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Building Plans - Lot 307 - Reduced (2)
; < MASONRY VENEER - GENERAL NOTES PER SEC. R103.8 WEATHER RESISTANT BARRIER OVER SHEATHING OR SUBSTRATE FINISH SIDING GSM TRIM FLASHING WITH 5" MIN. VERTICAL LE& IORIZONTAL WOOD TRIM HOff'IZ. TRIM AT SH004THINCB/LJOOt) STUDS N.T.S. 6ARA6E STORAGE REFER TO SHEET II-12(WHEN USED) 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. TRUSS OR RAFTER PER PLAN ROOF TO WALL FL,4SH INCH DMT4IL N.T.S. GABLE END DECO BRACE COMP ROOF 5/4x8 BARGE W/ 1X3 RAKE TRIM 5/4x6 WINDOW , DOOR 8 CORNER TRIM o FRC 5/4x4 CORNER 5P'S CEDAR SHAKE SIDING 6" EXP. HORIZ. SIDING CONT. &UTTER PICTURE FRAME COLUMN TRIM &RAPE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' 4 &ARASE STORAGE REFER TO SHEET II-12(WHEN USED) H 5 ♦` TYP PER SIDE IF SITE REQUIRES STONE VENEER (ADHERED) COPYRIGHT 2010 r—O I 7 Landmark Design Inc. ALL RIGHTS RESERVED 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 - SDC D0 E D1 MAXIMUM 4 INCHES THICK d MUST HAVE WALL BRACING - SDC 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 ROOF DRIP EDGES PER SEC. RS052.8.5 PROVIDE DRIP EDGE AT EAVES t GABLES W/ A MIN. 2' OVERLAP LLLLLLLLLLLL] — I]EEEI]EIIEEEIIE lu LLLLLLLLLLLI.] EEE EEE EEE EIIE F.LEVATION 1/4"=1'-O" 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. R319.1 14 e0 M �♦� E 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: 6 -24-24 1 0 N 6) C(j e 0 d) 30'-0' 14'-9' L# 6'-0' 4'-11 ' 6/0x /0 XO 4/Ox4/ XO EGRESS RtS REE S�TBANDIN SG EF. 8' CLG. 50 CFM� MSTR. BATH L Q Iw 8' CLG. I W_ MASTER. 5E7ROOM 1/ V-2' 110 8' CLG. EP. 4 50 CFM O O PANASONIC WHISPER UTIL, 5' TUB W/ m QUIET CONTINUOUS 8' GLCx1. W SHWR EXHAUST FAN OR cq EQUAL E.F.'p, FM F 50 C © © LV.T J 1111 -r 5ATH 10'- 1' B.P. 2'- I' 8'-2' '-11' 8 CLG. ,_11' I 6 BE R OM 2 I °� S C �• I c ro L INEr lO e 42' WALL W/ WOOD CAP Q STOR. ter, CLOSET n 1� LU qq O N z LOFT I]r - U_� ��-------� 8 CLG. -1U U_ �Q 0=3 36 OPEN RAIL -q PER I.RC. TYP. Ind 0 m O er I CAI cn N 3 OPEN TO BELOW 11 Q p U MIN. HSPF 11.0 MAX BTU/ 15 R C xxxxx 6 S.C. SHELF ----""' -1 --- Q Q ❑ ------ INSULATE 04 FURN MECI-I. CLST 4/04 10 FX ® 110V ❑e - - - - - B.P. S.D. 110V 0 BEPROOM 3 I FACE OF W,�►LL FLUSH W/ 8' CLG GIRDER T"S ABOVE 0 SEPR OM 4 VAULT D CLG. EGRESS I I 4/Ox4d XO 1 C4 E4ESS XO M 41 m - 0 x 0 N cr M cci UFiaER FLOOR FLAN INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 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 IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING Is PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. /4u= 11_Oii 0 cV LIN 30'-0' 4'-2j' 4'-0' 4'-0' 3'-3' �'-3' �'-3' VAC UNIT TO BE MODEL CARRIER FE4ANF002+U1 MIN. HSPF OF eB HEAT �C HEAT PUMP t0 BE MODEL CARRIER +� PUMP 25VNA624B"030 8/0x5/ XOX -------------------- SOUND DEADENING COMPRESSOR c( BLANKETS TO E I STALLED t0 GOV RE17 p PREVENT NOISE COMPLAINTS e I PORCH r i CONC. x PININ6 ROOM 2/6x5/ FX 5/0x5 0 XO 2/6 /0 FX I 0 OPT. _ BUILT-IN �t I 00 6RE,4T ROOM 9' CLG. I I � METAL FIREPLACE u• (X DWI % N INSTALL PER MFR 4 \ O 0 I SPECS. PROVIDE 6' - �Q SQ. IN. OUTSIDE AIR KITCHEN Z 9' CLG. ❑ 0 LU U_ O° �n � O m X � LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN IB INCHES FROM TOP OF THRESHOLD. (R3113.1) WHOLE HOUSE VENTILATION: *REFER TO SWEET N-2 TABLE 1505A30) < 1505A3(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. 3 ' OPEN I"IL PER [.PC. TYP. CBN ApAL O" P N E TAIR R O TI N P R 2i 36" OPEN RAIL PER TYP. ENTRY OPEN TO ABOVE 2'-8' 3'-0' CLG. x�o Z[1A� INE �I 6X8 HD1e I 0 REfl IN CH PWflR. C. 9 C G. E 50 CFM 2/0x /0 SH 3'-3' _ 2'-3' I I '- U m100, - 9 I SG COVE FOR CON 7 � SINK ❑ z LU 0 W/ MICRO ABOVE 00 10V0TOS E.F. 4P 4' -0' 3' - ' O PNTR;'Xro WALL © 2X GC87NRED L 61 I2 X32 I A 4 �� TYP. _ o ,n PAI PEN uo 9' CLG. (� IlOOV w M e 0 I I L---------- - cV 13/8' MIN. SOLID GORE SELF CLOSING °O ELECTRIC WA ErR a, WOOD,STEEL DOOR HEATER WITH OR INTEGRATED HE T cn 20 MIN. RATED PUMP TIER III IMPACT BARRIER NEAR SPEC, MODEL RHEEM PROPH50 M �Q HEAT DETECTOR V INTERCONNECTED PER 31423 0 0 N 67ARAGE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB DUCT OPENINGS 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. g1_61 BLUE 18 AWG TRACER WIRE REQUIRED AT NON- 5'-6' 19'-0' 4. METAL WATER SERVICE 44J.PIPING PER UPC 604.S. MAIN FLOOR PLAN 1/4"=1'-O" MA I N PLOOR: 1065 0. PT. UPPER FLOOR: 1522 50. PT. UPPER A771 G : 468 SQ . PT. TOTAL.: 2855 50. PT. GARAGE: 51� 1 50. PT. FRONT PORCH: 58 50. FT . REAR PORCH: I OCI 50. PT. COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED GENERAL NOTES: 1. ALL WORK t0 BE IN CONFORMANCE WITH 2021 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES t0 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 d KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS t0 BE LIMITED t0 MAXIMUM 1.0 G.P.M FLOW. -1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 16' OF FLOOR t0 BE SAFETY GLASS 9. SMOKE ALARMS - TO BE INSTALLED PER SEC R3143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS 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. R315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR < OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2021 IRC t WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES t0 MINIMUM R-3 PER WSEC R403.53. 12. ALL DUCTS t EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED t0 A MINIMUM OF R-8 PER WSEC R4033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED t0 BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303B.2. 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 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 WR TIMER, READILY ACCESSIBLE t WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) li. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 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 2021 WSEC TABLE R402A.1.1. IS. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO 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 Al PER IRC G24313 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 SO INCH TRANSFER GRILL Z (vim e0 M �♦� E A z Wye ZA4 A W1 ♦ cv C4a 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 0j, FOLNE)AT I ON AT FAT I O NTS FOUNDATION NOTES: MIN. 2' AIR SPACE 4' GONG. SLAB PREVENT WOOD TO GONG. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB *4 BARS INTO CONC. SLAB ,0 16' O.G. 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. 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 R408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLD-DOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE E SPACING (SHT 51.0). r s 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 HOLDOWNS COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS 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 $0. FT. PROVIDE SCREENED VENTS FOR VENTILATION Z v Vi A �o xz E W Z� Q)z� 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: 6 -24-24 15 VENT& RE a' D N X N t-9 O OU_ ud Qu �O f1 z w ATTIC FLOOR FRAMING PLAN 1/411= I i—On :ONT. DBL. TOP PLATE ?-10 R1610 INSULATION SHADED AREA) 4-X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2' GYPSUM BOARD, 3/8' WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF. SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB 19 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 4x6 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) 5E.�-C®NZ;� FL.®®K fK�M I I C7 f;_-%.��N (TYP OF 2) 1/4n_ I i_On ) 2x4 M �♦� E Z� �zen 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: 6 -24-24 HEADER/INSULATION nETAIL NTS 3. ROOF VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 409e4 NOT MORE THAN 509e 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. 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 Oro' 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 LC ROOF OVERFRAM E 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: 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 802.103 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. 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. R806. ALL FRAMING TO COMPLY WITH IRC SEC R602. 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 S2 0 (TYP OF 2) ROOF FRAMING PLAN 1/4"=1'-O" DDER FRAME 4' O.G. STAIRWAY CEILING JOIST 9 CLOSET ) 2x6 r �n UPPER ATTIC ROOM 1/4n= 11—Ou NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER vvr r nlvr♦I 1 201W Landmark Design Inc. ALL RIGWTS IRESERvED FLOOR PLAN STUD NOTCHING AND BORING - 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. z 'n Vi ZIC 0� �♦� E coo, 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: 6 -24-24 II v 2x6 1'2 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 CEMENT COATED 1lk8' CUP -HEAD DRYWALL NAILS W/.0915' SHANK DIA. 4 1i4' HEAD DIA. SPACED 6' O.C. ALONG STUDS 4 PLATES. EXPOSED FASTENER HEADS AND WALLBOARD JOINTS MUST BE TREATED WK2) 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® FLAMEBLOCK® 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/Ills' 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: I. FIBER CEMENT BOARD 2. T1-I1 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING W1 IN 3ro" MIN. 6 x6 PT POST 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 AF50 ROOF VENTS (50 50. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x6 FASCIA BOARD 2x STUDS PER PLAN 7W6' SHEATHING EXTERIOR WALL COVERING PER PLAN STAIR NOTES: PER IRC R311.1 • STRINGERS TO BE FIRE BLOCKED At BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR 4' SPHERE SHALL - GONSTRUCTION NOT PASS THROUGH • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RUN TO BE 10'. • MINIMUM HEAD HEIGHT TO BE V-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 R312A AND R312.12 HANDGRIP PORTION OF HANDRAIL SHALL BE pp 4 NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. • WINDING TREADS PER IRC R311.152.1 m • SPIRAL STAIRS PROVIDE MIN 1 1/2' RUN ® A POINT 12' FROM WHERE TREAD IS NARRIDWEST PER IRC R311.1.10.1 _ CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE P PT RISERS P.T. 2X12 TREADS TO STRIr HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF 11/4' MIN. 4 2' MAX. EDGES SHALL HAVE A MIN. RADIUS OF ka'. C:. ALL REQUIRED GUARDRAILS TO BE 36' MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON �a0 THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPI-ERE 4 INCHES (102mm) TO PASS THROUGH. PER R31213 N40811s I7 MAX 10' MIN 6' SPHERE UNABLE TO PASS THROUGH OPENING rREAD BELOW STAIR INSTALL 1/2' GWB • CEILING, AND WALLS (3) 2XI2 STRINGERS FIRE EILOCKING • MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER 2X4 THRUST BLOCK STAIRS IS UNFINISHED INTERIOR DECK JOISTS PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2XI2 P.T. STRINGERS EXTERIOR DESIGN: (IGC-ES REPORT - ESR-136 5) WALL TYPE 4.3A - I HR EXTERIOR WALL ASSEMBLY NO SCALE NO SCALE HL 35 ANGLE SUPPORT EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 PER IRC 302 4 TABLE R302.1 H I HCUR �IRE-RE51571\/E :7) J TYPICAL STAIR DETAIL AND NOTES FIRE BLOCKING AND DRAFTSTOPPING PER SEC. 302.11 4 302.12 I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 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 b� 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. $EDROOM 4 FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) G)4R)4GE STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 2590, BORING 40%. - 6096 BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 4090, BORING 6090. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 12 o" 2X6 WALL W/ 1/2" PLYWOOD R-21 INSULATION R-461 INSULATION LOFT ATTIC R-401 INSULATION ATTIC - MANUF A SEE ROOF BATH TRUSSES '11NG PLC VE (2) 2x4 To 1e K I TGHEN Ll __1GWB 2x 2x4 STUD 16, O.C. 2x4 SOT. 6 MIL VISQUEEN VAPOR GRAALSPAGE BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. 5U I LD I NO 5GT I ON 3/5II = 1'-O II R-21 I NSULATI UTILITY 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' 24/0 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-461 INSULATION MASTER 5ATH INING KV J I I NSULATI COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED 2x SCREENED EAVE VENT BLOCKS WK4) 21/a' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL (2) 2x6 TOP tE 2x6 STUDS 6 16' O.C. 1/2' SHT'G (APA RATED 24/0) WATER PROOF BARRIER EXTERIOR SIDING PER ELEVATION R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) L-1 %,.° d T IGHTL INE FOUNDATION DRAIN: 4' DIA. PEW. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC NO z . 1� C ON (V A z� �+� E y N E � SON Z 0CA coo, W� Q zN � h 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: 6 -24-24 �7 4X4 Pt PO: EPC (TYP C 82 0 (TYP OF 3) ROOF r-RAM I NCB FLAN FOUNAT 1 ON FLAN 1/4"=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 HOLDOWNS COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED �eILE 011 ee FRONT ELEVATION /4"=1'-O" ROOF DRIP EDGES PER SEC. R9O52.8.5 PROVIDE DRIP EDGE AT EAVES < GABLES W/ A MIN. 2' OVERLAP GABLE OPTION -0 (SARAC7E � 10 USE 1/2' GWB ON ALL WARM AND S2 0 I - BM- TOOPP PLATE STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS, WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB NO DUCT OPENINGS 0 � IMAM. IN GARAGE. _ }I 4 9' CLG. DUCTS THROUGH CLG OR a l 2x WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. z= U �- C? 52 8 yrs? 51i2 x 13.5 2/0x5/b SH 6X6 Pt POST W/ CCQ CAP ® ® U14 HU14 w 13i4X18 LVL r (K CFLUSH) MSTC4� m �Src� lY 9 8 Q 52.O 0 0 x 8/0 O.H. DOOR 8'-3' _ 1W. SLOPE TRUSS 16/0 x 8/O O.N. DOOR 16'-3' R.O. 40'-0' 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 t A MIN. STROKE WIDTH OF 1/2' PER SEC. R319.1 ZL M z M A Pp � ® 00 ]eq e r 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: I L2M-2853 Date: 6 -24-24 11 UPPER A-r-rlG E1.EG7RIGA1. /Tu- I i—Ou UFFER r-L®®R ELEC7RICAL INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 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 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. TO Lr A50\A--_ COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS 14ESERVED MAIN FLOOR ELEGTi@I GAL I/Tu- 11_Ou ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) t L IGcHT COMBO SMOKE ALARM - CARBON MONO. DET. o 110 V W/ BATTERY C BACKUP CABLE T.Y. 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 314.3 z Vi w� E Z� �zen ♦ 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: 6 -24-24 15 . ' !!l • ,I)' cP -... � ' � ' ....' !!I • • ' Q' � ' N " • • '" '" � ' ii, 0 ·-• �" '<I" " � 1'-5!' '(�, "8: ;i!:s 'i\ • J 0. � •'\'i � �, }. • � • ·; '� ' . ' \ • • . ' .• ' • .". ]'',I) . MAS1 -t -' ,0 • .:,.,((\ ' ((\ ''· " ' r 111)'-• d) mo�� w 'I" .. • 141 -91 1'-3 I.. • h/lZ>x /(1) XO • E,..,...,.,_S " 6 1-01 4•.3�• 4'-11!' • • • • 3•-lf)· -3'-01 . 4/IZ>x4A � XO ,, '\'; ', "' . •� ',' 8:'· >,, ,.,8: " ,�, . . .. •·X 1ue = h' tcrr·IN 77 •.I I I ;\ EF. ;$-S(f) CA'1 MSTR. BATH &' CLG . [fa� � • I " I \I ' I� I oc " "llll BE:DROOM / I �fl &' CLG. " ' ® •¼·BP. OM2 �"'· 3 1-21 I, 1·-s•I 11(1)V -E.F. _3/ ,... u @ I e.o. . S0CFM =1.l . .. 0 �n ® . 0 D 0 \. ·• .• � . ' �� ; . l.Uil:4,., a' CL w �c.F;t-, ·- ._ ... 11. 1"TI MAX\ 9 I D@ L.Y,T=-= . �, I, 51-llR .. E.F. • ' cs �@D:: C.. I ., I") � h I . BATH '3 ./4·-n¼·Q �-a• CLG. &'-2¼" 2'-,. 2'-11' � .. I @. "......./(�;::. . I 0 I LINEN 2Xh WALL '<I" ir 11(1)V r; '-STQ R, ' -,0 ,. .:,., ' i ii, g ,I)-.� -g � � "' 3 � ' i'-• • " " . ' ''<. ' ' . •• z ' ;if " ' 7 � .:,., @ ((\' &.D. @ ((\ ��. ,Ic; . -L� � j� � rf �! r; _J i ' ���-i ' 3 11. i i' _J� i1''51 .I), OPEN TO BE:LQ� I: i�ij 3 11'-(1)' e+-IELF 4/(1)x2 e>FX �.. •. -� " •; ". • • .•' ''· �c>">l '• D II • � : \§ .;.. ;"' 1111)\. ® @ BP. 6.D. 1·-2· .S'-h' • eeo�oM s& G. E�ee • ''" 4t0x .. , XO � 3 1-01 ,. 2'-h¼"s•-1· 4'-11!' S'-b' 10 1 :0 ■ . CLoeET \ ' . i --------------------• ' LOFT ":::J &' CLG. " • ' '1.0'f'LO . ig.i,. E =,:: ,!=I-� @. MAX � UP � IS � 31�-� � ec. \ N . .. Lo/lt§, , ;!NeULATEMECI-I. CL&T .----/CJ' @' �-.. 34�,q 3'-�' / ,SP. ,e,•-e· . '-1,· 1· FACE OF* FLUSH W/ GIRPE� ABOVE BE:Dlli �OM4 VAULTI D CLG. I . I . I -. � EG!i<Eee � . " ,·, h/0x4A� XOX 1 1-0 1 ,. 71 .. 01 ,. 141 -tZJ' , . 30 1-01 , . • UPPER FL.OOR FL.AN INTER/QR STAIDIIIAY ILLLMrNATIQN FER SEC 834221 IF?C INTERIOR STAl"1JJAYS 6!-IALL eE Fl"OYIDED WITM AN ARTIFICIAL LIGMT &OU� TO ILL IJ11NATE Tl-IE L.4NDING5 .4ND ll<EAD&. STAl"1JJAY ILLIJ11NATION SMALL f'<ECEIYE ffi!MARY FOIU:R Fl'<Cll'1 TME 6UILDING Wli;?ING. TME LIGI-IT 50Ul'<CE &HALL eE CAP� OF ILL UMINATING n.1:AD5 ;IND LANDINGS TO LEVELS NOT LES& TI-IAN I FOOT -c.ANDLE MEA6Ul'<ED AT Tl-IE CENTER OF Ti.EADS AND L.4NDING5. TMERE 6!-IALL BE A WALL SWITCH AT EACI-I FLOOR LEVEL TO CONTl'<OL Tl-IE LIGI-IT SOUl'<CE IU-IERE THE STAl"111AY HA& SIX OR MORE Rl&EI<&. EXCEPTION, A &WITCH I& NOT REQUll'<ED IJ.I-IERE REMOTE, CENTRAL OR AUTOMATIC CONTI-OL OF LIGMTll-ti IS PROVIDED. EXTERIOR STAIPIIIAY II I I MJHATIQN FEB SEC BM''.3.B IF?C EXTERIOR STA1"1JJAYS SMALL eE PROVIDED WITH AN ARTIFICIAL LIGMT &OURCE LOCATED AT THE TOP LANDING OF TME &TAIFall4Y. STAIFall4Y ILUl"IINATION SMALL RECl:IYE ffilMARY POllER Fl'<Cll'1 THE 6UILDING WIRING. EXTERIOR STAll-!!UAY&Fl"OYIDING ACCESS TO A 6A5EMENT Fl'<Cll'1 Tl-IE OUTDOOR GRADE LEVEL SHALL BE Fl"OYIDED WITI-1 AN ARTIFICIAL LIGI-IT SOURCE LOCATED AT THE BOTTOM LANDINCio OF THE 6TAl"1JJAY. 1/4"=1'-0" USING EXl4AU5T FAN5, Fl'<OVIDE WI-IF 4 Fl'<E&I-I AIR INT AKE FER 61-!EET N-2. �R TO S!-IEET N-2 TABLE ISIZ>l.3.3(1) 4 1SIZ>1.3.3<2) FOR FAN SIZING AND RUN TIMES R.Jt-iNACE TO .!AVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITI-I TIMER AND CON�L& ARE TO BE ADDED FOR Tl-IE f<EQUlf<ED �&1-1 AIR EXCl-lANGE. • .:,.,'t' - . .:,.,....',I) . - " ,I) • -' .:,.,....71" ,. ' .,' -. "-•Q ' •"'·'" Q' lil ' "t-'!!l .,.,.' N . " .:,.,....•.. • ir' - , 301 -01 . lS'-6 1 14'-h' • . 4'-2!' 3'-3!' 1•-3• .. 4 1-0 1 4'-CZ>' 1 1-3'• • • '• • �Y "l, • .---'l�------1 .J!_ ----I------ -----f-----,------I-----------f-----I � I I I I I I I I I I I I 2/6xS/fl, FX Cl 4'f• 1. up r., ._) 'k-·----f\i .• t:;-1' 'cS-REAT ROOM 'II' CLG • (,o '51'i.l Q' r,0 • . ,I)cP ' r • .:,., ,I)' i'- ,0' !!! • ,. '., • Q' ,I) ,. --. ,. • i g � � • � � "' 3 ,. ,. I \ 1 � MET AL Flf<EFLACEU. IN&T ALL FER MFR I <C 6Fl:C6. Fl'<OYIDE 6', I :ii SGl. IN. OUTSIDE Al�L � D.V. JT I .. . '• ' ' ' . 11 11 11 �II ¼" • ,. -�-.... UP' "" 11 R ,. C.OY!!� F'�H CONC . ,-.... , � 31-3 1 2 1-3'• • vP ' ,I) R40 -W/MICF<O , ABOVE 1------,1---l�gi-1 C � ..E.F �. 1·-a· C o .' 6AAA6E: -----�•..,,. U&E 11.2' GU.e ON ALL WAi.tt ANDSTfllJCTU� WALLS. (I) LAYER Sta' TYFE 'X' ON I :EILINGS. II.RAP ALL EXFoeED POeTS AND eEAMS IN 11.2 • GU.e NO DUCT OPENINGS IN Gr.ARAG.E. DUCTS TI-IF<OUG,I-I CLG OR WALL COMMON TO I-IOUSE, HIN. 26 GAuE &TEEL. ..,....-,..•-·k-----+--------+------'•. ,. ,. ,. lh/(1) x S/11) OJ.I. DOOR 16'·3' F<.O. LANDING AT 'EXIT' DOOR NOT TO BE LOIi.ER TI-IAN 1.S INCHES FROM TOF OFTl-liC!EeMOLD. ("311.3.1) MAIN FL.OOR FL.AN 1/4"=1'-0" MAIN FLOOR: UFFeR FLOOR: UFFER ATTIC: IOf,S SG. FT. 1922 SG. FT. 4f,e SG. FT. TOTAL: 2ess SG. FT. GARAGE:: Sc:fl SG. FT. FRONT FORCH: se SG. FT. ReAR FORCH: IOc:f SG. FT. COPYRIGHT 2010 Landmark Dealgn lno.ALL Rl<iMT& I'£� • -0 X � ,0 '\§ ,0 "'' . 'cP .:,.,,0' ,0 ' ii, " ' . . . " Q' i'-,0 1• � , . . . . ' YIILIX fsQOM NOTE5/M,6KE YE Alls FER l�G24� I.UJ.IEF<E THE EX.!AUST DUCT IS CONCEALEDWIT.!IN THE BUILDING CONSTFWCTION, THEEQUIVALENT LENGHT OF THE EXHAUeT DUCTeHALL eE IDENTIFIED ON A FEl'<MAI-ENT LAeELOR TAG. THE LABEL OR TAG 61-!ALL BELOCATED WITHIN h FEET OF Tl-IE EXHAUST DUCTCOl'f,IECTION.2.INSTALLATION& EXHAUSTING HORE T.!AN 211)0CFM &I-IALL BE Fl'<OVIDED WITH HAKE uP AIR.UH:� A CLOSET 15 DESIGNED � THEINSTALLATION OF A CLOTHE& DRYER. ANOPENING HAVING AN Af<EA OF NOT LESS THAN111)0 SGl. INCHES FOR MAKE UP AIR &HALL BEFl'<OVIDED IN THE CLOSET ENCLo&uf<E, ORMAKE UF Al� 61-!ALL BE Fl'<OYIDED BY OTHERAPFR. MEANS., --_,-7 • 111)0 SQ INCl-l TRANSFE� GRILL Plan No: L2M-2853 Date: S-18-21 M-1 GENEAL 5TfRUCTUfRAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 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 it = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Ss = 15 - IBC FIGURE 16133(1) Sos=1.0,1e= ID, 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'-&" 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 55 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% f15% 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 COMERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS PROTECTION 11/2 u 11/2 (05 AND SMALLER) 2" (% AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DK OR BETTER POSTS DM OR BETTER 2x FRAMING HF*2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM b" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLIB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD AI90.1, 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. 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 = 2000 PSI, E = 1,(B00,000 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 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-O" WIDE. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d Is 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF ad Is 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 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER lb. 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 5NEAR UJALL SCNEpULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 112" CDX ad 61 6" O.C. 5i8" a 60" O.C. Qall = 230 PLF OR 065 1i2" CDX Sd 4" O.C. 5i8"6 32" O.C. Qall = 350 PLF OR 065 1/2" CDX ad 3" O.C. 5i8" a 1(0" O.C. QalI = 450 PLF C OR 065 USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" 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 Tl-I1 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF l" INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF NOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. EDGE OF PLATE WASHER TO EXTEND TO WITHIN 112" OF SHEATHED SIDE OF BOTTOM PLATE. 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 6 12" O.C. STAGGERED. 4x12 (SI IED OPTION ONLY) m' LSTAW - BEAM ,R TO TOP PLATE C xe,51/2 x 16B GL5 — — — ;0 I LSTA36 - HDR t SILL TO 3x BLOCKM . (TYP. 2 PLACES) OPTION - SHED PATIO LSTAW - BEAM TO TOP PLATE 51/2 x 15 GL5 LSTA36 - HDR t SILL TO 3x BLOCKWs (TYP. 2 PLACES) x �m LSTA36 - NDR t SILL TO 3x BLOCKMG. (TYP. 2 PLACES) _ 31/2 x 13B GLB _ _�_LSTAIS - 5EAM TO TOP PLATE MAIN FLOOR A = 1,063 SQ FT �WTS20 - 5EAM TO TOP PLATE al A = 391 SQ FT 011A =592 SQ FT 'a'5�z x 135 GL5 X k� PAxISLVL �Ir ��� 4x12 � (TYP. OF 2 R OOf= 'FIGHT 2024, SERA ENGINEERS ►i W U� a~ U En 11) II III U--14 00 ill ill � Lu j5o I pw m .m M a b a cq 0 cq w rn 0 m 0 cQ cQ T�iESE,y� id JOB 12-021 RATED SHEATHING PER PLAN (3) 8d TO BLOCKING '/2" RATED SHEATHING ad Is KJ" O.C. (4" O.C. 0 SIM.)—\ '/2" RATED SHEATHING Sd s 4" O.C. STAGGERED SHEATHING 8d a 6" O.C. Q w PER PLAN. EXTEND OVER I/� RATED SHEATHING w/ 2x VENTED BLOCKING. NI FRAMING ANCHOR 8d 4" O.C. EDGE NAILING _ @ff EACN TRUSS. USE HIOA-2 @ LL Sd 's 6" O.C. At pBL TRUSS. GABLE END TRUSS. I w 1 ado 4" O.C. W N '/2" RATED SHEATHING N Q 2x BLOC G 6 24" O.C. A35 � 48" O.C. w/ l3) Sd TOE -NAIL t0 MONO TRUSS PER PLAN 2x VENTED BLOCKING. TRUSS PER PLAN pBL 2x TOP PLATE. LAP (USE 24" O.C. At SIM.) SHEATHING NAILING PER PLAN TOP PLATE END NAIL TO TRUSS DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ OR SCHEDULE. SPLICE ON COMMON EACH END w/ (2) Sd. 4'-O" MIN. 4 NAIL w/ 16d s 4" O.C. 16d 6" O.C. STAGGERED. 2x BRACE PER TRUSS SUPPLIER MEMBER OR BLOCKING. pBL 2x TOP PLATE. LAP z/4 STAGGERED. ADD LSTA24 TO OR s 48" O.C. SECURE w/ A34 SPLICE 4'-0" MIN. 4 NAIL SIMPSON LUS24 WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING PER EACH END. ADD 2x STIFFENER w/16d is 6" O.C. STAGGERED. PER PLAN OR SCHEDULE. HANGER SPLICE t0 OCCUR ON COMMON 2x FRAMING PER PLAN. PLAN OR SCHEDULE. SPLICE WHEN LENGTH EXCEEDS 12" TO OCCUR ON COMMON 2x BALLOON FRAMING MEMBER OR BLOCKING MEMBER OR BLOCKING. PER PLAN 2x FRAMING PER PLAN. GABLE END / GIRDER TRUSS co (HEADER's SIM.) w a no 1 T''PICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING 6 GABLE ENE 3 ROOF FRAMING 6 GABLE END - LOWER ROOF FRAMING 6 GABLE ENE a S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = P-0" S2 0 SCALE: I" = P-0" S2 0 SCALE: 1" = I'-0" m o U q 0 16d 16" O.C. SOLE MSTC HOEDOWN 16d 8" O.G. SOLE DBL 2x TOP PLATE � PLATE NAILING. STRAP PER PLAN PLATE NAILING. FLOOR TRUSS PER PLAN a" (3) 16d t0 TRUSS WEB (TYP.) SUBFLOOR PER PLAN _ � pw 0 Cc SUBFEOOR PER PLAN 2x RIBBON NAILER (TYP) SUBFLOOR PER PLAN ' 2" SHEATHING w/ Sd 8d o 4" O.C. HDR PER PLAN. _________________________________ ___ ___________________________ _r i 2x CONTINUOUS RIBBON (3) ad JOIST -TO -TOP ad 4" O.C. 6" O.C. EDGE NAILING. 2x FRAMING w/ (3) PLATE U.N.O. MAINTAIN SHEATHING 4 NAILING (NOT's MANF PANEL) 16d t0 TRUSS WEB MIN. 1112 END DISTANCE. PER PLAN. PANEL EDGES MSTC HOEDOWN TO OCCUR ON COMMON , i r 3x BEOCKfNG. EXTEND b STRAP PER PLAN MEMBER OR BLOCKING. i i 1_O(2) BAYS (24" MINIMUM) cQ TRUSS PER PLAN OR TO CORNER cQ SHEATHING 4 NAILING PER PLAN. j (TYP) rn w SPLICE TO OCCUR ON COMMON I---------------------------------- TRIMMER StUD(S) CID MEMBER OR BLOCKING '/2" SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. CQ FLOOR TRUSS '/2" SHEATHING INFILL BLOCKING 8d tv 6" O.C. EDGE NAILING OR (BEAM At SIM) j w/ ad 9 6" O.C. EDGE NAILING. MANUFACTURED BLOCKING PANEL. KING 5TUD—\ 2x FRAMING PER PLAN. PER PLAN (NOT At MANF. BLOCING PANEL) 16d 6 4" O.C.—/ (BEAM 6 SIM.) 2x DBL TOP PLATE. LAP SPLICE 16d s 4" O.C. 4'-0" MIN. 4 NAIL w/ 16d tv 4° SNEAtNING 4 NAILING PER _/ O.C. STAGGERED. 2x FRAMING PER PLAN. PLAN OR SCHEDULE. ! '/2" RATED SHEATHING 4 LStA SCRAP PER j NAILING PER SCHEDULE. 5 TOPICAL FLOOR FRAMING CONNECTION FLOOR FRAMING CANT. J015T FLOOR FRAMING INTERIOR 5HEAR WALL PLAN (TYP). S2 0 SCALE: 1" = P-0" S2 0 SCALE: 1" = 1'-0" s2.0 SCALE: 1" = P-0" 2x SILL PLATE i Sd 's 6" O.C. 2x BLOCKING __—_-- SHEATHING 4 NAILING PER PLAN. I SPLICE TO OCCUR ON COMMON 2x BLOCKING O.C.16d 8" C. 16d 8" O.C. SOLE i MEMBER OR BLOCKING 16d 8" O.C. SOLE PLATE NAILING. i 3x BLOCKING � 8d 6 4" O.C. PLATE NAILING 16d 's 8" O.C. SOLE (TYP) 2x BLOCKING w/ 16d 9 4" O.C. PLATE NAILING. SUBFLOOR PER PLAN NOTE: S 5HEAR UJALL FORCE TRANSFER DETAIL SUBFLOOR PER PLAN SEE ARCH FOR FLASHING s2.m SCALE: 1" = r-0" 1/2" SHEATHING ad 6 6" O.C. UNO SUBFLOOR PER PLAN REQUIREMENTS. SHEATHING 4 NAILING 2x CONTINUOUS TRUSS PER PLAN PER PLAN OR RIBBON LSTA24 SCRAP SCHEDULE (FAR SIDE) 1(o„ NOTE: 2x TOP PLATE MINIMUM NAIL SHEATHING TO HDR 0 C� SEE ARCH FOR FLASHING FLOOR TRUSS FLOOR TRUSS w/ Sd 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. � �l LUS HANGER BY • + � + ++_-_ ,i (6)16d KING STUD TO 2x BLOCING a LUS HANGER HEADER LU524 HANGER BY HANGER BY TRUSS SUPPLIER BEAM / END TRUSS TRUSS SUPPLIER ' ' ' ' '' TRUSS SUPPLIER BEAM PER PLAN PER PLAN MSTC HOEDOWN PER PLAN BEAM PER PLAN. -- t �� k 2x KING STUD w/ 2x f �I ' ill g FLOOR FRAMING CONNECTION FLU5H SEAM 10 5HEAR WALL FRAMING AT FLU5H REAM II 5HEAR WALL FRAMING AT SEAM FASTEN TOP PLATE TO ;,� CRIPPLE SCUD � HEADER w/ (2) ROWS 52.0 SCALE: 1" = 1'-0" s2.0 SCALE: 1" = P-0" s2 0 SCALE: 1" = P-0" '' � 1" 16d At 3" O.C. .I .j 4x BLOCKING 6 MIDDLE vz '" ''' 24" IF REQUIRED./ 10'-0" MAX. ''r_:-:;-:; .. 16d 6 IV' O.C. SOLE (8'-0" a SIM) • �' -' -' -'- 2x BLOCKING w/ (3) Sd 2x STUD PER PLAN. USE MINIMUM TOE -NAIL TO 4x BEAM 4 PLATE NAILING. i+I 8d 6 O.C. (2) 2x STUD ENDS OF SHEAR 2x STUD PER PLAN. USE pBL '- 1/2" RATED SHEATHING (24/0 EXP 1). (2) 8d TO JOISTS. WALLS 4 HOEDOWNS. SEE SHEAR 3/4" SHEATHING STUD AT END OF SHEAR WALLS i NAIL w/ (2) ROWS 8d s 3" O.C. At SUBFLOOR PER PLAN WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"xl/4" 4 HOLDOWNS. SEE SHEAR WALL (2) 2x CRIPPLE �:; PANEL EDGES. JOIST PER PLAN WASHER SEE SCHEDULE FOR SCHEDULE FOR 3x STUDS. STUDS. , i. SHEATHING 4 NAILING PER SHEATHING 4 NAILING PER 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. UN.O. 4" SLAB ON G 0 I :I SHT'G TO EA PLATE) 2x4 GUSSET EA (NOT A METAL CAP) OR BLOCKING. 2x Pt SILL L B GRADE OVER SIDE w/ (8)16d MIN. 6 MIL VAPOR BARRIER TOP OF STEM WALL (ALT. METAL CAP) *4 AR - NORIZ. ELEV. VARIES + )THES 6" MIN. (NOT S.O.G.) !!1 FINISH GRADE OR a �° j II II j SAS 4x4 Pt POST FINISH GRADE 12" MAX. i , SLAB ON GRADE 2x Pt SILL' (4x6 At SPLICE) (S.O:Cx. SIM.) STND HOEDOWN PER PLAN. ��_ 2x Pt SILL w/ ANCHOR BOLL STHD14 HOEDOWN UNO. S� ++ + *4 BAR G 24" O.C. - VERT. STHD HOEDOWN a 4 3" x 3" x 1i4 WASHER PER (2) g"� ANCHOR BOLL w/ MIN. MAB ANCHOR „ ER PLAN a 7 EMBEDMENT 4 3" x 3" x 1/4" IS � PLAN OR SCHEDULE. USE � GALVANIZED IE WASHER (ALT. A34 ANCHOR 1'-6" MIN MIN. TWO SIDES) MIN. a a 5�s"� � 6O" O.C. MIN. 12" 4'-0" MAX. 04 BAR CONTINUOUS , FOUNDATION PER PLAN. MIN. oVAL "4 !BAR t1 24" O.C. - VERTICAL MIN. 8" THICK STEM WALL w/ FtG PER PLAN D ° ° 8" D 8 O - °D ® O +�4 A t "4 BAR HORf Z. TOP 4 BOTTOM. ° BAR CON . FINISH GRADE D 8° S" (TYP.) s2 0 WALE: FRAME PANEL 1'-4" 1'-4" 5 _ o 13 FLOOR FRAMING AT CRAWL SPACE 14 FOUNDATION AT CRAWL SPACE 15 FOUNDATION AT 5LA5 ON GRAPE s o SCALE: 1" 2 1'-0" 5 o SCALE: 1" 2 1'-0" s20 SCALE: 1" 2 1'-0" CCFYFIGHT 2024, SEGA ENGINEERS JOS 12 -021 2x STUDS. USE MINIMUM (2) STUD AT HDU HOLDOWN. 16d a 16" O.C. SOLE STEM WALL ~ 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) ad JOIST -TO -TOP + + HDU5 HOLDOWN PER PLAN. ° a r 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 ( Lu 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 SHEATHING 4 NAILING PER ITH AN EPDXY ADHESIVE. 3 A35 FRAMING ANCHOR /4 SHEATHING (40/20) PLAN. SPLICE TO OCCUR ON 2x Pt SILL w/ 5/8"O ANCHOR COMMMON MEMBER OR I � ADD #4 J BAR FOR BOLL PER PLAN OR SCHEDULE BLOCKING 2 x 6 STUDS 16" O.C. USE I a �� STEPS EXCEEDING 21 . (MAXIMUM 32" O.C.) DBL SCUD ENDS OF ° a -�j 2 S.O:G. PER PLAN SHEAR WALLS 4 HOLDOWNS. 6'-011 $"- — - — - — -- - MAX. (GRADE 6 SIM.) I�f JOIST PER PLAN OR (2) 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/ (S) Sd TO SUBFLOOR PER PLAN. MATCH WALL 2x Pt SILL w/ 5/8"� ANCHOR 1'-0" #4 BAR f 10" O.C. I AT 5 -0 O.C. UN.O. 1 CONTINUOUS FtG. a HORIZONTAL ABOVE UN.O. (ALT. MASA 48" O.C.) EXIST. CONCR BOLL 4 3 x 3 x i4 GALV. REINFORCEMENT MINIMUM •� o 4,,, (2) #4 BAR TOP FOUNDATION WASHER w a 1 STHD TYPE HOEDOWN 3 RETROFIT HOLDOWN Q FOUNDATION STEPPE PER PLAN. STEPPED FOOTING DETAIL •p p i - 82.1 SCALE: 1" = 1'-0" 82.1 SCALE: 1" = 1'-0" 04 BAR VERTICAL I H #4 BAR 9 10" O.C. - HORIZ. H 10" O.C. m H = S' (36" MAX) 12" O.C. 4 H = 6' FINISH GRADE #4 MBAR 6 16" O.C. - VERt. o 04 VERTICAL BAR FTG 6 -0 FINISH GRADE t0 MATCH A MAX. I d ' �co co 44 FTG DRAIN 18" co MIN # H `� 4 BAR CONTINUOUS S" %��i� o ' d a o (TYP OF 2) (18 MIND E311cq D - D •d all04 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 S�II 52,1 COPYRIGHT 2021, SEG,4 ENGINEERS JOB 12 -021