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Building Plans; < 5 OR MORE ; ; B b UPPER LOOR PLAN 1/4"=1'-0" COPYRIGHT 2018 Landmark Design Inc. ALL RIGHTS RESERVED 1 �n 1 cv LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (R3113.1) 2X STUD WALL / CONC WALL 2-1/4' 0 X 5' LAG SCREWS • STUD WALL 2-3/5' 0 X 5' BOLTS W/ SIMPSON VGC ADHESIVE * CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER E LOWER ONE-THIRD OF THE APPL. E A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO GWB o BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED e CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER : LOWER ONE-THIRD OF THE APPL. E A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR WATER HEATER SUPPORT NO SCALE COVERED PATIO GONG. 8/0x6/OXOX Q FULL GLS S.G. 1_4 I I GREAT ROOM 9' CLG. DIRECT VENT NATURAL GAS �- METAL FIREPLACE INSTAL PER MFR SPECS. PROVIDE V SQ IN. OUTSIDE AIR 1 :d UNDER STAIR PROTECTION PER R3021 %(ng66� 18C/A , �iIII 8 HIGHIPP 4'_2 010 12 O a T � TA 40<,1,1 r ti O N IL eA AM F- --j v►-civil Iaw1 I 001 I I�I PE SIN 50 E PlNnR. ® 9' CLG. FX g 14'-0' 6 VINING 9' CLG. KITCHEN 9' CLG. L�1111 ------ ------------------- lob' MIN. SOLID CORE jqI SELF CLOSING DOOR WOOD,STEEL VEHICLE OR 20 MIN. RATED BARRIER XO Rt0 W/ABOVE O 100 F FM O VTOS PTz o0 HWH T � DR. H �- e W HEAT DETECTOR INTERCONNECTED PER 31423 2 CAR 6AR.A6E USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CE IL INGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 16/0 x 8/0 O.H. DOOR 16'-3' R.O. 2'-0' 2'-0' �vIA I N L00 #.AN /4n=1i-On MAIN PLOOR: UPPER FLOOR: TOTAL: GARA6r= : PORCH (PRONT): PORCH (REAR) : 1�02 50. PT. 1151 S0. PT. 2055 50. PT. 5"72 50. PT. "t-4 50. r-T. C15 50. PT. WHOLE HOUSE VENTILATION - *REFER TO SHEET N-2 TABLE 1505A30) t 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. BLUE 16 AWG TRACER WIRE REQUIRED AT NON- METAL WATER SERVICE PIPING PER UPC 604.9 UTILITY ROOM NOTES/MAKE UP AI PER IRC G2439 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION PER G2439.71B. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS PER G243c3B. E ::i = 100 SQ INCH TRANSFER GRILL GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2O18 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOUTER WALLS TO BE WATERPROOF TO MINIMUM -12' ABOVE DRAIN. 6. SWOWERI-IEADS d KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G-PM. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO 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 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 ALAF2!MS 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 2018 IRC t WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403B3. 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 R303B2. 14. GAS PIPING IS TO BE PROTECTED PER G24151. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER. WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC d CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATWERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 WR TIMER, READILY ACCESSIBLE d WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 1-1. 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 2018 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) (`�i��C�3��'i�li �►�r�7i��(�ii`.IS�C��.��`� � �� ■ice INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING 18 PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303Z 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. z T� M 00 as A !2 °U z ♦♦♦ E yN E00 U ON A gym oo 0 yoo ,` z'o 00 xh Nti 0 �a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2M-2033-2R Date: 10-30-23 2 R302.12.1 MATERIALS. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2' GYPSUM BOARD, 3/8' WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SF. SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB 9 CEILING TRUSS EDGE VIEW [H�r-l`i11111 # Er4 M A TRUSS EDGE VIEW a GARAGE WALL TRUSS TOP VIEW a GARAGE WALL SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN GWB a CEILING SUB -FLOOR PER PLAN FLOOR TRUSS PER PLAN LATERAL BLOCKING PANELS w/ DRAFTSTOPPING GWB a CEILING FLOOR TRUSS PER PLAN GARAGE WALL BELOW LATERAL BLOCKING PANELS w/ DRAFTSTOPPING SCALE: 1/2' 1'-0' 1;)RAF757OPP I NG :�EiA I L 8 LSTA36 - HDR 4 SILL S2 0 TO 3x BLOCKING. (TYP. 2 PLACES) LSTA30 - BEAM TO 10 TOP PLATE 52.0 51i, k 131i�L8 77 5 52.0 4X12 - • SIC 1 I „ 1 111�11 mill, -I - • I • • I Ir, I • I " I • • II I • � I I' I I,I 1/411= I 1-011 FONT. DBL. TOP PLATE i-10 KI&ID INSULATION SHADED AREA) 4X HEADER KIN& STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/ Sd NAILS 6 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL HEADERS TO BE 48 DF M2 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE IN LATED W/ R-10 RIGID INSULATION 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. a MSTC 40 STRAPS PER STRUCTURAL UNLESS NOTED OTHERWISE 6. aA REFER TO SHEAR WALL SCHED. R (TYP. OF 2) 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 8' GONG. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. (6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. i. PROVIDE MINIMUM I8'-24' CRAWL ACCESS. CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDII 8. PROVIDE CRAWL SPACE VENTILATION PER IRC. FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF FLOOR INSULATION g. 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 APPROVED MEMBRANE 11. 4 INDICATES 'SIMPSON' HOLDDOWN 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING. BHT S 1.0 6x6 P W/ PE ON 36 B m 4x, W/ ON CO W/2 -4 FOUN:DA71ONFL-AN 1 /4 11 = 1 1-011 STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STWr->/RJ IS APPROPRIATE. COPYRIGHT 2018 Landmark Design Inc. ALL RIGWTS RESERVED MIN. 2' AIR SPACE 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB "4 BARS INTO GONG. SLAB a 16' O.G. USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D S02/300 = 3.01 SQ. FT PROVIDE SCREENED VENTS FOR VENTILATION 5 VENTS IREQID Z °0 r--1 a M 0 a °y z ♦♦♦ E yN E � SON A "4' y z g 00 yn CA z00 N rt O.. �x a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2033-2R Date: 10-30-23 J ROOF VENTILATION CALCULATIONS 4 REQUIREMENT& 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. R806.3 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1-INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS ROOF FRAMING PLAN I/411= 11-0u :ONT. DBL. TOP PLATE ?-10 RIGID INSULATION SHADED AREA) 4X HEADER KING STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION nETAIL NTS ROOF FRAMING NOTES: I. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS t WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.10.3 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x3O' PER IRC SEC. R -11. •ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R606. ALL FRAMING TO COMPLY WITH IRC SEC R802. 6. QA 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 ROOF OVERFRAME NOTES: IRC SEC R802.3 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED d LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. z v A �W ♦♦♦ E Well E o0 � OWN A gym o 4o M h ♦ 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-2033-2R Date: 10-30-23 �I v ROOF VENTILATION CALCULATIONS 4 REQUIREMENT& 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. R806.3 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1-INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS ROOF FRAMING PLAN I/411= 11-0u :ONT. DBL. TOP PLATE ?-10 RIGID INSULATION SHADED AREA) 4X HEADER KING STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION nETAIL NTS ROOF FRAMING NOTES: I. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS t WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.10.3 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x3O' PER IRC SEC. R -11. •ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R606. ALL FRAMING TO COMPLY WITH IRC SEC R802. 6. QA 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 ROOF OVERFRAME NOTES: IRC SEC R802.3 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED d LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. z v A �W ♦♦♦ E Well E o0 � OWN A gym o 4o M h ♦ N N O �a EE 1� 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2M-2033-2R Date: 10-30-23 4,01 uFFER f�`LooR ELECTRICAL 1/4"=1'-O" MAIN FLOOR ELECTRICAL 1/4"=1'-O" INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 I INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303B IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) E LIGHT COMBO SMOKE ALARM - CARBON MONO. DET, o 110 V W/ BATTERY C BACKUP GABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS HEAT DETECTOR INTERCONNECTED PER 31423 (GARAGE) EV CHARGER (ELECTRIC VEHICLE) ONE PER DWELLING PER SEC R335 IRC SMOKE DETECTOR 110 VOLT PER 314-3 -0—UC T 4 o H AIEEV 110V 0° S.D. z v A �W ♦♦♦ E yN E o0 � OWN A gy.08 M h ♦ 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-2033-2R Date: 10-30-23 z STAIR NOTES' HANDRAILS WILL BE RETURNED PER IRC R311.1 OR SHALL TERMINATE IN NEWEL POST SOLID TIGHT FITTING TRUSS BLOCKING MIN. 6x6 PT POST OR SAFETY TERMINALS PER IRC R311.1.82 (SEE DETAIL THIS SHEET FOR EAVE • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND HANDRAIL TO BE PRESENT ON VENTING) BOTTOM' • ALL USABLE SPACE UNDER STAIRS TO BE I HOUR 4' ' SHALL WAANDGON AT RIPSPORTION OF HANDRT ONE SIDE OF: AILS 2x8 FASCIA BOARD 2x8 CONSTRUCTION. NOT PASS THROUGI-I SHALL HAVE CIRCULAR CROSS SECTION OF 11/4' MIN. 4 V MAX. EDGES SHALL HAVE �nnnnMAXIMUM RISE TO BE 1-3/4 . A MIN. RADIUS OF t16'. • MINIMUM RN TO BE 101. .4 G. ALL REQUIRED GUARDRAILS TO BE 36' • MINIMUM HEAD HEIGHT TO BE V-8'. MIN. IN HEIGHT. BARGE BOARD • MINIMUM STAIR WIDTH TO BE 36'. OPENINGS FOR REQUIRED GUARDS ON END ASSALLOW x6' LP® FLAMEBLOCK® FIRE -RATED • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF THE SIDES OF STAIR TREADS SHALL NOT )f6' LPG FLAMEBLOCKO FIRE -RATED OSB SHEATHING TREAD NOSING AND MUST EXTEND BEYOND BOTTOM ALLOW A SFI$RE 4 INCHES (102mm) TO PASS t1 olxsH. 2x6 02 OF STUDS m 16' O.C. OSB SHEATHING W/ISmm PYROTITE 5/6" DEN58LASS SHEATHING a/ ' OR a TYPE X GWB SHEATHING TREAD. PER R312.13 ATTACH STUDS TO TOP < BOTTOM PLATE WITH LAMINATE APPLIED TO ONLY ONE FACE PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED x 3/4' MIN.-11/4' MAX (3) 16d FRAMING NAILS. OF WOOD PANEL. SHEATHING MUST BE g/8" 6►"B Or - WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES d CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED VERTICALLY W/HORIZONTAL SIDING OR TRIM PER PLAN MIN. 36' HIGH W/ CLEAR SPACE PER R312.1.1 AND R312.12 HANDGRIP PORTION OF HANDRAIL SHALL BE co INSTALLED HORIZ. AT THE TOP OF THE GYPSUM JOINTS BLOCKED 4 W/PYROTITE NAILER OW OSHEATHINS NOT LESS 1 1/4' NOR MORE THAN 2' IN WALL ASSEMBLY AND THE BOTTOM PLATE OF LAMINATE FACING THE OUTSIDE MUST CROSS SECTIONAL DIM. 2' A SINGLE STUD. INSTALL 2x6 WOOD STUDS BE ATTACHED TO THE STUDS W/Ills' 6d NO SCALE WINDING TREADS HORIZ. AS GROSS -BRACING POSITIONED AT COMMON NAILS SPACED 6' O.G. AROUND '1�16" LP PLAMEBLOGIG POST DETAIL FOR STRUCTURES PER IRC R311,1B21 MID -HEIGHT OF THE WALL. PERIMETER 4 12' O.0 IN THE FIELD. LESS THAN 5' • SPIRAL STAIRS tm' MIN.6' SPHERE UNABLE FROM PROPERTY LINE PROVIDE MIN 1 1/2' RN a A POINT 12' TO PASS THROUGH OPENING 5112' THICK NOMINAL 3 PCF DENSITY 5/8 bv45 FROM WHERE TREAD IS NARROWEST law BELOW STAIR INSTALL V2' GM • CEILING, AND WALLS UNFACED MINERAL FIBER BATT s1a1NG ` 1 IN 3(" PER IRC R311'1'10'1 INSULATION FRICTION FIT BETWEEN THE AF50 ROOF VENTS (3) 2X12 STRMCsERB g�a WOOD STUDS, CROSS -BRACING 4 2xb HALL STD (50 50. IN. NET FREE AREA) / / FIRE BLOCKING a MID -SPAN AND TYPE X GWB APPLIED VERTICALLY TOP/BOTTOM PLATES. N STUD WALLS ALONCs AND N LINE W/ HORIZONTAL JOINTS BLOCKED AND J CONT. HANDRAIL 34'-38' ,� / WITH STRINGERS IF AREA WDER FASTENED W/6d CEMENT COALED l�s' A130VE TREAD NOSING. / 2x4 THRUST BLOCK STAIRS IS IIINFNISHED CUP -HEAD DRYWALL NAILS W/.0515' WEATHER BARRIER FASTENED OVER THE GABLE END r-I REWALL PETAL SOLID TIGHT FITTING TRUSS BLOCKING PICKETS OPEN SIDE INTERIOR SHANK DIA. 4 1/4' HEAD DIA. SPACED 8' SHEATHING USING SUFFICIENT FASTENERS LESS THAN 'S' TO THE PROPERTY LINE , O.C. ALONG STUDS 4 PLATES. EXPOSED TO PREVENT AIR POCKETS IN THE WRAP / DECK FASTENER HEADS AND WALLBOARD 1' F'T RISERS � JOISTS PER PLAN JOINTS MUST BE TREATED W/(2) COATS 2x8 FASCIA BOARD OF GYPSUM COMPOUND. A MIN. 2' PAPER, EXTERIOR WALL COVERING: DBL JST PLASTIC OR FIBERGLASS CAPE MUST BE 1. FIBER CEMENT BOARD 2x STUDS PER PLAN P.T. 2XI2 EDDED IN FIRST LAYER OF 2. T1-11 SIDING Hu212 HU21MTL COBMPO ND OVER WALLBOARD JOINTS. 3. WOOD FIBER PANEL X6 SHEATHING TTo SYRINGE HANGERS 4. CEMENT PLASTER (STUCCO) AT EA. STRINGER 5. STEEL SIDING EXTERIOR WALL COVERING 3-2x12 P.T. STRINGERS PER PLAN 36'X36' MIN. EXTERIOR LANDING CON( PAD DESIGN: NCC-ES REPORT - ESR-1365) WALL TYPE 43.4 - 1 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 E TABLE R302.1 PER IRC 302 4 TABLE R302.1 NO SCALE H I HOUR �1RE-RE515TIVE DETAIL5 J TYPICAL STAIR DETAIL AND NOTES FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.11 • R302.12 I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR At SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. 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. 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 4090, BORING 6090. - HOLES NO CLOSER THAN 5/6 INCH t0 FACE OF STUD. TYPICAL (2)2x6 TO1 2x6 STUD 2x6 BOTT 1/2' SHT'G AIR BARD EXTERIOP R-21 INSUL VAPOR B (WARI`1 511 1/2' GYP. 4' DIA. PE4-. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC 5 U I L D I II � 5 C T I O Ij� � z ,n H� COD j Go g w 3 •:•71 �♦� E ® M U �N Z o yn A M h N ♦ O eja 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-2033-2R Date: 10-30-23 3/S II = I I_O II Ltl GENEAL 5TfRUCTUfRAL NOTES V STEM WALL ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) 60 PSF (DECKS) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, Kz, = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Ss = 15 - IBC FIGURE 161330) Sos = 1.0, 1e = 1.0, R=6B 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, 2018 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM Pc = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER S4 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/251. t1.5% 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 0/2" (05 AND SMALLER) 2" (Vo AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 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 (o" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 UN.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD AIS0.1, 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 112" 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-461 OR CCMC REPORT No. 086154R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d a 8" O.C. SHEAR WALL& ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF Sd 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 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 s 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 UN.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY '/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2016 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SHEAR WALL SCHEDULE MAR< MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) lie" CDX Sd 6" O.C. 5i811 60" O.C. Qa II = 230 PLF [A - OR 055 1/211 CDX Sd 6 4" O.C. 5i8" 32" O.C. Qa l l = 350 PLF OR 055 C 1'/211 CDX 8d Is 3" O.C. NO 11 's 1(0" O.C. Qa I I = 450 PLF OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES STAGGER NAILS R - SEE DETAIL 12 / 62.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" D11 ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT Tl-II 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 ZING -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR [CC 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 1211 NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH AF4PA SDPWS TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. LSTA30 - BEAM TO TOP PLATE 512x135GL5 x S GLB I� LSTA36 - HDR 4 SILL TO 3x 13LOCKMG. (TYP. 2 PLACES) 31/2 x 15 GLB _ 00 - BEAM TOP PLATE MAIN FLOOR A = 902 SQ FT A = 313 SQ FT 63/4 X 18 GLB _ x 135 GLB (TYP. OF 2 a a 9� 4 ° 2'-m" a 16 AD�)44 AR FOR 4 STEEDING 2'. ° all ° M AX. I MAX. CONTINUOUS FTG__/ MINIMUM REINFORCEMENT STEPPED FOOTING DETAIL SIB SCALE: 34" - 1'-0' MSTC40 HOLDOWN. ALIGN WITH EMBEDDED STND TYPE HOLDOWN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE UN.O. FINISH GRADE Ibd a 16" OL. SOLE PLATE NAILING. /_3/4" 6115LOOR (3) 8d JOIST -TO -TOP PLATE UNA. MAINTAIN 4fMIK 11/2" END DISTANCE. 2 x 6 STUD a 16" O.C. USE -DBL STUD a ENDS OF SHEAR WALLS 4 HOLDOWNS. 2x PT SILL w/ 5/&" #ANCHOR M _BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" O.C. UND. (ALT. MASA is 48" OL) _STND TYPE HOLDOWN PER PLAN. 04 BAR * 10" OL. - HORIZ H (36" MA +4LBAR * Ib" 0L. - PERT. FINISH GRADE 04 BAR CONTINUOUS (IS" MIN ) (TYP OF 2) �D D d 0 D � i2_'� CRIPPLE WALL WITIH BACKFILL FOUNDATION �2160 SCALE: 34" ■ I'-0" COPYRIGHT 2023, SEGA ENGINEERS w mw Z N O wuiw U � � cn Ll d) W U� �o I aw 0 0 0 .m M a� v a b a cq 0 cq w rn 0 m 0 cQ cQ Upas id J JOB 10-062 1/2" RATED SHEATHING ad Is 6" O.C. (4" O.C. a SIM.)i� EXTERIOR SHEATHING PER 1�2" RATED SHEATHING w/ NOTE: PLAN OR SCHEDULE ad a 4" O.C. TO FRAMING TRUSS TO DEVELOP = STAGGERED SHEATHING II CAPACITY OF CONNECTOR N Lu PER PLAN. EXTEND OVER H1 FRAMING ANCHOR Sd a 4 O.C. TRUSS PER PLAN N 2x VENTED BLOCKING. EACH TRUSS. USE H10A-2 6� O At DBE TRUSS. GABLE END TRUSS. I 2x BLOCKING w/ 16d a S" O.C. 2x BLOCKING w/ (2) ad DBL 2x TOP PLATE. 1L ad 6" O.C. TO STUD EACH END (BEAM At SIM.) -1 W w RATED SHEATHING U q Ci � A35 9 48" O.C. RAFTER OR TRUSS PER PLAN DBL 2x TOP PLATE. LAP (USE 24" O.C. AT SIM.) w/ (2) ad TO 2x BLOCKING 2x VENTED BLOCKING. TRUSS PER PLAN CONNECTOR STRAP END NAIL t0 TRUSS � DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER 4'-0" MIN. NAIL w/ 1LA P 4" O.G. 16d G 6" O.C. STAGGERED. OR � 46" O.C. SECURE w/ 2x STUD PER PLAN PER PLAN. EACH END w/ (2) ad, A34 EACH END. NOTE: )7t STAGGERED. ADD LSTA24 TO NOTE: INSTALL CONNECTOR PRIOR WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING i�xl SEE ARCH FOR FLASHING PER PLAN OR SCHEDULE. PER PLAN OR SHEAR FRAMING PER PLAN. REQUIREMENTS. 2x STUD (NOT m SIM)TO PLACING COMMON TRUSSES SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (EADER SIM.) o MEMBER OR BLOCKING � w .01 w a en 1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING 'a G,45LE END 3 LOWER ROOF FRAMING e SHEAR WALL 4 DRAG STRUT CONNECTION S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = I'-0" 52.0 SCALE: I" = 1'-0" S2 0 SCALE: 1" = I'-0" b o U q 16d IV' O.C. SOLE MSTC HOEDOWN 1(od tv all O.C. SOLE DBL 2x TOP PLATE v o PLATE NAILING. STRAP PER PLAN PLATE NAILING. FLOOR TRUSS PER PLAN a" I (3)16d TO TRUSS WEB (TYP.) SUBFLOOR PER PLAN ,� SUBFLOOR PER PLAN 2x RIBBON NAILER (TYP) SUBFLOOR PER PLAN 1'/2" SHEATHING w/ ad ad tv 4" O.C. NDR PER PLAN.________________________i_T__________________TT_____ 1.4 o bt (3) ad JOIST -TO -TOP ad a 4 6 O.C. 6 O.C. EDGE NAILING. 2x FRAMING w/ (3) 2x CONTINUOUS RIBBON j M PLATE U.N.O. MAINTAIN SHEATHING 4 NAILING (NOT ,@ MANF PANEL) 16d TO TRUSS WEB -- MIN. 11/2 END DISTANCE. PER PLAN. PANEL EDGES ________ MSTC HOEDOWN TO OCCUR ON COMMON W STRAP PER PLAN—\, MEMBER OR BLOCKING. I b I 3x BLOCKING. EXTEND TRUSS PER PLAN l2) BAYS l24" MINIMUM) cQ a j ! OR TO CORNER cq SHEATHING 4 NAILING PER PLAN, j j j' (TYP) SPLICE TO OCCUR ON COMMON -�-- TRIMMER STUD(S) 1---------------------------- MEMBER OR BLOCKING j W w 1i2" SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. ccQ Q 1/2" SHEATHING INFILL BLOCKING ad tv 6" O.C. EDGE NAILING OR (BEAM AT SIM) j FLOOR TRUSS w/ ad a 6" O.G. EDGE NAILING. MANUFACTURED BLOCKING PANEL. KING STUD PER PLAN (NOT At MANF. BLOCING PANEL) 16d 4" O.C. 2x FRAMING PER PLAN. 2x DBL TOP PLATE. LAP SPLICE 16d 4" O.C.j (BEAM SIM.) SHEATHING 4 NAILING PER 4'-0" MIN. 4 NAIL w/ 16d � 4" i O.C. STAGGERED. 2x FRAMING PER PLAN. PLAN OR SCHEDULE. ! 1/2" RATED SHEATHING 4 NAILING PER SCHEDULE. LSTA STRAP PER j 5 TYPICAL FLOOR FRAMING CONNECTION FLOOR FRAMING 6 GANT. J015T FLOOR FRAMING Q INTERIOR 5HEAR WALL PLAN (TYP). 52.0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" 52.0 SCALE: 1" = I'-0" I j 2x SILL PLATE 1'/2ad 6" O.C. " RATED SHEATHING 2x BLOCKING w/ (3) ad ' � 16d 4" O.C. SOLE TOE -NAIL TO 4x BEAM 4 ' l; NAILING PER PLAN. PLATE NAILING. 'i2" RATED SHEATHING 16d S" O.C. SOLE SUBFLOOR PER PLAN (2) ad TO JOISTS. j 2x CONTINUOUS 4 NAILING PER PLAN. PLATE NAILING. 3x BLOCKING RIBBON SUBFLOOR PER PLAN JOIST PER PLAN (TYP) 2x CONTINUOUS SUBFLOOR PER PLAN TRUSS PER PLAN RIBBON 2x4 w/ (S)16d AT 8 5HEAR WALL FORCE TRANSFER DETAIL 2x4 GUSSET EA BEAM PLICE. s2 0 SCALE: I" = 1'-0" SIDE w/ (S) 16dT (NOT A METAL CAP) HANGER BY TRUSS (ALT. METAL CAP) SUPPLIER 4x4 Pt POST L5TA24 STRAP (4x6 AT SPLICE) (FAR SIDE) „ + 16 MAB ANCHOR 15�� 2x TOP PLATE MINIMUM NAIL SHEATHING TO HDR Cl� FLOOR TRUSS PER PLAN (ALT. A34 ANCHOR w/ ad tv 3" O.C. EACH WAY. � A TWO SIDES) MIN. NDR PER PLAN. EXTEND 2x BLOCKING G MONO -TRUSS FLOOR TRUSS PER PLAN 12�� OVER PANEL TO KING STUD. FTG PER PLAN D MIN. . • HEADER KING SCUD TO MSTC HOEDOWN D i> ° ' ' ' .. PER PLAN BEAM PER PLAN. BEAM PER PLAN. FINISH GRADE p � ' �-�--� j j:j 2x KING STUD w/ 2x FASTEN TOP PLATE TO i CRIPPLE STUD 9 5HEAR WALL FRAMING AT NAM 10 5HEAR WALL FRAMING ,AT BEAM 11 FLOOR FRAMING ,AT CRAWL 5P,ACE HEADER w/ (2) ROWS 'i +10 s2.0 SCALE: I _ I 0 8 o SCALE: I - I 0 16d AT 3" O.C. — :4x BLOCKING 'S MIDDLE S2 0 SCALE: I" - 1'-0" - - 24" IF REQUIRED./ 10'-0" MAX. 6d o 16" O.G. SOLE 2x STUD PER PLAN. USE MINIMUM PLATE NAILING. l8 -0 SIM) .j.� .j 2x STUD PER PLAN. USE DBL (2) 2x STUD G ENDS OF SHEAR :'.j �i 1/2" RATED SHEATHING (24/0 EXP 1). STUD At END OF SHEAR WALLS WALLS 4 HOLDOWNS. SEE SHEAR 3�4" SHEATHING .I:! : NAIL w/ (2) ROWS ad 3" O.C. At 4 HOEDOWNS. SEE SHEAR WALL WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x1/4" (2) 2x CRIPPLE ,j PANEL EDGES. SCHEDULE FOR 3x STUDS. WASHER SEE SCHEDULE FOR STUDS. ;.j SHEATHING NAILING PER SHEATHING 4 NAILING PER .�.i i.; SIZE 4 SPACING.USE NVO At PLAN OR SCHEDULE PLAN. SPLICE TO OCCUR �+ �� l2) 2x PLATE. (NAIL ON COMMON MEMBER 60" O.C. UN.O. +j+ !� SHT'G TO EA PLATE) 4" SLAB ON GRADE OVER OR BLOCKING. 2x Pt SILL •j� �• MIN. 6 MIL VAPOR BARRIER TOP OF STEM WALL :I -=- *4 AR - HORIZ. FINISH GRADE OR xie 6" MIN. (NOT S.O.) !j ELEY. VARIES j ,i + N,'�1 PA, 1-t", 1� SLAB ON GRADE j a FINISH GRADE 12" MAX• ! STHD HOEDOWN PER PLAN. j 2x Pt SILL"�'� STHD HOEDOWN-t 2x PT SILL 1w/ ANCHOR BOLT (S.O:G. SIM.) i # StHDl4 HOEDOWN UNO. 8 m ANCHOR BOLT w/ MIN. 4 3 x 3 x 4 WASHER PER 4 1 BAR 24 O.C. - VERT. l2) 5, PER PLAN a I 'I\_7 EMBEDMENT 4 3" x 3" x 144" -(Oil PLAN OR SCHEDULE. USE GALVANIZED 1E WASHER MIN. � 5/8°0 � 60" O.C. MIN. I -6 MIN a 4'-0" MAX. *4 BAR CONTINUOUS MINNS A MOCK S STEM WALL w/ R PLAN. a _ *4 MBAR 24" O.C. -VERTICAL $�� Q D '� 4 O 4 BAR HORIZ. TOP BOTTOM. #4 A CONT. O BAR 12 PORTAL FRAME PANEL La (TYP.) S° S2 0 SCALE: NONE 1'-4" 1'-4" 52,VLOI 13 FOUNDATION AT 5LA5 ON GRADE 14 FOUNDATION AT CRAWL 5PACE 8 o SCALE: I" = I'-0" 8 o SCALE: I" = I'-0" GOPYRIGHT 2021, 5EGA ENGINEERS JOB 10-082