �/ 2 S.O . PER PLAN SHEAR WALLS 4 HOLDOWNS. (01_011 8�� --- --- ° MAX. (GRADE a SIM.) JOIST PER PLAN OR (2) 2x Pt SILL w/ �/ "�ANCNOR MAx JOIST AN 1 MAX. f BAYS BLOCKING AT 24" O.C. SHEATHING 4 NAILING Its it D PER PE w/ l8) Sd t0 SUBFLOOR PER PLAN. MATCH WALL BOLT 3 x 3 x /4 WASHER ;� 2x Pt SILL w/ 5/8"� ANCHOR 1,_011 04 BAR 's 10" O.C. AT 5 -0 O.C. UN.O. CONTINUOUS FTG. HORIZONTAL ABOVE URO. (ALT. MASA a 48" O.C.) BOLT 3 x 3 x /� GALV. MINIMUM •� o l2) #4 BAR TOP EXIST. CONCR WASHER REINFORCEMENT a co 4"� FOUNDATION w 1 STHD TYPE HOEDOWN a en °� PER PLAN. 3 RETROFIT HOLDOWN 6 FOUNDATION r4 5TEPPED FOOTING DETAIL 1 52.1 XALE: - I -0 52.1 XA,LE. - 1-0 04 BAR VERTICAL H #4 BAR'S 10" O.C. - HORIZ. H 1 �,.� d PC 10" O.C. 6 H = 8' q 12" O.C. N = 6' FINISH GRADE I #41BAR -6 IV' O.C. - VERT. (36" MAX) o V � o \04 VERTICAL BAR .� FtG 6 -0 FINISH GRADE t0 MATCH U a L MAX. I m �o 44 FTG DRAIN I o 18" I � � • U MIN 04 BAR CONTINUOUS (18" MIN) 8111 d a (TYP OF 2) \\/�\/ \/ //� Q II • L "d \ V a 811 04 BAR CONT. pq Go 1 FOUNDATION AT CRAWL 5FACE (ALTERNATE) r2 CRIPPLE WALL WITH 15ACKFILL FOUNDATION W 52.1 XALE: NONE 82.1 XALE: '-0" cQ Lu � Sell II S\II q 52,1 G0f=1YR1G;HT 2021, SEGA ENGINEERS JOB 12 -021