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Building Plans; < 5 OR MORE 4' 0 SCHED. 40 STL. I 4-3/8'X3' ANCHOR BC (SIMPSON TITAN HD G 4' CONCRETE SLAB 60 L — — — — — 18'x18'x6' SIDE VIE UI CONCRETE FOOTING STHO0 BOLTS TITAN Q) 8� 0 3/16 a0 {t1/2'X5'X8' 0 31. TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL 1'-4',10'-0' 28'-8j' L 4x4 Pt POST W/ PB BASE ON 24'x24'x12" W/ 11 BLOCKOUT 52 0 FOR DR. AS REQUIRED 9 TYP OF 2 I * 2101 0 0 r-OUNDATION FLAN. 1/4"=1'-O" USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE t0 BE PRESSURE TREATED. 3. ALL POSTS t0 BE ANCHORED AGAINST LATERAL MOVEMENT. 4. SOLID BLOCK At ALL POINT LOADS FROM ABOVE. 5. PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 6. INDICATES 'SIMPSON' HOLDDOWN. -1. SEE SHEARWALL SCHEDULE FOR aA ANCHOR BOLT SIZE # SPACING (SHT 51.0). z T� c) V + I I + + COO.) x� w w_ I I + + + + .;. Z_ + + + * 4 BARS 0 E00 1- 18' O.G. R-10 RIGID INS. 00 a0 A �j z gyN z a 24' AT PERIM. tonN —— N t UNDER ENTIRE 1— SLAB 4' CONC. SLAB W/ *4 REBAR Q 18' O.G. E.W. W/ 6 MIL. VAPOR j_ BARRIER OVER COMPACT SAND AND — — + - GRAVEL BASE — + - 28' 16'x12' CONT. I I I I I I I I IF STR W/ 2-04 ARS CONTINUOUS A 2 +A + I `" BLOCK-OUT FOR 3/0 DR -� _ � 9 MIN. � gLOGK T - M _ _ 36X36 _ FOR DR. S GONG. REQUIRE STOOP 14'-3' 5'- —4- 3'-8' — — tt 4' CONC. SLAB W/ *4 — — — — REBAR 's 18' O.C. E.W. OVER COMPACT SAND 16'x12' CONT. AND GRAVEL BASE � — — FTG. 13 SLOPE 3 TO DO �,� W/RI 4STP 52 0 ; CONTINUOUS N -r — — R-10 RIGID INS. — — 6' 24' AT PERIM. — — 2A 4 UNDER ENTIRE — — SLAB 13 � 20 LL `"I v Q� Q� J,60' TALL FOR ENTRY 16/3 R.O. FOR 16/0 DR TYP OF 2 I * 2101 0 0 r-OUNDATION FLAN. 1/4"=1'-O" USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE t0 BE PRESSURE TREATED. 3. ALL POSTS t0 BE ANCHORED AGAINST LATERAL MOVEMENT. 4. SOLID BLOCK At ALL POINT LOADS FROM ABOVE. 5. PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 6. INDICATES 'SIMPSON' HOLDDOWN. -1. SEE SHEARWALL SCHEDULE FOR aA ANCHOR BOLT SIZE # SPACING (SHT 51.0). z T� c) V 3 COO.) x� w w_ .;. Z_ A 0 E00 V] N 00 a0 A �j z gyN z a tonN 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: LS2-2394-2L F_ Date: �-18-23 1 4' 0 SCHED. 40 STL. I 4-3/8'X3' ANCHOR BC (SIMPSON TITAN HD C 4' CONCRETE SLAB IH 60 L — — — — — 18'x18'x6' SIDE VIE UI CONCRETE FOOTING STHO0 REIN(IMPON4OQ) 8� 0 3/16 a0 {t 1/2' X S' X 8' 0 1' TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL 0 A 11'-4', 10'-0' 28'-8j' LJ r .o LJ 4x4 PT POST W/ PB BASE ON 24'x24'x12' FTG W/ (2) *4 E.W. 9 OF 2 FOUNDATION PLAN 1/4"=1'-O" K241151701 USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS FOUNDATION NOTES: I. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' 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. -1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. •FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE d SPACING (SHT S1.0). VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1031/300 = 3.46 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION ro VENT& REQ'U z 0 T� c) V 3 ww_ .;. Z_ A 0 E00 V] N a0 00 A gyN z 0 ton N N -�jig 1 '-2' 5.'-2' 2' 5 - 5'- ' 5'-2 '-2' 1,2'ld' `Q 10 2.0 4x1 M �n 3'- 4'-2p' 0,_&,I 2' 24*42> 12 0 0 W/ 2)+' E.W. 10 m = BLOCK-OUT 14 cr 0 FOR 3/0 DR 52.0 7 0 SIM. I_' 449),4P MIN. F* ENEMA r � 36X36 14'-3' -2 3- 11'- ' CONC. STOOP _ ct) �w DB . 00 A 18A24 0 C11 4' CONC. SLAB W/ *4 0 DOCRAWL(0 CE S 0 , = O C14I REBAR 11116' O.C. E.W. =� IUD � - ` OVER COMPACT SAND r DB ';� -1 0 0 AND GRAVEL BASE e' d2+ �N aD SLOPE 3' TO DOORS C14 13 I• � VIO 0 �n 60' TALL PONY WALL FOR ENTRY 16/3 P-0. FOR 1610 OR OF 2 FOUNDATION PLAN 1/4"=1'-O" K241151701 USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS FOUNDATION NOTES: I. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' 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. -1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. •FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE d SPACING (SHT S1.0). VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1031/300 = 3.46 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION ro VENT& REQ'U z T� c) V 3 ww_ .;. Z_ A 0 E00 V] N a0 00 A gyN z ton N N 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L F_ Date: 1-16-23 4' 0 SCHED. 40 STL. I 4-3/8'X3' ANCHOR BC (SIMPSON TITAN HD G 4' CONCRETE SLAB 60 L — — — — — 18'x18'x6' SIDE VIE UI CONCRETE FOOTING SANCHOR HODRE(IMPON HOQ) 8� 0 3/16 a0 {t1/2'X5'X8' 0 31. TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL �1'-4', 10'-0' 28'-8j' 4x4 PT POST W/ PB BASE ON 24'x24'x12' W/ (2) *4 E.W. 11 BLOCKOUT 52 0 FOR DR. AS REQUIRED 45 1 15 9 TYP OF 2 0 0 r-OUNDATION FLAN. 1/4"=1'-O" USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE t0 BE PRESSURE TREATED. 3. ALL POSTS t0 BE ANCHORED AGAINST LATERAL MOVEMENT. 4. SOLID BLOCK At ALL POINT LOADS FROM ABOVE. 5. PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 6. INDICATES 'SIMPSON' HOLDDOWN. -1. SEE SHEARWALL SCHEDULE FOR aA ANCHOR BOLT SIZE # SPACING (SHT 51.0). z T� c) V 3 FV + I I ++ x� w w_ .;. Z_ A I I +++ + +++++1 0 I I I I I I I I * 4 BARS I I I I I I I I I I I I I I I I I_ 00 a0 A �j z gyN z a 1- 18' O.G. R-10 RIGID INS. N 24' AT PERIM. —— 1— t UNDER ENTIRE SLAB 4' CONC. SLAB W/ *4 REBAR Q 16' O.G. E.W. W/ 6 MIL. VAPOR l BARRIER OVER - COMPACT SAND AND — — + - GRAVEL BASE — + - 24'-11' 4'-3' — 16'x12' CON7. — — STRIP FTG + - W/ 2-04 BASS — JICONTINUOU-- + + + + + + + + 9 BLOCK-OUT FOR 3/0 DR 13 9 MIN. BLOCK T + _� 52.0 — — 36X36 FOR DR. S REQUIRE — M GONG. F_ STOOPIr — — tt 4' CONC. SLAB W/ *4 (—RE5AR's — — — 18' O.C. E.W. OVER COMPACT SAND 16'x12' CONT. AND GRAVEL BASE — — STRIP FTG. — — SLOPE 3' TO DO 'n ^" W/ 2 -*4 BARS CONTINUOUS C14N 'r — — R-10 RIGID INS. — — 6' 24' AT PERIM. — — 2A 4 UNDER ENTIRE — — SLAB 13 � 20 �I `"I v� Q� Q� (b � 13 co ti 0 52.0 � 60' TALL FOR ENTRY 16/3 R.O. FOR 16/0 DR IF TYP OF 2 0 0 r-OUNDATION FLAN. 1/4"=1'-O" USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE t0 BE PRESSURE TREATED. 3. ALL POSTS t0 BE ANCHORED AGAINST LATERAL MOVEMENT. 4. SOLID BLOCK At ALL POINT LOADS FROM ABOVE. 5. PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 6. INDICATES 'SIMPSON' HOLDDOWN. -1. SEE SHEARWALL SCHEDULE FOR aA ANCHOR BOLT SIZE # SPACING (SHT 51.0). z T� c) V 3 COO.) x� w w_ .;. Z_ A 0 E00 V] N 00 a0 A �j z gyN z a tonN N 1 LJ 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: LS2-2394-2L F_ Date: 1-16-23 0j, 4' 0 SCHED. 40 STL. I 4-3/8'X3' ANCHOR BC (SIMPSON TITAN HD C 4' CONCRETE SLAB 60 L - - - - - 18'x18'x6' SIDE VIE UI CONCRETE FOOTING STHO0 REIN(IMPON4OQ) 8� 0 3/16 a0 {t1/2'X5'X8' 0 1" TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL �1 11'-4', 10'-0' 28'-8j' LJ F.0 LJ 4x4 PT POST W/ PB BASE ON 24'x24'x12' FTG W/ (2) 04 E.W. 9 OF 2 FOUNDATION PLAN 1/4"=1'-O" K241151701 USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS FOUNDATION NOTES: I. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' GONG. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS t0 BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED t0 DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE d SPACING (SHT S1.0). VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1031/300 = 3.46 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION ro VENT& REQ'U Z 0 T� c) V 3 ww_ .;. Z_ A 0 E00 V] N a0 00 A �j z gyN z 0 tonN N 5 2' 5 -5'-2 2' ' `Q 10 2.0 4x1 2'-0' Z 4'-2j' 42 12 Z a� 24 W/ '2)04 E.W.- A60 � CA m S2 =� BLOCK-OUT 14 0 0 FOR 3/0 DR S2 0 Z 0 SIM. I 4x111 MIN. m 36X36 5'-3 '_2 31- CONC. STOOP � tr i DB . 18 24 ;;q i•, N 4' CONC. SLAB W/ *4 / \ ACCESS Cl _ 0 OVER COMPACT SAND r DBI.. AND GRAVEL BASE aD SLOPE 3' TO DOORS 2 1• art13 CD �n 60' TALL PONY WALL FOR ENTRY 16/3 P-0. FOR 1610 OR OF 2 FOUNDATION PLAN 1/4"=1'-O" K241151701 USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS FOUNDATION NOTES: I. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' GONG. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS t0 BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED t0 DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO GONG. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. / INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE d SPACING (SHT S1.0). VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1031/300 = 3.46 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION ro VENT& REQ'U Z T� c) V 3 ww_ .;. Z_ A 0 E00 V] N a0 00 A �j z gyN z a tonN N 1 LJ 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: LS2-2394-2L F_ Date: 1-16-23 2.1 INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.7 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 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. a (P 1-41 101-01 ® DECK 1 LINE I ABOVE I I I I I 6'-2j' '0 XO i UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G243S 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 G243S.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 G243S.5. E: - = 100 SQ INCH TRANSFER GRILL 21 5' GENERAL NOTES: 1. ALL WORK t0 BE IN CONFORMANCE WITH 2016 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 t0 BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS 4 KITCHEN FAUCET t0 BE LIMITED t0 MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET 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 83143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. =SMOKE ALARM -CARBON MONOXIDE COMBO. C Ko IN. 36'X3 ' LANDING 6/0x8/ SGO S.G. 12'-3' BLUE 18 AWG TRACER WIRE REQUIRED AT NON METAL WATER SERVICE PIPING PER UPC 604.9. LCWER I�LOOR PLAN 1/4"= 1'-O" 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2018 IRC 4 WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED t0 A MINIMUM OF R-8 PER WSEC 84033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED t0 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 8303.52. 14. GAS PIPING IS TO BE PROTECTED PER G24151. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 1'-4'. 10'-0' a iv 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIIII AND INSULATED t0 A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 1-1. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION t0 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 M502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC TABLE R402.4.1.1. 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) 2X STUD WALL / CONC WALL 2-1/4'95 X 5' LAG SCREWS STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIM SON VGC ADHESIVE • CONC WALL 16 GA STEEL STRAPPING ArpUD WATER HEATER W TI I-IIN THE UPPER t LOWER ONE-THIRD OF THE APDL. E A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO CsWB * BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED * CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APDL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT 40'-0' 12'-2' V-4' S' -I 8'-2" 1'-10' 9'-0 ' 2'-9j' 6/0x8V0 5.G.D. NOOK VAULTED a EAT'G BAR z ��o O o} O 'r SQ. KITCHEN LO��R FLOOR 10�� SQ. EGRESS TOTAL VAULTED OPTIONAL 60'x30' TUB '- 426 BOOKSHELVES DIRECT VENT NATU fT. zo Om YAULTE W/ SHWR I e Q zVII ® F GGo U.0 � I I � � ® EF. • D� p1 N w SGL IK OUTSIDE AIR A ® BATH gWN GREAT L 8 VAULT -' ROOM V- I' CLG - L INE BEDROOM 40 I IDW ----_ !Y /\5 Q r -AM I LY 4 ROOM _ ' _ 0 9'-1' CLG O 110V --'r 5.0 4 ©GM. PAIR 4 W.H.F. 65 CFM � n O 0 0o ELECT j' HWH WATER HTR IN Ar- VEH. BARRIER PANASONIC WHISPER2X6 a , QUIET CONTI UOUS 8 © 36'X36' FA OR ;p CONC. STOOP ® 14'-3' EQUAALSt 5'-3 ' 5' IN 1318' MIN. SOLID CORE 6 H H NOTES PROV DE EXPANSION TANK CLOSING 110V - PROVIDE SEISMIC STRAPPINGWSELF o OOD,STEEL DOOR O - TPRV TO TERMINATE TO OR S.D. OUTSIDE 20 MIN. RATED - PILOT 4 CONTROLS TO BE IV G A. MIN. OFF FLOOR - 0 - PER ASH RAE 90-A-80 0 Me ' - NAT GAS WATER HTR W/ MIN. F `-r N OF 0 62 HEAT DETECTOR r - DEN - ELECTRIC WATER HTR W/ MIN. EF INTERCONNECTED Ll 9'-1' CLG -; OF 0.93 G,4 GE PER 31423 cA USE 1/2' GWB ON 4LL WARM AND UNDER STAIR 6' r V STRUCTURAL WALLS. 1) LAYER 5/8' TYPE PROTECTION iip 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS PER 8303. AND BEAMS IN 1/2' GWB OPENINGS EGRESSMI�N�ODUCT . 26 GAGE TEFL. AKE FLOOR DUCTS THRO H CLG OR 1/9 x5/0 SO LT. B.G. 5/0x /6 XO LINE WALL COMM O TO HOUSE, w 5/0x2/0 ABOVE ABOVE IN GA E. FLOOR LINE - - - - - - - --� FLOOR _ - - - - - - - ABOVE LINE in ABOVE 16/0x8/0 O.H. DOOR 16'-3' R.O. BLUE 18 AWG TRACER WIRE REQUIRED AT NON METAL WATER SERVICE PIPING PER UPC 604.9. LCWER I�LOOR PLAN 1/4"= 1'-O" 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2018 IRC 4 WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403B3. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED t0 A MINIMUM OF R-8 PER WSEC 84033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED t0 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 8303.52. 14. GAS PIPING IS TO BE PROTECTED PER G24151. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 1'-4'. 10'-0' a iv 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIIII AND INSULATED t0 A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 1-1. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4B.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION t0 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 M502AB.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC TABLE R402.4.1.1. 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) 2X STUD WALL / CONC WALL 2-1/4'95 X 5' LAG SCREWS STUD WALL 2-3/8' 0 X 5' BOLTS W/ SIM SON VGC ADHESIVE • CONC WALL 16 GA STEEL STRAPPING ArpUD WATER HEATER W TI I-IIN THE UPPER t LOWER ONE-THIRD OF THE APDL. E A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO CsWB * BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED * CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APDL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT 40'-0' 12'-2' V-4' S' -I 8'-2" 1'-10' 9'-0 ' 2'-9j' 6/0x8V0 5.G.D. NOOK VAULTED a EAT'G BAR z ��o O o} O 'M'AI'N FLOOR 'r SQ. KITCHEN LO��R FLOOR 10�� SQ. O TOTAL VAULTED OPTIONAL r -T. '- 426 BOOKSHELVES DIRECT VENT NATU fT. zo Om YAULTE GAS e Q zVII ® F GGo U.0 PER MFR SPECS. PROVIDE • D� p1 N w SGL IK OUTSIDE AIR A Za gWN GREAT L 8 VAULT -' ROOM - L INE an OPTIONAL IDW ----_ !Y /\5 n4 I 4 'M'AI'N FLOOR 'r SQ. fT. LO��R FLOOR 10�� SQ. 2'-0l TOTAL 251 OPTIONAL r -T. '- 426 BOOKSHELVES DIRECT VENT NATU fT. zo Om YAULTE GAS UQ Q METAL FIFMPLACE INSTALL ® F GGo U.0 PER MFR SPECS. PROVIDE • D� p1 N w SGL IK OUTSIDE AIR A Za gWN GREAT L 8 N Cl ROOM VAULTED an OPTIONAL 'M'AI'N FLOOR 1551 SQ. fT. LO��R FLOOR 10�� SQ. �T. TOTAL 251 SQ. r -T. GARAGE 426 50. fT. +36' AFF. DECK RAILING PER CODE • • a BOOKSHELVES FLAT CEILING LINE F� XO =3 -1 ZIE a 4 -1 4'-10'3'-4' cc wC4 o 1501gig zo Om YAULTE ♦♦♦ UQ `r Go ® F GGo U.0 • D� p1 N 00 A Za gWN N Cl O � O BOOKSHELVES FLAT CEILING LINE F� XO 1/6v,5/0 r5D.ILT. S.G. W/ V- V CLG EGRESS 0x4+6 XO 5'-0' 2'-3' 2'-9' 3'-0' 6'-0' 6'-0' 101-01 101-01 8' -0' 12' -0' 7 it - 40' -0' lvIIN LCCR PLAN 1/4" r M iv LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (83113.1) WHOLE HOUSE VENTILATION: *REFER TO SHEET N-2 TABLE 1505.43(1) 4 1505.43(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE t0 BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. ZCIO =3 -1 ZIE a 4 -1 4'-10'3'-4' cc wC4 o ENTR zo Om YAULTE ♦♦♦ UQ `r 1/6v,5/0 r5D.ILT. S.G. W/ V- V CLG EGRESS 0x4+6 XO 5'-0' 2'-3' 2'-9' 3'-0' 6'-0' 6'-0' 101-01 101-01 8' -0' 12' -0' 7 it - 40' -0' lvIIN LCCR PLAN 1/4" r M iv LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (83113.1) WHOLE HOUSE VENTILATION: *REFER TO SHEET N-2 TABLE 1505.43(1) 4 1505.43(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE t0 BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. ZCIO L a a',6 w wC4 ♦♦♦ Go ® F GGo U.0 • D� p1 N 00 A Za gWN N Cl 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: LS2-2394-2L Date: �-18-23 J INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.7 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 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. 0 (P M UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G243S 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 G243S.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 G243S.5. E: -i a 100 SQ INCH TRANSFER GRILL 1-41 ® DECK I LINE 1 ABOVE I I I I 2'-I4' 5' '0 XO i 5--0j. GENERAL NOTES: 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 fT. LOSER FLOOR 21_0l `� AN APPROVED CARBON MONOXIDE ALARM SHALL BE 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE 1. ALL WORK TO BE IN CONFORMANCE WITH 2016 IRC. INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH 426 WEATHERSTRIPPED AND INSULATED TO A LEVEL 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE ♦+ EQUIVALENT TO THE INSULATION ON THE SURROUNDING 60'x30' TUB W/ SHWR TO OUTSIDES. BEDROOMS. PER 2018 IRC 4 WA. STATE AMENDMENTS 1.0� SURFACES 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO SEC 8315. 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY At METAL FIi;EPLACE INSTALL OUTSIDE. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC gyN ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND R403B3. O�WALLS READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING w SGL IN. OUTSIDE AIR MECHANICAL PENETRATIONS. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED INSTRUCTIONS) 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM -12' SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER 1-1. DRYER DUCT SPECIFIED LENGTH PER SEC M1502ABJ. I EF. ABOVE DRAIN. WSEC 84033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO THE GROUND SHALL BE INSULATED TO R-10 WITH 35 FEET(10b6Smm) FROM THE CONNECTION TO THE MAXIMUM 1.-I5 G.P.M. FLOW. ALL OTHER LAVATORY INSULATION DESIGNED TO BE USED BELOW GRADE. TRANSITION DUCT FROM THE DRYER TO THE OUTLET ® BATH FAUCETS t0 BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET t0 BE WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN SAFETY GLASS. OUTSIDE THE BUILDING. PER 8303.52. FLAT ACCORDANCE WITH THE TABLE M502.4B.1. THE MAXIMUM 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF 14. GAS PIPING IS t0 BE PROTECTED PER G24151. CEILING LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE FLOOR TO BE SAFETY GLASS WHERE PIPING IS INSTALLED THROUGH HOLES OR LINE LINE ---- TRANSITION DUCT. S. SMOKE ALARMS - TO BE INSTALLED PER SEC 83143 IN NOTCHES IN FRAMING MEMBERS AND THE PIPING IS 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING WALLS SHALL BE INSULATED BY COMPLETELY FILLING OUTSIDE EACH SEPARATE SLEEPING AREA IN THE MEMBER FACE t0 WHICH WALL, CEILING OR FLOOR THE CAVITY WITH A MATERIAL HAVING A THERMAL IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE RESISTANCE OF R-3 PER INCH MINIMUM PER 2018 WSEC I ADDITIONAL STORY OF THE DWELLING, INCLUDING PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH TABLE R402.4.1.1. BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO OF THE PIPE AND THE FRAMING MEMBER AND THAT IS. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY EXTEND NOT LESS THAN 4 INCHES t0 EACH SIDE OF THE TO A SUPPORT AT THE TOP PLATE(DBL. TOP PLATE 4 FROM A BATHROOM THAT CONTAINS A BATHTUB OR FRAMING MEMBER WHERE THE FRAMING MEMBER THAT OR BEAM/HEADER) PER SEC. R6023(TWO-STORY/ SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BALLOON FRAME WALLS) MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. PLATES SHALL COVER THE FRAMING MEMBER AND ° ALARM MONOXIDE COMBO. EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW =SMOKE -CARBON C.M. THE TOP FRAMING MEMBER 1'-4'. 10'-0' ROOM Ko IN. 36'X3 ' LANDING 6/0x8/ SGO S.G. 12'-3' BLUE 18 AWG TRACER WIRE REQUIRED AT NON METAL WATER SERVICE PIPING PER UPC 604.9. LCWER I�LOOR PLAN 1/4"=1'-0" 12'-2' +36' AFF. DECK RAILING PER CODE NOOK VAULTED a iv EAT'G BAR Z LUO O-io O Mi__ FRAI'viE WALL TO CEILING MASTER .-O• VAULTED OFT. FLAT W1 2Xro COFFER KITCHEN VAULTED ■C1 01 7n 1551 50. fT. LOSER FLOOR 21_0l `� FT . TOTAL 25z14 50. r -T. GARAGE 426 50. EGRESS E g 114 ♦+ I'- 60'x30' TUB W/ SHWR W O z 1.0� GAS DIRECT VENT NATURAL 00 At METAL FIi;EPLACE INSTALL za gyN i I DEF. 0 O�WALLS w SGL IN. OUTSIDE AIR GREAT L I EF. ROOM VAULTED ® BATH OPTIONAL BOOKSHELVES FLAT V- I' CLG Y Z CEILING _j --------------- LINE LINE ---- N ' BEDROOM 4 I 4 F �I 1 II � r -AM I LY ROOM 01' 110V O --'r S.D. D 9VIR ©GM. 4. 65 CFM D :L:U] TPA HTR O 6 ©WATER ®N36X3&HEAUMP ONC. STOOP ' 0 `r ° VEH. BARRIER PANASONIC WHISPER2X6 0 QUIET CONTI UOUS 8 M 36'X36' EXHAUST FAN OR ;n CONC. STOOP ® 14'-3' EQUAL 5'-3 ' 5' - - (14 1318' MIN. SOLID CORE 6 H H NOTES PROVIDE EXPANSION TANK CLOSING 110V - PROVIDE SEISMIC STRAPPINGWSELF OOD,STEEL DOOR o O - TPRV TO TERMINATE TO OR S.D. OUTSIDE 20 MIO - PILOT 4 CONTROLS TO BE IV CA. MIN. OFF FLOOR Ln H_ 0 - PER ASH RAE 90-A-80 H ' - NAT GAS WATER HTR W/ MIN. EF N OF 0.62 HEAT DETECTOR r - DEN - ELECTRIC WATER HTR W/ MIN. EF INTERCONNECTED 0- Ll 9'-1' CLG -; OF 0.93 67A &E PER 31423 cA USE 1/2' GWB ON LL WARM AND UNDER STAIR 6' r V STRUCTURAL WALLS. 1) LAYER 5/8' TYPE PROTECTION �p 'X' ON CEILINGS. WIRZo P ALL EXPOSED POSTS PER 8303. AND BEAMS IN 1/2' GWB NO DUCT OPENINGS ® EGRESS MI .26 GAGE TEEL. FLOOR DUCTS THRO H CLG OR 1/ x5/0 SD LT. B.G. 5/0x /6 XO LINE WALL COMM O TO HOUSE, w 5/0x2/0 ABOVE ABOVE IN GA E. FLOOR ------------8 LINE ------- --� -1=LOOR 0 ABOVE LINE in ABOVE 16/0x8/0 O.H. DOOR 16'-3' RO. BLUE 18 AWG TRACER WIRE REQUIRED AT NON METAL WATER SERVICE PIPING PER UPC 604.9. LCWER I�LOOR PLAN 1/4"=1'-0" 12'-2' +36' AFF. DECK RAILING PER CODE NOOK VAULTED a iv EAT'G BAR Z LUO O-io O Mi__ FRAI'viE WALL TO CEILING MASTER .-O• VAULTED OFT. FLAT W1 2Xro COFFER KITCHEN VAULTED ■C1 01 7n 'M'AI'N FLOOR 1551 50. fT. LOSER FLOOR 21_0l `� FT . TOTAL 25z14 50. r -T. GARAGE 426 50. OPt IONAL E g 114 ♦+ I'- BOOKSHELVES cc 1.0� GAS DIRECT VENT NATURAL 00 At METAL FIi;EPLACE INSTALL za gyN i Q PER MFR SPECS. PRO VVE 0 O�WALLS w SGL IN. OUTSIDE AIR GREAT L 8 ROOM VAULTED OPTIONAL BOOKSHELVES FLAT CEILING _j --------------- LINE LINE ---- 'M'AI'N FLOOR 1551 50. fT. LOSER FLOOR 105"1 50. FT . TOTAL 25z14 50. r -T. GARAGE 426 50. fT. 3--3j. 2X STUD WALL / CONC WALL 2-1/4' 95 X 5' LAG SCREWS * STUD WALL 2-3/8' X 5' BOLTS W/ SIM SON VGC ADHESIVE * CONC WALL 16 GA STEEL STRAPPING ArpUD WATER HEATER W TI W N THE UPPER t LOWER ONE-THIRD OF THE APDL. E A MIN. OF 4' FROM CONTROLS HOLD WATER HEATER TIGHT TO CsWB * BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED * CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER WITHIN THE UPPER 4 LOWER ONE-THIRD OF THE APDL. 4 A MIN. OF 4' FROM CONTROLS ANCHOR WH TO BASE - BASE TO FLOOR NO SCALE WATER HEATER SUPPORT 4/Ox4/01XO B.G. i 0 BEDROOM 2 e iN S' -1' CLG (K ' art w .. 11O0Y 0 _- • G G E g 114 ♦+ ♦ i 0 BEDROOM 2 e iN S' -1' CLG (K it w .. 11O0Y 0 _- i IN. HSPF- . ® BTU/WR .. OOMMAX 11 �ii®ilii®ilii _- • G G E g 114 ♦+ ♦ cc 1.0� • D00 N 00 A za gyN _ - 9INSULATE O�WALLS •. 4'-10'3'-4' cc ENTR' Ln YAULTE /6pc5/0 r5D.ILT. S.G. w/ 5,104A A OVE 510x4/ro XO e P RGH cn 5/0x4 6 XO 5'-0' 5'-0' 2'-3' 2'-9' 3'-0' 101-01 10-01 81-01 40'-0' MAIN LCCR PLANT 1/411=11-011 /411=1'-Q11 V-1' CLG EGRESS 0x4+6 XO r M Zv� F 4 LANDING AT 'EXIT' DOOR NOT t0 BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (83113.1) WHOLE HOUSE VENTILATION: *REFER t0 SHEET N-2 TABLE 1505.43(1) 4 1505.43(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. Z . ® W ° woNo E g 114 ♦+ ♦ cc 1.0� • D00 N 00 A za gyN N N N 1 LJ 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: LS2-2394-2L Date: 1-16-23 3.1 .0ONT. DB1.-. TOP PLATE ?-10 RI61D INSULATION SHAVED AREA) 4X HEADER KIN6 STUD EXTERIOR PLYWOOD TRIMMER HEA=�r=R/INSULATION DE!7A1L NTS PT -4X42 ANO N LA ® I Ll I I w !L � 0 � 5+ 52.0 G 1 7/12 � x I I I I 2x61 OVE RAmikas I ' D� N Ht TOT °Gd v, .. v2x� OVE 1 6 24 mm G��DER L 1NG'�Q RAMIN ♦�♦ N 1.0� 0w@ O 00 20CNI P SIMPS TRUSS PLATE!GO7/12 _ 4 d. 1 i 1 24' O.G. 1 1 u, GI�' DER RUSSd� d� 2x10 P.T. LEDGER W/ (2) ROWS TIMBERLOK m 16' O.G. w/ LUSZ26 HANGERS ROOF VENTILATION GAL CUL AT I ONS 4 RE aU I REMENTS AT LEAST 409°4 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORI'1ED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 88021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS ,AND LOCATIONS MAIN r-LOOR FLAN 1/4"=1'—O" ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 OF "2, UNLESS NOTED OTHERWISE. HEADERS At EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.103 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. 8801.1. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. — CONT. RIM 6. a REFER TO SHEAR WALL SCHEDULE. JOIST -1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE t0 A SUPPORT AT THE TOP PLATE (DBL. TOP PLATE OR BEAM/HEADER) PER SEC. 86023 (TWO STORY/BALLOOON FRAME WALLS) 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 88023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS 6 24' O.G. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 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 AND SUPPORTED BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. e -Al REFER TO SHEAR WALL SCHEDULE. -1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE (DBL. TOP PLATE OR BEAM/HEADER) PER SEC. 86023 (TWO STORY/BALLOOON FRAME WALLS) 2 FJA 0 N — W N R O 0 ROOr- r-RAvl'ING FLAN 1/4"=1'—O" NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER 0 2 FJA STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. N N LA ® I Ll I I w w� � 0 � 5+ 52.0 G 1 7/12 � x I I I I 2x61 OVE RAmikas I ' D� N Ht TOT °Gd v, .. v2x� OVE 1 6 24 mm G��DER L 1NG'�Q RAMIN ♦�♦ N 1.0� 00 20CNI P SIMPS TRUSS PLATE!GO7/12 _ 4 d. 1 i 1 24' O.G. 1 1 u, GI�' DER RUSSd� d� 10 _ O.G. 1� 1 RUSS � O w A �U N cu O lJ1 c1+ N O>w r O@ o- .4 4 N — W N R O 0 ROOr- r-RAvl'ING FLAN 1/4"=1'—O" NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER 0 2 FJA STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. LA ® I Ll I I w w� � 0 � 5+ 52.0 G 1 7/12 � x I I I I 2x61 OVE RAmikas I N�r D� N Ht TOT °Gd v, .. v2x� OVE 1 6 24 mm G��DER L 1NG'�Q RAMIN ♦�♦ �Go 1.0� 00 20CNI P SIMPS TRUSS PLATE!GO7/12 _ 4 d. 1 i 1 24' O.G. 1 1 u, GI�' DER RUSSd� d� 10 _ O.G. 1� 1 RUSS � N — W N R O 0 ROOr- r-RAvl'ING FLAN 1/4"=1'—O" NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER 0 2 FJA STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 0 z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L F_ Date: 1-16-23 �I v LA ® 04A w w� D� °Gd v, .. E g u4 ♦�♦ �Go 1.0� 00 A gyN z N N 0 z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L F_ Date: 1-16-23 �I v .0ONT. DB1.-. TOP PLATE ?-10 RI61D INSULATION SHAVED AREA) 4X HEADER KIN6 STUD EXTERIOR PLYWOOD TRIMMER HEA=�ER/INSULATION DE!7A1L NTS PT -4X42 2x10 P.T. LEDGER W/ (2) ROWS TIMBERLOK m 16' O.C. w/ LUSZ28 HANGERS ROOF VENTILATION GAL CUL AT I ONS 4 RE aU I REMENTS AT LEAST 409°4 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORI'1ED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 88021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS ,AND LOCATIONS MAIN r-LOOR Fi@AM I NG FLAN 1/4"=1'-O" ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 OF "2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.103 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. 8801.1. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. - CONT. RIM 6. a REFER TO SHEAR WALL SCHEDULE. JOIST -1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE (DBL. TOP PLATE OR BEAM/HEADER) PER SEC. 86023 (TWO STORY/BALLOOON FRAME WALLS) 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 88023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS 6 24' O.G. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 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 AND SUPPORTED BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. e -Al REFER TO SHEAR WALL SCHEDULE. -1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE (DBL. TOP PLATE OR BEAM/HEADER) PER SEC. 86023 (TWO STORY/BALLOOON FRAME WALLS) O 0 ROOr- r-RAvl'ING FLAN 1/4"=1'-O" 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 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. N LA ® 04A w 0- D� E g u4 ♦�♦ PQGo 1.0� x O 00 A gyN z 2x10 P.T. LEDGER W/ (2) ROWS TIMBERLOK m 16' O.C. w/ LUSZ28 HANGERS ROOF VENTILATION GAL CUL AT I ONS 4 RE aU I REMENTS AT LEAST 409°4 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORI'1ED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 88021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS ,AND LOCATIONS MAIN r-LOOR Fi@AM I NG FLAN 1/4"=1'-O" ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 OF "2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.103 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. 8801.1. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. - CONT. RIM 6. a REFER TO SHEAR WALL SCHEDULE. JOIST -1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE (DBL. TOP PLATE OR BEAM/HEADER) PER SEC. 86023 (TWO STORY/BALLOOON FRAME WALLS) 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 88023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS 6 24' O.G. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 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 AND SUPPORTED BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. e -Al REFER TO SHEAR WALL SCHEDULE. -1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE (DBL. TOP PLATE OR BEAM/HEADER) PER SEC. 86023 (TWO STORY/BALLOOON FRAME WALLS) O 0 ROOr- r-RAvl'ING FLAN 1/4"=1'-O" 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 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. vu - z 0 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L Date: 1-16-23 4,01 LA ® 04A w w� D� E g u4 ♦�♦ PQGo 1.0� 00 A gyN z N N vu - z 0 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L Date: 1-16-23 4,01 .0ONT. DB1.-. TOP PLATE ?-10 RI61D INSULATION SHAVED AREA) 4X HEADER KIN6 STUD EXTERIOR PLYWOOD TRIMMER HEA=�ER/INSULATION DE!7A1L NTS PT -4X42 ANO N LA ® 04A w 0- D� E g u4 ♦�♦ PQGo 1.0� x O 00 A gyN z 2x10 P.T. LEDGER W/ (2) ROWS TIMBERLOK a 16' O.G. w/ LUSZ26 HANGERS ROOF VENTILATION GAL CUL AT I ONS 4 RE aU I REMENTS AT LEAST 409°4 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORI'1ED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 88021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS ,AND LOCATIONS MAIN r-LOOR Fi@AM I NG FLAN 1/4"=1'-O" ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 OF "2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.103 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. 8801.1. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. — CONT. RIM 6. QA REFER TO SHEAR WALL SCHEDULE. JOIST -1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE (DBL. TOP PLATE OR BEAM/HEADER) PER SEC. 86023 (TWO STORY/BALLOOON FRAME WALLS) 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 88023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS 6 24' O.G. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 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 AND SUPPORTED BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. e -Al REFER TO SHEAR WALL SCHEDULE. -1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE (DSL. TOP PLATE OR BEAM/HEADER) PER SEC. 86023 (TWO STORY/BALLOOON FRAME WALLS) O 0 ROOr- r-RAvl'ING FLAN 1/4"=1'-O" 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 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L Date: 1-16-23 i] LA ® 04A w w� D� E g u4 ♦�♦ PQGo 1.0� 00 A gyN z N N z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L Date: 1-16-23 i] .0ONT. DB1.-. TOP PLATE ?-10 RI61D INSULATION SHAVED AREA) 4X HEADER KIN6 STUD EXTERIOR PLYWOOD TRIMMER HEA=�ER/INSULATION DE!7A1L NTS PT -4X42 ANO N LA ® 04A w 0- D� E g u4 ♦�♦ PQGo 1.0� x O 00 A gyN z 2x10 P.T. LEDGER W/ (2) ROWS TIMBERLOK a 16' O.G. w/ LUSZ26 HANGERS ROOF VENTILATION GAL CUL AT I ONS 4 RE aU I REMENTS AT LEAST 409°4 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORI'1ED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 88021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS ,AND LOCATIONS MAIN r-LOOR Fi@AM I NG FLAN 1/4"=1'-O" ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 OF "2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.103 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. 8801.1. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. — CONT. RIM 6. QA REFER TO SHEAR WALL SCHEDULE. JOIST -1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE (DBL. TOP PLATE OR BEAM/HEADER) PER SEC. 86023 (TWO STORY/BALLOOON FRAME WALLS) 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 88023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS 6 24' O.G. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 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 AND SUPPORTED BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6. e -Al REFER TO SHEAR WALL SCHEDULE. -1. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO A SUPPORT AT THE TOP PLATE (DSL. TOP PLATE OR BEAM/HEADER) PER SEC. 86023 (TWO STORY/BALLOOON FRAME WALLS) O 0 ROOr- r-RAvl'ING FLAN 1/4"=1'-O" 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 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. HE z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L Date: 1-16-23 5. LA ® 04A w w� D� E g u4 ♦�♦ PQGo 1.0� 00 A gyN z N N HE z 0 w a w 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L Date: 1-16-23 5. ; ; ; ; ATTIC VENTILATION At LEAST 4096 E NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. COMPOSITION ROOF W/ 300 INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. 4' DIA. PERF. PIPE, L�L)IL.E;�INO 5 PEA GRAVEL FILL WRAP W/ FILTER FABRIC TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 61 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD POST FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • R302.12 IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING t FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS At THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. 8302.1. 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. z 2X8 con N W w 00 ❖ zM MIN. 6x6 PT POST ♦�♦ E ; w *Woo ♦ E U "00 .•. well BARM BOARD A, � � �N CU Z,:• STAIR NOTES: HANDRAIL TO BE PRESENT ON � N N SOLID TIGHT FITTING TRUSS BLOCKING LNO TRUSS PER IRC R311.1 ON AT LEAST ONE SIDE OF STAIR 4 SHALL (SEE DETAIL THIS SHEET FOR SAVE (HOLD END TRU55 IN 3(e° PROM PAGE OF WALL) • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND HANDGRIP PORTION OF HANDRAILS A Not PASS THROUGH NOT CIRCULAR CROSS R VENTING) BOTTOM. SHALL WAVEIN. 4 S�� AHI rE 2x8 FASCIA BOARD i 5/8 TYPE X 6W6 • ALL USABLE SPACE UNDER STAIRS TO BE I HOUR A MIN. RADIUS OF �s'. .4 G. ALL REQUIRED GUARDRAILS TO BE 36' �44 5/8" X *A15 CONSTRUCTION. MIN. IN HEIGHT. NAILER No' TYPE 'X' GWB • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RUN TO BE 10'. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT • MINIMUM HEAD HEIGHT TO BE V-8'. HES (102mm) TO PASS TIRoU. ALLOW A SPHERE 4 INCGH 2x6 02 OF STUDS 6 16' O.C. , MI6 L"FLAMEBLOCK FIRE -RATED 7/Ib" LP PLAMEBLOGK • MINIMUM STAIR WIDTH TO 5E 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF �i47MIX-11/4' MAX ATTACH STUDS TO TOP E BOTTOM PLATE WITHOSB SHEATHING W/IBmm PYROTITE TREAD NOSING AND MUST EXTEND 5EYOND 50TTOM NOSING (3) 16d FRAMING NAILS. LAMINATE APPLIED TO ONLY ONE FACE TREAD.� JST. PER PLAN CONSTRUCT TOP PLATE OF (2) STUDS OF WOOD PANEL. SHEATHING MUST BE 5/8" l%j#ftx&Mj SIDING OR TRIM PER PLAN PROVIDE GUARD RAILS AT LANDIWsS MINIMUM 36' p m INSTALLED HORIZ. AT THE TOP OF THE GYPSUMINSTALLED VERTICALLY W/HORIZONTAL EXTERIOR WALL GOVERIN6: HIGH W/ CLEAR SPACE 4 WALL ASSEMBLY AND THE BOTTOM PLATE OF JOINTS BLOCKED W/PYROTITE I. PIKER GEMENT BOARD 2. TI -11 51DIN6 No SCALE HANDGRIP PORTION OF HANDRAIL SHALL isE A SINGLE STUD. INSTALL 2x6 WOOD STUDS LAMINATE FACING THE OUTSIDE MUST 3. WOOD PIKER PANEL NOT LESS 1 1/4' NOR MORE THAN 2' IN VI DBL. JST O BEAM F COVERAGE A HORIZ. AS GROSS -BRACING POSITIONED AT BE ATTACHED TO THE STUDS W/1118' 6d 4. GEMENT PLASTER (5T1JGG0) POST DETAIL FOR STRUCTURES CROSS SECTIONAL DIM. � 10' MIN 10 TIE AT EA STRINGER MID -HEIGHT OF THE WALL.5. COMMON NAILS SPACED 6' O.C. AROUN STEEL 51DIN6 LESS THAN 5' • WINDING TREADS PERIMETER 4 12' O.0 IN THE FIELD. FROM PROPERTY LINE PER IRC R311.1.5.2.t� O PASS THROUGH OPENING • SPIRAL STAIRS IK r BELOW STAIR SAND 2X6 WALL STUD a �1 IN 3�o PROVIDE MIN 1 1/2' RUN w A POINT 12' GM •CEILING WALLS 511/2' THICK NOMINAL 3 PGF DENSITY FROM WHERE TREAD IS NARROWEST (3) 2X12 STRINGERS UNPAGED MINERAL FIBER BATT AF50 ROOF VENTS PER IRC R311.1.10.1 / 5,INSULATION a TYPE X GWB APPLIED VERTICALLY FRICTION FIT BETWEEN THE THIGKNEss:2-'7/8" (FIRE) 'I (50 SQ. IN. NET FREE AREA) / / FIRE BLOCKING: w MID -SPAN AND W/ HORIZONTAL JOINTS BLOCKED AND WOOD STUDS, GROSS -BRACING APPROX. N�16HT: PSP (FIRE) FIRE TEST: UL RI319, 9-12-gb 116N CONT. HANDRAIL 34'-38' / IN STUD WALLS ALONG AND IN LINE NOTCH STRINGERS FOR WITH STRINGERS P AREA UNDER FASTENED W/6d CEMENT COATED 1lk8' TOP/BOTTOM PLATES. UL U3B8 / ABOVE TREAD NO$ING. / CONT. 2X4 THRUST BLOCK STAIRS IS UNFINISHED CUP -HEAD DRYWALL NAILS W40915' PICKETS PER IRC / 2X4 THRUST BLOCK SHANK DIA. < 1i4' HEAD DIA. SPACED 8' I I I I C7 �� SND P I �i �� I7 T I L SOLID TIGHT FITTING TRUSS BLOCKING ON OPEN SIDE / / / JST. OR AILS BELOW W/ Ibd NAILS • 12' O.c. O.C. ALONG STUDS d PLATES. EXPOSED WEATHER BARRIER FASTENED OVER THETO LESS THAN WTO THE PROPERTY LINE / THRUST BLOCK INTERIOR FASTENER HEADS AND WALLBOARD SHEATHING USING SUFFICIENT FASTENERS 1' PT RISERS/ JOINTS MUST BE TREATED W/(2) COATS TO PREVENT AIR POCKETS IN THE WRAP 2x8 FASCIA BOARD / TZ DECK JOISTS PER PLAN OF GYPSUM COMPOUND. A MIN. 2' PAPER, 6A FILE NO. WP 3640 (GENERIC I HOUR) DBL JST PLASTIC OR FIBERGLASS TAPE MUST BE ONE LAYER 5/a' TYPE X GWB APPLIED 2x STUDS PER PLAN P.T. 2XI2 EMBEDDED IN FIRST LAYER OF EXTERIOR WALL COVERING: PARALLEL OR At RIGHT ANGLES t0 TREADS HU212 COUMPOUND OVER WALLBOARD JOINTS. 1. FIBER GEMENT BOARD EACH SIDE OF MIN 2X3 STUDS, TURNED 7f6' SHEATHING TO SYRINGE MTL. HAW31ERS 2. TI -11 SIDING PLATWISE, 24' O.G. WITH 6d AT EA. STRINGER 3. WOOD FIBER PANEL CEMENT -COATED NAILS, 1-1i8' LONG, EXTERIOR WALL COVERING 3-2x12 P.T. STRINGERS 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING ODS15 SHANK, 1/4' HEADS, I' O.C. PER PLAN 3LANpIWG HORIZONTAL JOINTS STAGGERED NOT EXTERIOR DESIGN: (ICC -ES REPORT - ESR -1365) WALL TYPE 43.4 - 1 HR EXTERIOR WALL ASSEMBLY LESS THAN 12' ON OPPOSITE SIDED. CONC PAD 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 8302.1 PER IRC 302 # TABLE 8302.1 NO SCALE H I HOUR �1RE-RE515TIVE DETAIL5 J TYPICAL STAIR DETAIL AND NOTES ATTIC VENTILATION At LEAST 4096 E NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. COMPOSITION ROOF W/ 300 INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. 4' DIA. PERF. PIPE, L�L)IL.E;�INO 5 PEA GRAVEL FILL WRAP W/ FILTER FABRIC TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 61 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD POST FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • R302.12 IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING t FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS At THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. 8302.1. 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. WE ro I z 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: LS2-2394-2L F_ Date: 1-18-23 I I 5/V II = 11_O II z con N W w 00 ❖ zM ♦�♦ E ; w *Woo ♦ E U "00 .•. well A, � � �N CU Z,:• a � N N WE ro I z 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: LS2-2394-2L F_ Date: 1-18-23 I I 5/V II = 11_O II 2x6 02 OF STUDS m 16' O.C. ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLA' A SINGLE STUD. INSTALL 2x6 WOOD STUC HORIZ. AS GROSS -BRACING POSITIONED MID -HEIGHT OF THE WALL. No' TYPE 'X' GWB APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED W/6d GEMENT COATED llks' CUP -HEAD DRYWALL NAILS W/.0515' SHANK DIA. 4 1/4' HEAD DIA. SPACED 8' O.C. ALONG STUDS 4 PLATES. EXPOSED FASTENER HEADS AND WALLBOARD JOINTS MUST BE TREATED W/(2) GOATS OF GYPSUM COMPOUND. A MIN. 2' PAPER, PLASTIC OR FIBERGLASS TAPE MUST BE SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR SAVE VENTING) 2x8 FASCIA BOARD MI6' L"FLAMEBLOCK8FIRE-RATED OSB SHEATHING W/1.5mm PYROTITE LAMINATE APPLIED TO ONLY ONE FACE OF WOOD PANEL. SHEATHING MUST BE INSTALLED VERTICALLY W/HORIZONTAL JOINTS BLOCKED 4 W/PYROTITE LAMINATE FACING THE OUTSIDE 4 MUST BE ATTACHED TO THE STUDS W/111s' 6d COMMON NAILS SPACED 6' O.G. AROUNE PERIMETER 4 12' O.0 IN THE FIELD. 511/2' THICK NOMINAL 3 PGF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS, CROSS -BRACING 4 TOP/BOTTOM PLATES. WEATHER BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EMBEDDED IN FIRST LAYER OF EXTERIOR WALL COVERING: COUMPOUND OVER WALLBOARD JOINTS. 1. FIBER CEMENT BOARD 2. TI -11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING DESIGN: NCC -ES REPORT - ESR -1365) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY �^GW ARM BOARD No TRA)SO LD END TRUSS IN V PROM PAGE OF WALL) (811 TYPE X 6100 /1611 LP PLAMEBLOCK XTERIOR WALL GOVERINS: I. PIBER GEMENT BOARD 2. TI -11 SIDING 5. WOOD PIBER PANEL 4. GEMENT PLASTER (STUCCO) 5. STEEL SIDING 2X6 WALL STUD THICKNESS:2-1/6" (PIRW APPROX. 100614T: '7 PSP (PIRE) PIKE TEST: UL RI519, 9-12-416 UL 1 16N U556 GA15LE END P I REWALL PETAL L LESS THAN WTO THE PROPERTY LINE 6A FILE NO. AF 3640 (6ENERI0 I HOU ONE LAYER Bis' TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF MIN 2X3 STUDS, TURNED FLATWISE, 24' O.G. WITH 6d CEMENT -COATED NAILS, 1-1i6' LONG, 0.0915 SHANK, 1/4' HEADS, I' O.C. HORIZONTAL JOINTS STAGGERED NOT LESS THAN 12' ON OPPOSITE SIDED. NO SCALE W1 IN 3(o" MIN. 6x6 PT POST No' TYPE 'X' GWB SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN Wr,' SHEATHING EXTERIOR WALL COVERING PER PLAN STAIR NOTES: PER IRC R311.1 • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO 5E I HOUR CONSTRUCTION. MAXIMUM RISE TO BE 1-3/4'. MINIMUM RUN TO 5E 10'. MINIMUM HEAD HEIGHT TO BE V-8'. MINIMUM STAIR WIDTH TO 5E 36'. • PROVIDE CONTINUOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND 50TTOM TREAD. PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36' HIGH W/ CLEAR SPACE HANDGRIP PORTION OF HANDRAIL SHALL 5E NOT LESS 1 1/4' NOR MORE THAN 2' IN CROSS SECTIONAL DIM. • WINDING TREADS PER IRC R311.132.1 SPIRAL STAIRS PROVIDE MIN 1 1/2' RUN • A POINT 12' FROM WHERE TREAD IS NARROWEST PER IRC 8311.1.10.1 / CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. / PICKETS PER IRC / ON OPEN SIDE I' PT RISERS P.T. 2X12 TREADS TO STRIP ' MIN. L EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE EAVES WITHIN V-0' OF PROPERTY LINE PER IRC 302 E TABLE 8302.1 PER IRC 302 4 TABLE 8302.1 H I HOUR �1RE-RE!515TI\/E DETAILS J ATTIC VENTILATION AT LEAST 4096 4 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED COMPOSITION ROOF W/ 30" INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL RDDF FLASWINn TD BE MIN_ 26 nA 4' DIA. PEi;i�F. PIPE ` U I L Lo) I I (2;7 ' Coop I I U PEA GRAVEL FILL WRAP W/ FILTER FABRIC HU212 MTL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS EXTERIOR HL 35 ANGLE SUPPORT TYPICAL STAIR DETAIL AND NOTES TYPICAL EXTERIOR WALL: (2)1x6 TOP PLATES 2x6 STUDS 61 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD 4 POST NO SCALE FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • 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 CONGEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. 8302.1. 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. HANDRAIL TO BE PRESENT ON 4' SPHERE SHALL ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS NOT PASS THROUGH +4 SHALL HAVE CIRCULAR CROSS SECTION 'wa VD OF 11/4' MIN. t 2' MAX. EDGES SHALL HAVE A MIN. RADIUS OF t-6'. G. ALL REQUIRED GUARDRAILS TO BE 36' MIN. IN HEIGHT. OPENINCsS FOR REQUIRED GUARDS ON ♦♦♦ THE SIDES OF STAIR TREADS SHALL NOT ♦ ALLOW A SPIRE 4 INCHES (102mm) TO PASS TWROUGH. 7Mx-11/4' MAX g NOSING JST. PER PLAN �m e g �N� CU Z':• a F FULE 05L. JST A ECS a � N N ' 10' MIN 10 TIE AT EA STRINGER SPHERE �OUGH TO PASS TTHR6' OPENING 1K F Is BELOW STAIR INSTALL V_' GWB • CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKNG 0 MID -SPAN AND N STUD WALLS ALONG AND N LIFE NOTCH STRINGERS FOR WITH STRNGERS IF AREA UNDER CONT. 2X4 THRUST BLOCK STAIRS IS UNFNISHED 2X4 THRUST BLOCK JST. OR 5LK Cs BELOW W/ 16d NAILS • 12' O.G. TO THRUST GLOM INTERIOR DECK JOISTS PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS EXTERIOR HL 35 ANGLE SUPPORT TYPICAL STAIR DETAIL AND NOTES TYPICAL EXTERIOR WALL: (2)1x6 TOP PLATES 2x6 STUDS 61 16' O.G. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD 4 POST NO SCALE FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • 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 CONGEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. 8302.1. 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. 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: LS2-2394-2L F_ Date: 1-18-23 r1 J z ® 'wa VD N w °° ❖ zM ♦♦♦ E p4 ♦ E Woo U "ca � 00 .•. v� C4 00 A, e g �N� CU Z':• a a � N N 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L F_ Date: 1-18-23 r1 J ❑ — — — — — — — — — — — — ❑ LOWER I�LOOiz ELEGTRIGAL PLAN 1/411=11-011 /411=11—O11 MAIN FLOOR ELECTRICAL PLAN 1/411=11-011 /411=11—O11 INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. 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: LS2-2394-2L F_ Date: 1-16-23 �1 Z LA ®°` 6e � � I7r ♦♦♦ ♦ pp�� m Go ~ � 00 A yN g z N N ♦ 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L F_ Date: 1-16-23 �1 ❑ — — — — — — — — — — — — ❑ LOWER I�LOOiz ELEGTRIGAL PLAN 1/411=11-011 /411=11—O11 MAIN FLOOR ELECTRICAL PLAN 1/411=11-011 /411=11—O11 INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. UP 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: LS2-2394-2L F_ Date: 1-16-23 10. Z LA ®°` 6e � � I7r ♦♦♦ ♦ pp�� m Go ~ � 00 A yN g z N N ♦ UP 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: LS2-2394-2L F_ Date: 1-16-23 10. �RCN7 ELEVATION 1/4"=1'-O" OPTIONAL 3 -GAR GARAGE 6.44 SQ. PT, LEFT ELEVATION /4"=1'—O" Z c) 3 ww_ .;. Z_ A 0 E00 V] N a0 00 A zton gyN a N N 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS2-2394-2L F_ Date: 1-16-23 IF OPTIONAL ROOF FRAMING PLAN 1/411=11-011 /411=11—O11 (2) SI W/ HE ROD (TYP 6x6 P.T. POST l EPG GAP 4 GB: OPT101VAL 3 -CAR GARAGE 044 SQ. PT. P.T. 4XIO OPT I ONAL MAIN FLOOR FRAM I NG PLAN 1/4"=1'-O" fo 0 OPTIONAL I=OUNnATION PLAN 1/4"=1'-O" Z c) w w� A 0 E 00 V] N 00 a0 A gyN tonN N C-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: LS2-2394-2L F_ Date: 1-16-23 12 GENEfRAL eT L�CT AL I COT e 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 P5F 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 II, EXPOSURE B, K = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY- D Ss = 1.5 - IBC FIGURE 1613311) 51*=1.0,1E=1.0,R=6.5 Cs = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING 5UWACE5 SHALL BE INSPECTED BY A 501L5 ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFOW 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 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/290 ±15% BY VOLUME. MAXIMUM SIZE OF AGGREGATE 15 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 (N = 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" TIMFER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DFI2 OR BETTER P05T5 DF*2 OR BETTER 2x FRAMING HFO2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE A-301, BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMFER: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. FREFAFRICATED 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 J015T WEYERHAEUSER (MICROLAM - Fb = 2,600 P51, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER FEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON TO TOP PLATE AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d a 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 ed 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 0 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 '51MP5ON' L5TA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND ed COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO 5TIFFENER5 OR RAFTERS WITH ed 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 TRU55 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 TRU55404RU55 CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON 51TE FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORW, 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 5NE,4R UJ,4LL 5CNEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR FOLTS (3) REMARKS (4, 5) 1/2" CDX ad 6 6" O.C. 5/8" a 60" O.C. QaII = 230 PLF OR OSB ANCHOR BOLT w/ 3" x 3" x1/4" MAX. 1/2" CDX ad a 4" O.C. 5/8 32" O.C. QaII = 350 PLF OR OSB SIZE AND SPACING. USE Ns" # PLAN. USE ad 6 6" O.G. 1/2" CDX ed a 3" O.C. 5/8" 1(0" O.C. QaII = 450 PLF C OR OSB EDGE NAILING UNA. USE 3x STUDS AT STHD HOLDOWN FINISH ABUTTING PANEL EDGES 4 GRADE STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" X " ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED W 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 TAE 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 51MP50N 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 1; 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 HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH A5TM A153. EDGE OF PLATE WASHE TO EXTEND TO WITHIN 1/2" OF SHEATHED SIDE OF BOTTOM PLATE. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH AFgPA SDPWS TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d o 12" O.C. STAGGERED. V STEM WALL a a a ° 2'-0" a a ° ADD �4 J BAR FOR a STEPS EXCEEDING 2'. all MAX. I MAX. CONTINUOUS FTG. MINIMUM REINFORCEMENT I STEPPED FOOTING DETAIL 81.0 SCALE: 3/4" . p -m" SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING SEE ARCH FOR DECKING DTT1Z DECK TIE a 48" O.C. ALIGN w/ FLOOR TRUSS. SEE SIMPSON PRODUCT GUIDE FOR INTSTALLATION DETAILS 16d 6 8" O.C. SOLE PLATE NAILING. tx CONTINUOUS RIBBON /—SUBFLOOR PER PLAN NOTE: SEE ARCH FOR FLASHING 4 TRESHOLD CONDITION. JOIST PER PLANS / FLOOR FRAMING LUS 'Z' TYPE J/ PER PLAN JOISTHANGER I3/4" LVL BLOCKING. 2x PT LEDGER w/ (2) ROWS TIMBERLOK SCREW ANCHOR e 16" O.C. 2x FRAMING PER PLAN 3 FLOOR FRAMING CONNECTION G DECK s10 SCALE: 3js" • I'-0" W_ 4x10 (TYP. OF 2) MSTC40 HOLDOWN. ALIGN WITH EMBEDDED STHD TYPE HOLDOWN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE UNA. on Ibd a 16" O:C. SOLE PLATE NAILING. 3/4" SUBFLOOR �(3) 8d JOIST -TO -TOP PLATE UNA. MAINTAIN MIN. lie" END DISTANCE. 2 x 6 STUD a 16" O.C. USE -DBL STUD a ENDS OF SHEAR WALLS 4 HOLDOWNS. 6'-0" 2x PT SILL w/ 5/s" OANCHOR MAX. _BOLT 4 3" x 3" x 1/4" WASHER AT V-0" O.C. UNA. (ALT. MASA is 48" O.C) STHD TYPE HOLDOWN PER PLAN. -04 BAR 9 10" O.C. - HORIZ (36" .04LBAR s 16" OL. - VERT. FINISH GRADE 04 BAR CONTINUOUS - (IS" MIN.) (TYP OF 2) pD D p F.- � 8" CRIPPLE WALL WITIH BACKFILL FOUNDATION 810,J SCALE: 34" . P-0" 16d s 16" O.C. SOLE SEE ARCH. FOR INSULATION PLATE NAILING. AND THERMAL BREAK 3/4" SUBFLOOR (3) 8d JOIST -TO -TOP MSTC40 HOLDOWK ALIGN PLATE 1 EN DISTANMAINTAICE. Ids" END DISTANCE. w/ EMBEDDED STHD TYPE 14OLDOU N BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING ' 2x STUD PER PLAN. USE DBL STUD a ENDS OF SHEAR WALLS 4 HOLDOWNS. ANCHOR BOLT w/ 3" x 3" x1/4" MAX. WASHER SEE SCHEDULE FOR SHEATHING 4 NAILING PER SIZE AND SPACING. USE Ns" # PLAN. USE ad 6 6" O.G. AT 60" O.C. UN.O. II EDGE NAILING UNA. STHD HOLDOWN FINISH PER PLAN. GRADE 04 BAR 0 12" O.C. - VERT. 04 BAR 9 10" O.C. - HORIZ MAX SLAB ON GRADE PER PLAN. MIN (COMPACT FILL 9 SIM) 6'-0" MAX FINISH _ GRADE 04 BAR CONTINUOUS 1'-4" MIN. 8„ p D p (TYP. OF 2) D � 8" 1'-4"� 2,a CRIPPLE WALL WITIH BACKFILL FOUNDATION 810 SCALE: 34" = P-0" COPYRIGHT 2023, SEGA ENGINEERS W U� 0 ]z 0 0 m co O coM a b a cq 0 cq w rn 0 M cq cq omm cog F®r JOB 11-005 RATED SHEATHING PER PLAN ad a 6" O.C. NOTE: 16d a 16" O.C. SOLE (4" O.C. SIM.) 1'/211 RATED SHEATHING w/ TRUSS TO DEVELOP PLATE NAILING. Sd 6 4" O.C. TO FRAMING STAGGERED SHEATHING CAPACITY OF CONNECTOR SUBFEOOR PER PLAN � cmv � (3) Sd JOIST -TO -TOP PER PLAN. EXTEND OVER HI FRAMING ANCHOR O ' TRUSS PER PLAN 2x VENTED BLOCKING. 2x CONTINUOUS RIBBON PLATE U.N.O. MAINTAIN EACH TRUSS. USE H10A-2MIN. 1�i2" END DISTANCE. LL ad 6" O.G. At DBL TRUSS. GABLE END TRUSS. I DBL 2x TOP PLATE. MSTC HOEDOWN -1 w w (BEAM At SIM.) STRAP PER PLAN N N Q A35 48" O.C. SHEATHING 4 NAILING PER PLAN. 2x VENTED BLOCKING. TRUSS PER PLAN DBL 2x TOP PLATE. LAP (USE 24" O.C. At SIM.) CONNECTOR STRAP SPLICE t0 OCCUR ON COMMON ENE) NAIL t0 TRUSS 6 DBL 2x TOP PLATE. LAP SPLICE SPLICE 4'-0" MIN. 4 NAIL w/ PER PLAN. MEMBER OR BLOCKING EACH END w/ (2) 8d. 4'-0" MIN. NAIL w/ 16d 4" O.C. 16d 6" O.C. STAGGERED. 2x BRACE PER TRUSS SUPPLIER NOTE: STAGGERED. ADD L5TA24 t0 OR e 48" O.C. SECURE w/ A34 INSTALL CONNECTOR PRIOR FLOOR TRUSS WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING PER EACH END. ADD 2x STIFFENER PER PLAN PER PLAN OR SCHEDULE. PLAN OR SCHEDULE. SPLICE WHEN LENGTH EXCEEDS 12". 2x STUD (NOT SIM) t0 PLACING COMMON TRUSSES 2x FRAMING PER PLAN. SPLICE t0 OCCUR ON COMMON 2x FRAMING PER PLAN.2x DBL TOP PLATE. LAP SPLICE TO OCCUR ON COMMON (BEAM tv SIM.) o MEMBER OR BLOCKING MEMBER OR BLOCKING.\ -4'-O" MIN. 4 NAIL w/ 16d 6 4" b ' 2x FRAMING PER PLAN.O.C. STAGGERED.co (HEADER 's SIM.) w a tw 1 T''PIGAL ROOF FRAMING CONNECTION 2 ROOF FRAMING GAE3LE END 3 DRAG 5TRUT CONNECTION 4 TYPICAL FLOOR FRAMING CONNECTION .a a 52.0 SCALE: I" = 1'-0" S2 0 SCALE: I" = 1'-0" 52.0 SCALE: I" = 1'-0" S2 0 SCALE: I" = 1'-0" C 4� b U � MSTC HOLDOWN 16d 6" O.C. SOLE FLOOR TRUSS PER PLAN STRAP PER PLAN PLATE NAILING. a" (3)16d t0 TRUSS WEB (TYP.) SUBFLOOR PER PLAN co DBL 2x TOP PLATE '/2" SHEATHING w/ Sd Sd 6 4" O.C. 2x RIBBON NAILER (TYP) SUBFLOOR PER PLAN 6" O.C. EDGE NAILING. 2x FRAMING w/ (3) SHEATHING 4 NAILING PER 8d tv 4" O.C. HDR PER PLAN. (NOT MANF PANEL) 16d t0 TRUSS WEB PLAN OR SCHEDULE. STAGGERED 16d 4" O.C. SHEATHING 4 NAILING >< 50LE SOLE PLATE NAILING. PER PLAN. PANEL EDGES TO OCCUR ON COMMON ri a • � 2x BLOCKING w/ Z2 CLIP --- ----------- MEMBER OR BLOCKING. ------- SUBFLOOR PER PLAN � ' ' ' 1 ' ' EACH END t0 FLOOR TRUSS i02 • i TRUSS PER PLAN --\, � � � 3x BLOCKING. EXTEND � � (2) BAYS (24" MINIMUM) II - - - - - �- OR t0 CORNER rn FLOOR TRUSS (TYP) TRIMMER StUp(S)'/2" SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN. PER PLAN CQ cQ cQ 8d a 6" O.C. EDGE NAILING OR (BEAM AT SIM) 'i2" SHEATHING INFILL BLOCKING I MANUFACTURED BLOCKING PANEL. w/ ed 6 6" O.C. EDGE NAILING. ADD VERTICAL FOR (NOT At MANF. BEOCING PANEL) I ' ' 16d 6 4" O.C. HOEDOWNS PER PLAN KING STUD 16d 6 4" O.C. I I I SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. I' 11/2" RATED SHEATHING 4 5 FLOOR FRAMING INTERIOR 5HEAR WALL FRAMING AT 5HEAR WALL i FLOOR FRAMING CANT. J015T NAILING PER SCHEDULE. S2 0 SCALE: I" = I'-0" 52 0 SCALE: I" = I'-0" S2 0 SCALE: I" = I'-0" LSTA STRAP PER ' PLAN (TYP). I 2x SILL PLATE ad 6" O.C. 2x BLOCKING w/ (3) 8d TOE -NAIL t0 4x BEAM 4 ' — - - — ----------- (2) ed t0 JOISTS. T -- .- ---' ---- * =-- SUBFLOOR PER PLAN - - - - JOIST PER PLAN I 16d 6" O.C. SOLE 2x NAILER OVER 2x Pt (2) ROWS 10d 4" O.C. ! 3x BLOCKING PLATE NAILING. 2x4 w/ (8)16d At5i "Oi ANCHOR SILL w/ a SUBFEOOR PER PLAN (TYP) ed 6 6" O.C. UNO 2x4 GUSSET EA BEAM PLICE. BOLT 6 16" O.C. SIDE w/ (8) 16d (NOT A METAL CAP) 8 5HEAR WALL FORCE TRAN5FER DETAIL SUBFLOOR PER PLAN (ALT. METAL CAP) ,. D7\ 52.0 SCALE: I" = 1'-0"SHEATHING 4 NAILING PER PLAN OR 4x4 PT POST NOTE, SCHEDULE (4x6 At SPLICE) + + + DO NOT BACKFILL UNTIL SLAB JOIST PER PLAN OR (2) MAB ANCHOR 16" ON GRADE, UPPER FLOOR I BAY BLOCKING a 16" O.0 LSTA24 STRAP FLOOR TRUSS (,ALT. A34 ANCHOR MIN. SHEATHING, AND LOWER FLOOR w/ (12) 8d t0 SUBFLOOR (FAR SIDE) 1611 :z� PER PLAN tW0 SIDES) 1211 WALL SHEATHING ARE .�lo X_ \ 6� FPLAN—\ MIN. INSTALLED PER PLAN. I SHANGER UPPLIER Y TRUSS 2x TOP PLATE MINIMUM NAIL SHEATHING t0 HDR FTG PER PL D I!I HDR PER PLAN. EXTEND w/ Sd 6 3" O.C. EACH WAY. : GIRDER / END TRUSS ° 4 OVER PANEL t0 KING STUD. PER PLAN (6) 16d KING STUD t0 FINISH GRADE D 'I ; ; ; ; * * HEADER r . *: LLI g 5HEAR WALL FRAMING ,AT FLU5H SEAM 10 FLOOR FRAM INCA ,AT CRAWL 5PACE I � +� 't- + � c� 05 BAR 6 8" O.C. - VERT. ' � �;� 2x KING STUD w/ 2x u � s2 0 SCALE: 1° = I' -m° s2 0 SCALE: 1° = I' -m° 9 -0 FASTEN TOP PLATE TO CRIPPLE STUD \ SII I' HEADER w/ (2) ROWS l' i * / #4 BAR 10" O.C. - HORIZ. 16d At 3" O.C. .; :i 4x BLOCKING 6 MIDDLE 16d 6 16" O.C. SOLE 'I * 'i '`` 24" IF REQUIRED. 2x STUD PER PLAN. USE MINIMUM PLATE NAILING. - C' :i:' ito a I 10'-0" MAX. •,•F* ., .* ** ** * 1*' 2x STUD PER PLAN. USE DBL (2) 2x STUD � ENDS OF SHEAR � �5 L� BAR t0 MATCH VERT REfNF. � (8 0 � SIM) 3 �� I I II :='='=' I STUD At END OF SHEAR WALLS WALLS 4 HOLDOWNS. SEE SHEAR 4 SHEATHING I - •*; ;� : 4 HOLDOWNS. SEE SHEAR WALL WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x1/4" II SEE ARCH. FOR INSULATION *,•; *� ��2" RATED SHEATHING 124/0 EXP U. SCHEDULE FOR 3x STUDS. WASHER SEE SCHEDULE FOR 'I AND THERMAL BREAK.::; ': NAIL w/ (2) ROWS Sd 3" O.C. At SHEATHING 4 NAILING PER SHEATHING 4 NAILING PER SIZE 4 SPACING.USE 5%4 At 44 FTG DRAIN l2) 2x CRIPPLE *.i '* PANEL EDGES. PLAN OR SCHEDULE PLAN. SPLICE t0 OCCUR �I `�*i i,1 ON COMMON MEMBER 60" O.C. U.N.O. I STUDS. .i.! �.� 4" SLAB ON GRADE OVER OR BLOCKING. 2x Pt SILL 'I * *� �* (2) 2x PLATE. (NAIL MIN. 6 MIL VAPOR BARRIER I' VARIES :I: #4 AR - NORIZ. �I '' *�* SHT'G TO EA PLATE) FINISH GRADE OR ` � ° �° 6" MIN. (NOT S.O.G.) 811 'I' c� r ' SLAB ON GRADE �! 12" MAX. ' TOP OF STEM WALL ' FINISH GRADE I STHD HOLDOWN PER PLAN. 811 # F';; -` ' * * _� 2x Pt SILL w/ ANCHOR BOLT (S.O.G. 9 SIM.) 4 BAR CONT. (TYP.) ELEV. VARIES II !! STND HOEDOWN a ' 4 3" x 3" x 1/4 WASHER PER 04 L BAR 24" O.C. - VERT. 1'-611 PLAN a PLAN OR SCHEDULE. USE 11 FOUNDATION AT S,ASEMENT 5THD14 HOEDOWN UNO. 2x Pt SILL MIN. V14i 6 60" O.C. MIN. 1.611 MIN a ° s2 0 SCALE: Q1/," = 1'-0" (2) 5%4 ANCHOR BOLT w/ MIN. 4 0 MAX. #4 BAR CONTINUOUS EMBEDMENT 4 3 x 3 x i411 AL ' 8110 . --04! BAR 24" O.C. -VERTICAL 811 p GALVANIZED lE WASHER R CON. #4 BAR T O � � II 811 �� FOUNDATION PER PLAN. MIN. 8 THICK STEM WALL w/ (TYP.) 8 04 BAR HORIZ. TOP 4 BOTTOM. 1'-4" 1'-411 12 PORTAL FRAME PANEL 52,20001 13 FOUNDATION AT 5LA5 ON GRADE FOUNDATION AT CRAWL 5PACE s20 SCALE: NONE 52.0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" COPYRIGHT 2023, 5EGA ENGINEERS JOS 11-088