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BLDG 2 PERMIT SET- YELM APT- SCHUURVARIES (5) 16 UNIT CBU MAILBOX CLUSTER 20.00' (TYP) 26' 20.00'26'20' 20.00' 26' 20.00'26'20' 5' 9.00' (TYP) 9' (TYP) 9' (TYP) 20.00'26' 26'20' 5' 20.00' 26' VARIES 30.00' VARIES VARIES 74.75'74.75' 74.75'74.75' BLDG 1 ACCESSIBLE PARKING STALLS 5' SIDEWALK (TYP) 5.00' 8' SIDEWALK 8' SIDEWALK 11.13'12.67' 21.79' 11.13' TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLANS TRASH ENCLOSURE. REFER TO ARCHITECTURAL PLANS ROAD A ACCESSIBLE PARKING STALLS ACCESSIBLE PARKING STALLS 5' SIDEWALK TAHOMA BLVD.20.00' (TYP) 8.40' 19.11' 11 10 11 10 10 10 10 10 20 9 2020 20 9 OPEN SPACE (BY OTHERS) 23.65' 8.00' 7.68' 39.33' 30.00' 5 C2.1 5 C2.1 5 C2.1 BLDG 2 THIS PERMITΔ85.75' 39.33' 89.79' 21.79'106.20' 94.46' 94.47' 84.40'89.29' 161.39' 93.31' 93.31'88.44' AS.1 BLDG 4 BLDG 3 BLDG 2 THIS PERMIT GENERAL PROJECT NOTES GENERAL CONSTRUCTION NOTES A0.2 EX EX EX EX EX TYPICAL FIRE EXTINGUISHER NOTES · · · · EXHAU5T r-AN5 Location Minimum CFM Kitchen fan 100 CFM / 25 CFM Bathroom fan 65 CFM ! 20 CFM Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Laundry fan 65 CFM / 20 CFM 070.5 1. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.G. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE REQUIREMENTS. 6. REFER TO APPROVED CIVIL SITE PLAN FOR SPECIFIC SIDEWALK 4 PARKING CONFIGURATION. 1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIE$ TO THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. 8. VERTICAL CLEARANCE SHALL BE 80 INCHES MIN. PROVIDE METAL RAIL OR OTHER BARRIER TO BE PROVIDED WHEN THE VERTICAL CLEARANCE IS LESS THAN Sm INCHES. THE LEADING EDGE OF BARRIER SHALL BE MAX 21 INCHES ABOVE THE FLOOR LINE. PER IBC SEC 1003.3/ ICC A111.1 SEC 301.4 6 N N N � Z� O� UW VIAL L LE rz;Ir=ND � EXTERIOR WALLS- 1 HR WALLS 00 2X 6 STUDS tv 16" OC i a 1 WITH R-21 INSULATION. N SEE SHEET A5.1 FOR GALL -OUTS E O v EXTERIOR WALLS- 1 HR WALLS 2X 6 STUDS a 16" OC 2a WITH R-21 INSULATION, CfJ SEE SHEET A5.1 FOR CALL -OUTS CfJ INTERIOR PARTY SEPARATION WALL- DBL -1 HR WALLS SEE SHEET A5.1 FOR CALL -OUTS a 5'-6" 15-0" 20'-0" 8'-0" cel 777777 7777, INTERIOR WALLS- I HR WALLS- BRG 2'-6" 3'-0" 10'-5" 2'-42" 2'-22" 9'-102" 10'-2" 4'-0" 4'-0" 4 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. �. EACH SIDE, UNLESS OTHERWISE NOTED.2'_11 5'-12" 2'-42" 5'-9" 5'-9" SEE SHEET A5.1 FOR CALL -OUTS m r INTERIOR WALLS- NON BRG � 2 X 4 STUDS AT 16" O.G. WITH 5/6" GYP. BD. 6X6 P POSTS EACH SIDE, UNLESS OTHERWISE NOTED. W/ 12" BUILT-UP - 07) e STONE VENEER BASE w � f- c� 4� _LO Z� I Q d 10 :3 5/0 x 4/0 xo 5/0 x 4/0 xo LEGEND FIRE EXTINGUISHER LOCATION TO MEET IBC 906 REQUIREMENTS, FIE PROVIDE MIN IA:105:C FIRE EXTINGUISHER "ULINE" MODEL 5-9812 OR BETTER, PROVIDE "LARSEN'S" SURFACE MOUNTED FIRE EXTINGUISHER CABINET MODEL 24095M W/ FULL GLASS DR, LAMINATED SAFETY GLASS, VERTICAL DECAL LETTERING, AND LOCK 110V SMOKE DETECTORS TO BE INTERCONNECTED e HARD -WIRED W/ BATTERY BACK-UP PER 8314 S.D. 0 O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED4 C.M. HARD -WIRED W/ BATTERY BACK-UP PER 8315 V�5 G LleH71Ne N07r=5 ILLUMINATION NOTES: I. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS PER IRC 8303.6. 2. LUMINARIES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING SHALL BE HIGH EFFICIENCY LUMINARIES. EXCEPTION: IF NOT HIGH EFFICIENCY, LUMINARIES SHALL BE CONTROLLED BY A MOTION SENSOR($). PER WA STATE ENERGY CODE -505.3. 3. 5090 OF ALL INDOOR ILLUMINARIES(FIXTURES) SHALL BE HIGH EFFICIENCY. EXTERIOR WDW NOTES: R612.2 WHERE THE OPENINGS OF OPERABLE WINDOWS IS LOCATED MORE THAN 12" ABOVE FINISHED GRADE OR SURFACE BELOW THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND 24" SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4" SPHERE CAN NOT PASS, EXCEPTIONS: 1. WINDOWS WHOSE OPENINGS WILL NOT ALLOW A 3" SPHERE TO PASS THROUGH THE OPENING WHEN THE OPENING IS IN ITS LARGEST OPEN POSITION. 2. OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F2090. 0 I N 0 I 00 I 00 rn I ID 0 I I r7 N N n - N 1 12/6 x 414 csmt 2/6 xj4/q fx �^ W BEDROOM 2 BEDROOM 3 I 1 9'-0" GLG 9'-0" CLG 1 I 1 110V 110V za W Q Z L o 00 MSTR I I � 0/ z 9'-0" GLG I 1 (�3 O3 - - _ _ _ - Q LL J Z 5 Q J = I N V I 2 ® - -R&x41*)E es N I/2x � THTH IIOVRES Qi Q OLD 110V tiN 1 II O `i r STHTI A0.2 1 Z A4.1 4 - JI S.D. _ 31Ox&0 S.D. Ti"E mw - - 31 6x4 $SLR N1 = L O CLR •" 10 �� rn J J -6 3 SINK - -&TUB- - J (YI 9 EF - 0 I a I ® ��Ln W G. PAT10 LCLR INW- MM - - 1 3/1 x 6/8 W 1 --^� 4c) -i CASED OPG 1 Q12 O I + L 0 LO - A4.I 2 CLR MIN - 1 1/2" MAX V) _ 05' 0" 5'-5" 3'-7" a 5'-12„ 2 -8„ 1 2 3,_72„ 1, 2„ 4 7,_ „ OTHRESHOLD LL QO I T = 1/2" MAXz LO THRESHOLD J 110V 110V Q MIN 30" WIDE X 24" DEEP N ? 44.1 I I Z zz� I' -roll- ® O z � KNEE SPACE EA I F CL MINL - - J COM S.D. 13 Z SEE DETAIL 2 'i �� L � - - CQ 0-\ p4� �- 0.2 =v F G \ / -- X REFR 1 x--� \ 11 O UTILITY I L I INC ROOM KITCHEN RANGE/OVEN In 001 0 9'-0" GLG W/ HOPD I fi zA 1 c30LRx4 �- LSE SHT A0.1/ A0.2 OO 30x8EF o� IsW6RAN xE T 48 1 IO O L30c INK -1 I W t D I 6390 eW E F. V.T.O. GL REGISTERED 3 SH LF - JL - - _J AR¢1jIITCT I �/`�" V fAkRkDPETERSON r--fir--7 STATE OF WASHINGTON F__,. 2'-0' EXP: 09/30/22 2'-6" 3'-0" 28'-102" 7'-72„ 6'-6" 1. Contractor or builder must verify all dimensions RANGE/OVEN/ SINK/ REFRIGERATOR before proceeding with ICC/ANSI 4111.1-2009 REQUIREMENTS construction. -RANGE/ OVEN CONTROLS TO BE ON FRONT PANEL 2. This plan was designed to be marketed throughout -REFR/ FREEZER SHALL HAVE MIN 50% OF FREEZER many municipalities. The COMPARTMENT SHELVES 54" MAX ABOVE FLOOR purchaser must verify -TYPE A/ B UNITS TO HAVE COUNTERS 34" MAX ABOVE FLOOR' �/I f� DOR compliance with all local applicable building codes where the home is to be (UNIT A) THREE BEDROOM UNITS 1113 SF TOTAL UNITS (2) constructed. _ MAIN FLOOR PLAN- UNIT A PATIO 69 SF 3. Purchaser should have plans reviewed by a lic- (UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (2) ensed builder and strue t - ural engineer for compli- PATIO 10 SF ante to specific site con- -SEE SHEET AOR A02 FOR REACH RANGE ditions. 1/4A=1' -OA REQUIREMENTS 4. These plans should not -SEE SHEET A02 FOR BATHROOM FIXTURES 4 (UNIT C) ONE BEDROOM UNITS 130 SF TOTAL UNITS (2) be altered by other than a qualified arc i - GRAB BAR REQUIREMENTS PATIO 10 SF sdes nral, tect, or PLAN Na (UNIT D) TWO BEDROOM UNITS 1113 SF TOTAL UNITS (2) MDTH-15�o PATIO 69 SF DATE STAIRWAY/ WALKWAY I 541 SF STAIRWAY/ WALKWAY 2 541 SF 05/29/2021 I�7 EXHAU5T r-AN5 Location Minimum CFM Kitchen fan 100 CFM / 25 CFM Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Laundry fan 65 CFM / 20 CFM N07F.5 1. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 8 SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.G. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE REQUIREMENTS. 6. REFER TO APPROVED CIVIL SITE PLAN FOR SPECIFIC SIDEWALK d PARKING CONFIGURATION. I. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. 8. VERTICAL CLEARANCE SHALL BE 80 INCHES MIN. PROVIDE METAL RAIL OR OTHER BARRIER TO BE PROVIDED WHEN THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES. THE LEADING EDGE OF BARRIER SHALL BE MAX 21 INCHES ABOVE THE FLOOR LINE. PER IBC SEC 1003.3/ ICC A111.1 SEC 30-1.4 LEGEND FIRE EXTINGUISHER LOCATION TO MEET IBC 906 REQUIREMENTS, FE PROVIDE MIN IA:105:C FIRE EXTINGUISHER "ULINE" MODEL 5-9812 OR BETTER, PROVIDE "LARSEN'S" SURFACE MOUNTED FIRE EXTINGUISHER CABINET MODEL 24095M W/ FULL GLASS DR, LAMINATED SAFETY GLASS, VERTICAL DECAL LETTERING, AND LOGK 110V SMOKE DETECTORS TO BE INTERCONNECTED E HARD -WIRED W/ BATTERY BACK-UP PER 8314 S.D. O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED4 C.M. HARD -WIRED W/ BATTERY BACK-UP PER 8315 Y �5 C L I eH71 Ne N07r=5 ILLUMINATION NOTES: I. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS PER IRC 8303.6. 2. LUMINARIES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING SHALL BE HIGH EFFICIENCY LUMINARIES. EXCEPTION: IF NOT HIGH EFFICIENCY, LUMINARIES SHALL BE CONTROLLED BY A MOTION SENSOR(S). PER WA STATE ENERGY CODE -505.3. 3.509c OF ALL INDOOR ILLUMINARIES(FIXTURES) SHALL BE HIGH EFFICIENCY. EXTERIOR WDW NOTES: R612.2 WHERE THE OPENINGS OF OPERABLE WINDOWS IS LOCATED MORE THAN -12" ABOVE FINISHED GRADE OR SURFACE BELOW THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND 24" SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4" SPHERE CAN NOT PASS. EXCEPTIONS: 1. WINDOWS WHOSE OPENINGS WILL NOT ALLOW A 3" SPHERE TO PASS THROUGH THE OPENING WHEN THE OPENING IS IN ITS LARGEST OPEN POSITION. 2. OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F2090. EXTERIOR WALLS- 1 HR WALLS 2X 6 STUDS a 16" OC 1 WITH R-21 INSULATION. SEE SHEET 45.1 FOR GALL -OUTS EXTERIOR WALLS- I HR WALLS 2X 6 STUDS a 16" OC za WITH R-21 INSULATION. SEE SHEET A5.1 FOR GALL -OUTS 1 INTERIOR PARTY SEPARATION WALL- DBL -1 HR WALLS 4'-0" SEE SHEET A5.1 FOR GALL -OUTS 3 INTERIOR WALLS- I HR WALLS- BRG 4 2 X 4 STUDS AT 16" O.G. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. SEE SHEET A5.1 FOR GALL -OUTS INTERIOR WALLS- NON BRIG 2 X 4 STUDS AT 16" O.G. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. ua L Q Q� � Q ILU D r 4'-0" `a e i I I I I I I � O N 1'=1'-O /4 A 2'-44„ �. P,4T10iTNREMSAH LD sG I 1 A4.1 6/0 x 4/0 xlox 2 LIVING ROOM 9-0" CLG Z I � O N 12" MA MIN 30" WIDE X _ HRESH LD _J24" DEEP KNEE SPACE AREA II REFR SEE DETAIL 04 II �2RANGE/OVEN - W/ HOOD � 30x481 GLR O � RANCI"sE � i < > OI E.F. I C14 K I TGHEN J SEE SHT A0.1 N 30x48 , 11 CLR -a SINK DW \/ o — � N 102„ 35'-1 " 10'-22" � 5'-01" 5/0 x 4/0 xo BEDROOM 2 9'-0" CLG 5'-7" 4'-10" lO S.D. 13 �\ 5'-5" 10'-112" 5/0 x 14/0 xo MSIR BEDROOM 9'-0" CLG 5'-10" bF04 R R45 �/ _ 9 77 — -I- 6 — �6'-5" 110V 110V I I I O O S.D. c.M. 77\\" O 10 UI Ir_r LiTM GLLR8 1 L W/D J L----S— F_ D— W V.T.O... E.F. .L — — J�HELF J v 10'-32" 3'-102" 6'-112" 35'-1 " BATH 60" TUB w/ SHOWER RANGE/OVEN/ SINK/ REFRIGERATOR IGC/ANSI A111.1-2009 REQUIREMENTS -RANGE/ OVEN CONTROLS TO BE ON FRONT PANEL -REFR/ FREEZER SHALL HAVE MIN 50% OF FREEZER COMPARTMENT SHELVES 54" MAX ABOVE FLOOR -TYPE A/ B UNITS TO HAVE COUNTERS 34" MAX ABOVE FLOOR MAIN FLOOR PLAN- UNIT B -SEE SHEET AO.1/ A02 FOR REACH RANGE REQUIREMENTS -SEE SHEET A02 FOR BATHROOM FIXTURES E GRAB BAR REQUIREMENTS 5'-2" 8'-g2„ 0 i N Ln 0 I Ln N r Ln 0 i in 0 i 0 i4fR,45 M,4f lel fL00fR (UNIT A) THREE BEDROOM UNITS 1113 SF TOTAL UNITS (2) PATIO 69 SF (UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (2) PATIO 10 SF (UNIT C) ONE BEDROOM UNITS PATIO (UNIT D) TWO BEDROOM UNITS PATIO STAIRWAY/ WALKWAY 1 STAIRWAY/ WALKWAY 2 -130 SF TOTAL UNITS (2) _10 SF 1113 SF TOTAL UNITS (2) 69 SF 541 SF 541 SF cel 1$� CSI 1� LU W +, 07) O S�D N :3 o U:3 c� 0� VJ 'W VJ Z� W Q Z BOO Q W Z Q > 300 Z Q a Q W J oC m O TOLO 0 2 V) LL Q 0 L0 Z CQ G 6390 REGISTERED A TF/`c' ' ARK D. PETERSON STATE OF WASHINGTON EXP: 09/30/22 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 riaty Na MDTH-156 DATE 05/29/2021 EXHAU5T r-AN5 Location Minimum CFM Kitchen fan 100 CFM / 25 CFM Bathroom fan 65 CFM ! 20 CFM Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Laundry fan 65 CFM / 20 CFM -REFR/ FREEZER SHALL HAVE MIN 5090 OF FREEZER IV®7F.5 I. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 8 SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.G. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE REQUIREMENTS. 6. REFER TO APPROVED CIVIL SITE PLAN FOR SPECIFIC SIDEWALK d PARKING CONFIGURATION. -1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIE$ TO THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. 8. VERTICAL CLEARANCE SHALL BE 80 INCHES MIN. PROVIDE METAL RAIL OR OTHER BARRIER TO BE PROVIDED WHEN THE VERTICAL CLEARANCE IS LESS THAN Sm INCHES. THE LEADING EDGE OF BARRIER SHALL BE MAX 21 INCHES ABOVE THE FLOOR LINE. PER IBC SEC 1003.3/ ICC A111.1 SEC 30-1.4 LEGEND FIRE EXTINGUISHER LOCATION TO MEET IBC 906 REQUIREMENTS, FE PROVIDE MIN IA:105:C FIRE EXTINGUISHER "ULINE" MODEL 5-9812 OR BETTER, PROVIDE "LARSEN'S" SURFACE MOUNTED FIRE EXTINGUISHER CABINET MODEL 24095M W/ FULL GLASS DR, LAMINATED SAFETY GLASS, VERTICAL DECAL LETTERING, AND LOCK 110V SMOKE DETECTORS TO BE INTERCONNECTED E HARD -WIRED W/ BATTERY BACK-UP PER 8314 S.D. 110V O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED4 C.M. HARD -WIRED W/ BATTERY BACK-UP PER 8315 V�5EC LleH71Ne N07r=5 ILLUMINATION NOTES: I. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS PER IRC 8303.6. 2. LUMINARIES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING SHALL BE HIGH EFFICIENCY LUMINARIES. EXCEPTION: IF NOT HIGH EFFICIENCY, LUMINARIES SHALL BE CONTROLLED BY A MOTION SENSOR($). PER WA STATE ENERGY CODE -505.3. 3.509- OF ALL INDOOR ILLUMINARIES(FIXTURES) SHALL BE HIGH EFFICIENCY. EXTERIOR WDW NOTES: R612.2 WHERE THE OPENINGS OF OPERABLE WINDOWS IS LOCATED MORE THAN -12" ABOVE FINISHED GRADE OR SURFACE BELOW THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND 24" SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4" SPHERE CAN NOT PASS, EXCEPTIONS: 1. WINDOWS WHOSE OPENINGS WILL NOT ALLOW A 3" SPHERE TO PASS THROUGH THE OPENING WHEN THE OPENING IS IN ITS LARGEST OPEN POSITION. 2. OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F2090. VNALL J. e ND EXTERIOR WALLS- 1 HR WALLS 2X 6 STUDS 6 16" OC 1 WITH R-21 INSULATION. SEE SHEET 45.1 FOR CALL -OUTS EXTERIOR WALLS- I HR WALLS 2X 6 STUDS a 16" OC za WITH R-21 INSULATION. SEE SHEET A5.1 FOR CALL -OUTS INTERIOR PARTY SEPARATION WALL- DBL -1 HR WALLS SEE SHEET A5.1 FOR GALL -OUTS 3 7=777 1777, INTERIOR WALLS- I HR WALLS- BRG 4 2 X 4 STUDS AT 16" O.G. WITH 5/6" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. SEE SHEET A5.1 FOR CALL -OUTS 2 X 4 STUDS AT 16" O.G. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. 0 I N LO 0 231 T N i� 00 C L--JL--J RANGE/OVEN/ SINK/ REFRIGERATOR W ICC/ANSI A111.1-2009 REQUIREMENTS ZC) -RANGE/ OVEN CONTROLS TO BE ON FRONT PANEL W �0O Q Z -REFR/ FREEZER SHALL HAVE MIN 5090 OF FREEZER Q COMPARTMENT SHELVES 54" MAX ABOVE FLOOR W -TYPE A/ B UNITS TO HAVE COUNTERS 34" MAX ABOVE FLOOR AREA& ; MAIN PL OOR (UNIT A) THREE BEDROOM UNITS 1113 SF TOTAL UNITS (2) PATIO 69 SF MAIN FLOOR PLAN- UNIT C (UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (2) PATIO 10 SF -SEE SHEET A0.1 FOR REACH RANGE WM ` OLO 1/4A=1'-0* REQUIREMENTS -SEE SHEET A02 FOR BATHROOM FIXTURES (UNIT C) ONE BEDROOM UNITS 130 SF TOTAL UNITS (2) GRAB BAR REQUIREMENTS PATIO 70 SF (UNIT D) TWO BEDROOM UNITS 1113 SF TOTAL UNITS (2) PATIO 69 SF STAIRWAY/ WALKWAY I STAIRWAY/ WALKWAY 2 541 $F 541 SF U Z Q M O O J LL 6 N N � Z� O� UW v0 E 0 cel CSI 1� +, 07) O S� N = 0 c) 0) ff- �0 REGISTERED A TF T/`c' ' ARK D. PETERSON STATE OF WASHINGTON EXP: 09/30/22 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 MAN Na MDTH-15(o DATE 05/213/2021 I� W ZC) W �0O Q Z Q � W Z QVJ Q \ W LL Q WM ` OLO W W 2 CV) Q O L0 �0 REGISTERED A TF T/`c' ' ARK D. PETERSON STATE OF WASHINGTON EXP: 09/30/22 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 MAN Na MDTH-15(o DATE 05/213/2021 I� EXHAU5T r-AN5 Location Minimum CFM Kitchen fan 100 CFM / 25 CFM Bathroom fan 65 CFM ! 20 CFM Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Laundry fan 65 CFM / 20 CFM BUILT-UP IVO7F.5 I. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.G. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE REQUIREMENTS. 6. REFER TO APPROVED CIVIL SITE PLAN FOR SPECIFIC SIDEWALK 4 PARKING CONFIGURATION. -1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIE$ TO THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. 8. VERTICAL CLEARANCE SHALL BE 80 INCHES MIN. PROVIDE METAL RAIL OR OTHER BARRIER TO BE PROVIDED WHEN THE VERTICAL CLEARANCE IS LESS THAN Sm INCHES. THE LEADING EDGE OF BARRIER SHALL BE MAX 21 INCHES ABOVE THE FLOOR LINE. PER IBC SEC 1003.3/ ICC AI11.1 SEC 30-1.4 WALL LEeEND EXTERIOR WALLS- I HR WALLS 2X 6 STUDS a 16" OG 1 WITH R-21 INSULATION. SEE SHEET A5.1 FOR GALL -OUTS EXTERIOR WALLS- I HR WALLS 2X 6 STUDS a 16" OC 2A WITH R-21 INSULATION. SEE SHEET A5.1 FOR GALL -OUTS INTERIOR PARTY SEPARATION WALL- DBL -1 HR WALLS SEE SHEET A5.1 FOR CALL -OUTS 3 INTERIOR WALLS- I HR WALLS- BRIG 4 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. SEE SHEET A5.1 FOR CALL -OUTS INTERIOR WALLS- NON BRG LEGEND FIRE EXTINGUISHER LOCATION TO MEET IBC 9O& REQUIREMENTS, FIE PROVIDE MIN IA:105:C FIRE EXTINGUISHER "ULINE" MODEL 5-9812 OR BETTER, PROVIDE "LARSEN'S" SURFACE MOUNTED FIRE EXTINGUISHER CABINET MODEL 24095M W/ FULL GLASS DR, LAMINATED SAFETY GLASS, VERTICAL DECAL LETTERING, AND LOCK 110V SMOKE DETECTORS TO BE INTERCONNECTED E HARD -WIRED W/ BATTERY BACK-UP PER 8314 S.D. O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED4 C.M. HARD -WIRED W/ BATTERY BACK-UP PER 8315 W J C LleH71Ne N07r=5 ILLUMINATION NOTES: I. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS PER IRC 8303.6. 2. LUMINARIES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING SHALL BE HIGH EFFICIENCY LUMINARIES. EXCEPTION: IF NOT HIGH EFFICIENCY, LUMINARIES SHALL BE CONTROLLED BY A MOTION SENSOR($). PER WA STATE ENERGY CODE -505.3. 3. 5090 OF ALL INDOOR ILLUMINARIES(FIXTURES) SHALL BE HIGH EFFICIENCY. EXTERIOR WDW NOTES: R612.2 WHERE THE OPENINGS OF OPERABLE WINDOWS IS LOCATED MORE THAN -12" ABOVE FINISHED GRADE OR SURFACE BELOW THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND 24" SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4" SPHERE CAN NOT PASS, EXCEPTIONS: 1. WINDOWS WHOSE OPENINGS WILL NOT ALLOW A 3" SPHERE TO PASS THROUGH THE OPENING WHEN THE OPENING IS IN ITS LARGEST OPEN POSITION. 2. OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM 2006 OR F2090. 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. 1 20'-0" 4'-0" ,, 4'-0" 1, 10'-1N„ I. 9,-1j„ 5'-9" 4'-8„ 15-0" 4'-7" 10'-5" -2,-42„ I- 5,-12„ 2' MAIN FLOOR PLAN- UNIT D -SEE SHEET AO.1 FOR REACH RANGE 1/40=1' -OA REQUIREMENTS -SEE SHEET A02 FOR BATHROOM FIXTURES 4 GRAB BAR REQUIREMENTS 1. Contractor or builder 6X6 PT POSTS must verify all dimensions W/ 12" S BUILT-UP construction. 4 STONE VENEER BASE to be marketed throughout many municipalities. The 5'-64" purchaser must verify r U1 cel 2'-34„ 3'_2j" O O applicable building codes where the home is to be I 4 CSI (UNIT A) THREE BEDROOM UNITS 1113 SF PATIO 69 SF TOTAL UNITS (2) 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- (UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (2) ural engineer for compli- ante to specific site con - 1� _10 SF 4� ditions. 4. These plans should not 61 be altered by other than a (UNIT C) ONE BEDROOM UNITS 130 SF O S�D PATIO 10 SF O4 N PLAN Na (UNIT D) TWO BEDROOM UNITS 1113 SF W\v 4LU MDTH-15(o M 69 SF U C) (P =3 ff- 1:0 5/0 x 4/0 xo 5/0 x 4/0 xo DATE STAIRWAY/ WALKWAY 1 541 SF 05/213/2021 STAIRWAY/ WALKWAY 2 541 SF 1 2/6 x /0 fx 2/6 x 4/0 csmt SEI7ROOM 3 � WIG � _ 9'-0" CLG 8'-0" CLG N 2A 71) O -----Io 110V OV 5'-11" 4'-10j" "5- IS.D.8 -82° MSTR2 ----Al --- O 9'-0" CLG 5 :j --- — — — — — I1211 �� N R8S — — — CLR MINI 3 T�'I `i I/2 THRES OLD _ _B L 56x601Ln SG 8�4T SEEI BHT �0� 7 m�_'\� 30x60 10 L 6LTUU5- J OGLR� in �0 .F. SINK 3/1 x 6/8 _ 4 GASSED OPG LJ F_ — /2 MAX THR S SaG - — — - —1%2" X MA THRESHOLD -1 — I O 4 9„ '-10" 4 3_2 5-12 3'-7" 1 �'-5" olO T 1 A4.1 z Ii MIN 30" WIDE X 24" DEEP 0 U L — CLR MIN KNE SPACE AREA ? - I� J �`� i 2 SEE DETAIL z O I I -----J — �REFR \X/ I -U_ 1'-6" TILITY O IIRANGE/OVEN / I- — — -I 00 LIVING ROOM 2A - t - m CLR KITCHEN 9'-O" CLG 100, 3bx48 - 1 O O R — — SEE SHT 40.1 °° � - - =J °° - 30) O O EF. CLR 8 J D A W L— -1 a SINK DW I V.T.O. F. I L --JL— S LF V 3 6'-6" 7,-72" 28'-102„ RANGE/OVEN/ SINK/ REFRIGERATOR ICC/ANSI 4111.1-2009 REQUIREMENTS -RANGE/ OVEN CONTROLS TO BE ON FRONT PANEL -REFR/ FREEZER SHALL HAVE MIN 50ro OF FREEZER COMPARTMENT SHELVES 54" MAX ABOVE FLOOR -TYPE A/ B UNITS TO HAVE COUNTERS 34" MAX ABOVE FLOOR MAIN FLOOR PLAN- UNIT D -SEE SHEET AO.1 FOR REACH RANGE 1/40=1' -OA REQUIREMENTS -SEE SHEET A02 FOR BATHROOM FIXTURES 4 GRAB BAR REQUIREMENTS 0 i WN �A CD Z C) x W Q e 00 � O Z x00 0 N _ _ Q u N ,1 J I - - T Q W 00 o a Q W J '•ONG. PA710 N N W N M / li O i-- O A4.1 O = V / �I L Q O LO N u J N Z T x T 0 - 0 00 x r 6390 REGISTERED jjj AR¢'�IT�/�' ARK D. PETERSON STATE OF WASHINGTON lDS2 2'-0 EXP: 09/30/22 3°-0" 2'-64" 1. Contractor or builder el must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The 5'-64" purchaser must verify cel 2'-34„ 3'_2j" O O applicable building codes where the home is to be I CSI (UNIT A) THREE BEDROOM UNITS 1113 SF PATIO 69 SF TOTAL UNITS (2) 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- (UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (2) ural engineer for compli- ante to specific site con - 1� _10 SF ditions. 4. These plans should not 61 be altered by other than a (UNIT C) ONE BEDROOM UNITS 130 SF O S�D PATIO 10 SF N PLAN Na (UNIT D) TWO BEDROOM UNITS 1113 SF i = MDTH-15(o M 69 SF U C) (P =3 ff- 0 i WN �A CD Z C) x W Q e 00 � O Z x00 0 N _ _ Q u N ,1 J I - - T Q W 00 o a Q W J '•ONG. PA710 N N W N M / li O i-- O A4.1 O = V / �I L Q O LO N u J N Z T x T 0 - 0 00 x r 6390 REGISTERED jjj AR¢'�IT�/�' ARK D. PETERSON STATE OF WASHINGTON lDS2 2'-0 EXP: 09/30/22 3°-0" 2'-64" 1. Contractor or builder el 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 O O applicable building codes where the home is to be I constructed. (UNIT A) THREE BEDROOM UNITS 1113 SF PATIO 69 SF TOTAL UNITS (2) 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- (UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (2) ural engineer for compli- ante to specific site con - PATIO _10 SF ditions. 4. These plans should not be altered by other than a (UNIT C) ONE BEDROOM UNITS 130 SF TOTAL UNITS (2) qualified designer, archi- tett, or structural engineer PATIO 10 SF PLAN Na (UNIT D) TWO BEDROOM UNITS 1113 SF TOTAL UNITS (2) MDTH-15(o PATIO 69 SF DATE STAIRWAY/ WALKWAY 1 541 SF 05/213/2021 STAIRWAY/ WALKWAY 2 541 SF EX EX EX EX EXEX TYPICAL FIRE EXTINGUISHER NOTES · · · · NOTES: EX EX EX EX EXEX TYPICAL FIRE EXTINGUISHER NOTES · · · · BAR C7A I L 'A' 2X12 2X4 5/4 X 6 ROOF FRAMING NOTES: 1. ALL HEADERS TO BE PER STRUCTURAL UNLESS NOTED OTHERWISE. END TRUSS 2. ALL OTHER TRUSSES- * SHALL CARRY MANUFACTURERS STAMP. * SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. * SHALL 5E INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. (LINE OF DRAFT STOP PER W55C 708.4.2 (4) rqDRAFTSTOPS REQUIRED AT MAX 3000 S.F. OR AT IEVERY 2 DWELLING UNITS ( WHICHEVER IS SMALLER) 3. NO TRUSS SHALL 5E FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4• PROVIDE ATTIC ACCESS MINIMUM 22"x30" WITH MINIMUM 30" HEADROOM. I LINE OF DRAFT STOP PER W65C 708.4.2 (4) ri DRAFTSTOPS REQUIRED AT MAX 3000 S.F. I OR AT EVERY 2 DWELLING UNITS l I WHICHEVER IS SMALLER) LINE OF DRAFT STOP PER W55C 708.4.2 (4) rA DRAFTSTOPS REQUIRED AT MAX 3000 S.F. OR AT I EVERY 2 DWELLING UNITS ( WHICHEVER IS SMALLER) A7710 VENTILATION GALGS ROOF A 2823 SF REQ. VENTILATION = 2823 SQ FT /300 = 9.4 S.F. = 1355 SQ. IN. PROVIDE 1/2 0 EAVES 4 1/2 Q/OR NEAR RIDGE= 677.5 SQ. IN. ROOF 5 2248 REQ. VENTILATION = 2248 SQ FT /300 = 7.5 S.F. = 1079 SQ. IN. PROVIDE 1/2 0 EAVES 4 1/2 Q/OR NEAR RIDGE= 539.5 SQ. IN. ROOF C 1560 REQ. VENTILATION = 1560 SQ FT /300 = 5.2 S.F. = 749 SQ. IN, PROVIDE 1/2 -9 EAVES 4 1/2 9/OR NEAR RIDGE= 374.5 SQ, IN, ROOF D 2808 SF REQ. VENTILATION = 2808 SQ FT /300 = 9.4 S.F. = 1355 SQ. IN. PROVIDE 1/2 Q EAVES 4 1/2 @/OR NEAR RIDGE= 677.5 SQ. IN. NOTE - FASTENERS FOR TREATED WOOD TO BE NOT -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 60io. - HOLES NO CLOSER THAN 5/5 INCH TO FACE OF STUD. ROOF PLAN SEE SHEET 44.1 FOR WALL/ FLR/ ROOF 455EM5LIE5 $ DETAILS VERIFY ALL 57RUG7URAL GALL -OUTS WITH 57RUG7URAL 57RUG7URAL DWC5 GOVERN 0 0 ro 0 0 ro z Q J EL LL 0 0 M W W Z0 WQ 0 W Q J J 0 Q M Q � � W 0 m Q 0 L0 T-1 J W 6390 REGISTERED ARQ'F�IT�� ARK D PETERSON STATE OF WASHINGTON FXh: ®9/30/22 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: MDTH-156 DATE 05/29/2021 rtzffilil c� LU W L- 00-- z Q J EL LL 0 0 M W W Z0 WQ 0 W Q J J 0 Q M Q � � W 0 m Q 0 L0 T-1 J W 6390 REGISTERED ARQ'F�IT�� ARK D PETERSON STATE OF WASHINGTON FXh: ®9/30/22 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: MDTH-156 DATE 05/29/2021 rtzffilil A2.1 GUARDRAIL 42" MIN HIGH PER I.B.C.-SEE STAIR DETAIL/ NOTES TYPE/STYLE PER OWNER MTL STAIR LANDINGS, PREFIN GALV (BLACK), OPTIONAL -4 X 12 PT BEAM W/ 2 X FRAMING " MIN II" MIN TREADS J2"I. - -'I MIN' � o M 4 FLOOR LIN TOP PLATE.I 4 X 12 PT BEAMS w/ 80' MIN CLR \\ 2 X FRAMING MI 4 X 12 PT BEAMS w/ HGT LINE T" MAX RISE 34" 11" MIN RUN 38" 2 X FRAMING MI VERTICAL CLEARANCE SHALL BE 80 INCHES MIN. PROVIDE METAL A 3/8"MAX VARIATIONS NOSING - RAIL OR OTHER BARRIER TO BE PROVIDED WHEN THE VERTICAL � 4 N FLOOR LIN TOP PLATE) STAIR NOTES: * STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM. * MAXIMUM RISE TO BE 7. MIN RISE TO BE 4" * MINIMUM RUN TO BE II". (RISER OR TREAD MAX DIFFERENTIAL 3/8") * MINIMUM HEAD HEIGHT TO BE ro'-8" * MINIIMUM STAIR WIDTH TO BE aro" * PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. * HANDRAIL EXTENSIONS SHALL RETURN TO WALL, GUARD, TO THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT * HANDRAIL REQUIRED ON EACH SIDE OF STAIRS, TYPICAL * PROVIDE GUARD RAILS AT LANDINGS MINIIMUM 42" HIGH * HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 1 1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIM. * NOSING MIN. 3/4" MAX 1-1/4" REQ'D ON STAIRS WITH SOLID RISER. BEVELING OF NOSING MAX 1/2" * HANDRAILS MUST BE STRONG ENOUGH TO RESIST 200 POUND POINT LOAD IN ANY DIRECTION. * HANDRAIL ON OPEN SIDE OF STAIRS MUST NOT ALLOW 4" SPHERE TO PASS THROUGH TO HGT OF 34" and MUST NOT ALLOW A 4 3/8" SPHERE TO PASS THROUGH AT HGTS OF 36" - 42" EXCEPTION - THE TRIANGLE OPENTINGS FORMED BY THE RISER, TREAD AND BOTTON RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY CANNOT ALLOW A (o" SPERE TO PASS THROUGH. STA I R SECT ON 1/4 = 1'-O" ROOFING TO BE GLASS 'B' COMPOSITION SHINGLE WITH 150 FELT MIN O FLOOR FARiY WALL SECTION NTS ( I HR WALL ) SEE WALL ASSEMBLY SHT A5.1 :AFTSTOPPING MATERIALS SHALL BE NOT SS THAN 1/2 -INCH (121 MM) GYPSUM BOARD, 3 -INCH (9.5 MM) WOOD STRUCTURAL PANEL, 3_ INCH (9.5 MM) PARTICLEBOARD, I -INCH i -MM) NOMINAL LUMBER, CEMENT 3ER50ARD, BATTS OR BLANKETS OF 4ERAL WOOL OR GLASS FIBER, OR OTHER 'PROVED MATERIALS ADEQUATELY =PORTED. THE INTEGRITY OF DRAFTSTOPS ALL BE MAINTAINED. USS LAYOUT PER STRUCTURAL SLID 2X BLOCKING 49 INSULATION 13 INSULATION WALL ASSEMBLY a JSTS PER FRAMING PLAN RIM JST W/ BLOCKING SOLID 2X BLOCKING CONT. BLOCKING WALL ASSEMBLY/ R-13 INSULATION N WALL TO MATCH 3L STUD WALL WIDTH CLASS 'B' ROOFING OVER WITH 150 FELT MATCH EXISTING ROOF ADJACENT STRUCTURE SHEATHING TO BE 1/2" 24/0 PI FULLY BLOCKED WITH APPRC (CCX WHERE EXPOSED) ALL ROOF FLASHINGS TO BE GAUGE GALVANIZED STEEL. 2x SCREENED EAVE VENT - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I" MIN AIR SPACE. SOLID BLOCKING AT EAVES 4 FT EACH SIDE OF SEPARATION WALLS OF UNITS TOP PLATE FLOOR LINE V_ TOP PLATE FLOOR LINE TOP PLATE FLOOR L INE AT PATIOS E WALKWAYS 4" CONC, SLAB ON COMPACT FILL W/THK'D EDGES. PROVII= #4x18" REBAR DOWELS SLAB' FNDN WALL TO PREVENT SETT_=I-i=iV I . W 12 I. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND E SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE REQUIREMENTS. SEE SCHEDULE THIS SHEET. ro. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND PARKING CONFIGURATION. SITE PLAN CONFIGURATION TAKES PRECEDENCE OVER THIS DRAWING. -1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR FIELD ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. RUN 24" MIN BELOW IL. � I N� � I I - - -- - TOP OF SLAB 1/411= 1'-011 MOTE: SEE SHEETS SA 8 SB FOR WALL/ FLR/ ROOF ASSEMBLIES 4 DETAILS 2x6 OVERFRAME a 24" O.C. GIRDER TRUSS PER TRUSS MANUF GABLE -END MANUF. TRUSSES 24" O.G. MAX GABLE END VENT SEE EXT ELEVATIONS - TYPICAL EXTERIOR WALL: (2)2x(o TOP PLATES 2x6 .STUDS a 16" O.C. 2xro BOTTOM PLATE 1/2" SHT'G (APA RATED 24/0) PER STRUCTURAL AIR BARRIER EXTERIOR SIDING PER ELEV R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) R-10 a HEADER BRICK VENEER PER MANUF 80' MIN CLR Cq 4 X 12 PT BEAMS w/ HGT LINE T" MAX RISE 34" 11" MIN RUN 38" 2 X FRAMING MI VERTICAL CLEARANCE SHALL BE 80 INCHES MIN. PROVIDE METAL A 3/8"MAX VARIATIONS NOSING - RAIL OR OTHER BARRIER TO BE PROVIDED WHEN THE VERTICAL MTL STAIR TREADS W/ CLEARANCE IS LESS THAN 80 INCHES. THE LEADING EDGE OF MIN RISER F'REFIN GALV (BLACK). OPTIONAL -4 X 12 6) BARRIER SHALL BE MAX 21 INCHES ABOVE THE FLOOR LINE. PER 7" MAX R SERs PT STAIR STRINGERS IBC SEC 1003.3/ IGC All -1.I SEC 301.4 :3 MTL STAIR STRINGERS m IN GALV (BLACK), OPT NA _4 X 12 PT (V STAI STRINGERS CV STA I R SECT ON 1/4 = 1'-O" ROOFING TO BE GLASS 'B' COMPOSITION SHINGLE WITH 150 FELT MIN O FLOOR FARiY WALL SECTION NTS ( I HR WALL ) SEE WALL ASSEMBLY SHT A5.1 :AFTSTOPPING MATERIALS SHALL BE NOT SS THAN 1/2 -INCH (121 MM) GYPSUM BOARD, 3 -INCH (9.5 MM) WOOD STRUCTURAL PANEL, 3_ INCH (9.5 MM) PARTICLEBOARD, I -INCH i -MM) NOMINAL LUMBER, CEMENT 3ER50ARD, BATTS OR BLANKETS OF 4ERAL WOOL OR GLASS FIBER, OR OTHER 'PROVED MATERIALS ADEQUATELY =PORTED. THE INTEGRITY OF DRAFTSTOPS ALL BE MAINTAINED. USS LAYOUT PER STRUCTURAL SLID 2X BLOCKING 49 INSULATION 13 INSULATION WALL ASSEMBLY a JSTS PER FRAMING PLAN RIM JST W/ BLOCKING SOLID 2X BLOCKING CONT. BLOCKING WALL ASSEMBLY/ R-13 INSULATION N WALL TO MATCH 3L STUD WALL WIDTH CLASS 'B' ROOFING OVER WITH 150 FELT MATCH EXISTING ROOF ADJACENT STRUCTURE SHEATHING TO BE 1/2" 24/0 PI FULLY BLOCKED WITH APPRC (CCX WHERE EXPOSED) ALL ROOF FLASHINGS TO BE GAUGE GALVANIZED STEEL. 2x SCREENED EAVE VENT - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I" MIN AIR SPACE. SOLID BLOCKING AT EAVES 4 FT EACH SIDE OF SEPARATION WALLS OF UNITS TOP PLATE FLOOR LINE V_ TOP PLATE FLOOR LINE TOP PLATE FLOOR L INE AT PATIOS E WALKWAYS 4" CONC, SLAB ON COMPACT FILL W/THK'D EDGES. PROVII= #4x18" REBAR DOWELS SLAB' FNDN WALL TO PREVENT SETT_=I-i=iV I . W 12 I. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND E SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE REQUIREMENTS. SEE SCHEDULE THIS SHEET. ro. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND PARKING CONFIGURATION. SITE PLAN CONFIGURATION TAKES PRECEDENCE OVER THIS DRAWING. -1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR FIELD ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. RUN 24" MIN BELOW IL. � I N� � I I - - -- - TOP OF SLAB 1/411= 1'-011 MOTE: SEE SHEETS SA 8 SB FOR WALL/ FLR/ ROOF ASSEMBLIES 4 DETAILS 2x6 OVERFRAME a 24" O.C. GIRDER TRUSS PER TRUSS MANUF GABLE -END MANUF. TRUSSES 24" O.G. MAX GABLE END VENT SEE EXT ELEVATIONS - TYPICAL EXTERIOR WALL: (2)2x(o TOP PLATES 2x6 .STUDS a 16" O.C. 2xro BOTTOM PLATE 1/2" SHT'G (APA RATED 24/0) PER STRUCTURAL AIR BARRIER EXTERIOR SIDING PER ELEV R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) R-10 a HEADER BRICK VENEER PER MANUF a Z C) �W Q Z �� 0 0 Li WVZ Q Q � rIn VJ M W 5Q Wm W L W O 2LO co WQ O 1 V/ 6390 REGISTERED AT i0ij PETERSON WASHINGTON /05�02 EXP: 09/30/22 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 Na 1" DTH -156 DATE 05/29/221 Cq (P O N :3 U_ (h (P a Z C) �W Q Z �� 0 0 Li WVZ Q Q � rIn VJ M W 5Q Wm W L W O 2LO co WQ O 1 V/ 6390 REGISTERED AT i0ij PETERSON WASHINGTON /05�02 EXP: 09/30/22 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 Na 1" DTH -156 DATE 05/29/221 II II o� 2x6 STUDS a 16'I O.C. R-21 INSULATION (0" CONC. SLAB UJ/ 6 MIL. VAPOR BARRIER OVER 4" COMPACT SAND AND GRAVEL BASE. SEE STRUCTURAL P.T. PLATE FIN FLOOR 2x P.T. NAILER ANCHOR BOLTS PER STRUCTURAL R-10 RIGID INSUL— RUN 24" MIN BELOW TOP OF SLAB RE INF PER STRUCTURAL I NTS MMI WALL ASSEMBLY SEE FLR PLANS 4 SHT Aga 150 FELT UNDERLAYMENT -BRICK VENEER 0 1" MIN. AIR SPACE D SPOT SED ALL TIES UJ/ CEMENT MORTAR 0 BRICK TIES 24" O.C. HORIZ. 4 12" O.C. VERT. 3/8" WEEP HOLES 6 32" O.C. —METAL FLASHING UJ/ -�� DRIP LEDGE 4" 1. 10" L411 REINF PER STRUCTURAL REINF PER STRUCTURAL 211 1/211 HEADER AT HEAD CONDITION SEE STRUCTURAL DWG'S 5/8" GYPSUM BOARD (TYF1.) EXCEPT AT RESTROOMS +6'-8" OL A.F.F. DOOR f WOOD/METAL FRAME NTS Jamb Similar EXT. DOOR SEE DOOR SCHEDULE x�J iOzi�Oz �t�=n>-1= TIL00IL0 r EXT. S I DEAALK CAULK JO I NT NTS D®® 7H5H®LD Door 5C> IeoIule NO. SRE HEAD JAMB SILL MATERIAL FRAME RATING REMARKS O 3' -0"x6' -8"x1-3/4" _ _ 1/A6.1 METAL HOLLOW METAL 20 min SEE NOTE NO. 1 2 3' -0"x6' -8"x1-3/4" _ _ 1 /A6.1 WOOD GLASS HOLLOW METAL 20 min SEE NOTE NO. 2 O3 3' -0"x6' -8"x1-3/4" 2/A6.1 _ _ WOOD WOOD — SEE NOTE NO. 3 O2' -4"x6' -8"x1-1/4" 2/A6.1 — — WOOD WOOD — SEE NOTE NO. 3 4' -0"x6' -8"x1-1/4" W Q Z �2 p O BI—FOLD — — — WOOD WOOD — V 5' -0"x6' -8"x1-1/4" Z LU J — ®� O BI—PASS — — — WOOD WOOD O 2' -6"x6' -8"x1-3/4" — — — METAL HOLLOW METAL _ c O 5'-0 SGD 8"x1-3/4" � 1/A6.1 METAL MOLLOW — LU — — 0 LQ f 5' -0"x6' -8"x1-1/4" O BI—FOLD — — — WOOD WOOD — 10 2' -6"x6' -8"x1-1/4" 2/A6.1 — — WOOD WOOD — 11 2' -4"x6' -8"x1-1/4" 2/A6.1 — _ WOOD WOOD — 2' -8"x6' -8"x1-1/4" 12 BI—FOLD — — — WOOD WOOD — 4' -0"x6' -8"x1-1/4" 13 BI—PASS — — — WOOD WOOD — ALUM. THRESHOLD 1/4" MAX FLOOR CHAN6E 1/2" MAX OVERALL FLOOR CHANGE 1N/ 2:1 SEVELEIP SLOPE PER ICC/ ANSI ,4111.1-200Q FLR FINISH • NO. • (1) MAIN DOOR: • 1-1/2 PAIR BUTT HINGES • PASSAGE LATCH: APPROVED STANDARD • DOOR CLOSER - APPROVED STANDARD • APPROVED SMOKE GASKET • BEVELED KICK PLATE ON BOTH SIDE - 18" HIGH STAINLESS STEEL • DOOR STOPS - FLOOR MOUNTED (2) STANDARD DOORS: • 1-1/2 PAIR BUTT HINGES • PASSAGE LATCH: APPROVED STANDARD • DOOR CLOSER - APPROVED STANDARD • APPROVED SMOKE GASKET • BEVELED KICK PLATE ON BOTH SIDE - 18" HIGH STAINLESS STEEL • DOOR STOPS - FLOOR MOUNTED (3) STANDARD DOORS: • 1-1/2 PAIR BUTT HINGES • PASSAGE LATCH: APPROVED STANDARD (4) NOT USED (5) ALL GLASS USED IN SWINGING DOORS AND GLASS WALL PANELS SHALL CONFORM WITH THE SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (16 CFR 1201) BY THE CONSUMER PRODUCT SAFETY COMMISION. (6) NOT USED (7) ALL DOORS/WINDOWS AND HARDWARES TO BE SPECIFIED BY OWNER AND MEET CODE REQUIREMENTS. (8a) -EXTERIOR EXIT DOORS SHALL HAVE MAX OPENING FORCE OF 8.5 lbs AND INTERIOR DOORS SHALL HAVE MAX OPENING FORCE OF 5 Ibs. -THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 LB FORCE. -THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 LB FORCE. -FORCES SHALL BE APPLIED TO THE LATCH SIDE -WITHIN AN ACCESSIBLE ROUTE, AT EXT DOORS WHERE ENVIRONMENTAL CONDITIONS REQ A CLOSING PRESSURE GREATER THAN 8.5 LBS, POWER OPERATED DOORS SHALL BE USED W/I THE ACCESSIBLE ROUTE OF TRAVEL. (8b) -DOOR OPERATIONS- EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT -DOOR HARDWARE- DOOR HANDLES, PULLS, ETC, SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE -HARDWARE HEIGHT- DOOR HANDLES, PULLS, ETC, SHALL BE INSTALLED 34" MIN AND 48" MAX ABOVE FIN FLOOR LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT ANY HEIGHT (8c) -LOCKS & LATCHES- SHALL BE PERMITTED TO PREVENT OPERATION WHERE THE FOLLOWING EXISTS -PROVIDE SIGN ON OR ADJACENT TO DOOR STATING " THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1 " HIGH ON CONTRASTING BACKGROUND. -PAIR EGRESS DOORS- PROVIDE APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED IF DOOR LEAF W/ AUTO FLUSH BOLT HAS NO DOORKNOB OR SURFACE MOUNTED HARDWARE (9) PAINT HOLLOW METAL FRAMES WITH ENAMEL PAINT TO MATCH DOOR COLOR UNLESS NOTED OTHERWISE. (10) FIELD VERIFY ALL WALL THICKNESS FOR FRAME THROAT DIMENSION, AND ALL ROUGH AND OPENINGS PRIOR TO ORDERING, FABRICATION AND/OR INSTALLING FRAMES AND DOORS. (1 1) MOUNT ALL SIGNAGE ON LATCH SIDE OF DOOR, 2" FROM FRAME IN HORIZONTAL DIRECTION , CENTERLINE OF SIGN AT 5'-0" VERTICALLY. IF ENCOUNTER SPACE CONSTRAINTS, MOUNT SIGN ON HINGE SIDE OF DOOR. (12) PROVIDE INDUSTRY APPROVED SEPARATIONS WHENEVER METALS OF DIFFERENT GALVANIC RANGE, SUCH AS ALUMINUM THRESHOLDS AND HOLLOW METAL FRAMES, WILL CONTACT ONE ANOTHER. (13) PROVIDE SEALANT FOR TIGHT FIT PRIOR TO PAINTING AND/OR FINISH WHERE THERE ARE ANY VISIBLE CLEARANCES BETWEEN DOOR FRAME AND WALL. (14) PROVIDE DOUBLE STUDS AT JAMBS OF ALL DOORS. BRACE TO ROOF STRUCTURE AT EACH JAMB LOCATION. (15) ALL GLASS LIGHTS IN DOORS ARE FIXED AND TEMPERED, UNLESS NOTED OTHERWISE. (16) INSTALL (3) JAMB ANCHORS AT EACH JAMB SIDE OF ALL HOLLOW METAL DOOR FRAMES. (17) ALL INTERIOR DOORS AND WINDOWS SHALL BE SURROUNDED BY WALL CONSTRUCTION ABOVE AND AT THE SIDES AND BELOW AS APPLICABLE. ALL SURROUNDING WALLS TO BE SAME CONSTRUCTION AS REQUIRED ON PLANS FOR IMMEDIATELY ADJACENT WALL. (18) ALL DOORS TO BE UNDERCUT PER SPECIFICATIONS UNLESS OTHERWISE NOTED. COORDINATE UNDERCUT WITH DOOR HARDWARE FOR PROPER CLEARANCES AND ADJUST AS REQUIRED. (19) GROUT SOLID ALL THRESHOLDS & ATTACH TO CONCRETE W/ EXPANSION ANCHORS. (20) ELEVATIONS OF FRAME TYPES ARE SHOWN AS VIEWED FROM EXTERIOR; DETAILS MAY BE SHOWN OPPOSITE OF ACTUAL DETAIL CONDITION. (21) ALLOW FOR HORIZONTAL AND VERTICAL THERMAL EXPANSION AND CONTRACTION IN ALL METAL AND GLASS WORK. �0 REGISTERED A T�E_ ARK D. PETTERSON STATE OF WASHINGTON On/ AXP: 09/30/22 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: MDTH-15(o DATE - 05/29/2021 �I �ll u a 1--� ul O U '--1 �+ 0 VJ rWr^ �0 REGISTERED A T�E_ ARK D. PETTERSON STATE OF WASHINGTON On/ AXP: 09/30/22 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: MDTH-15(o DATE - 05/29/2021 �I VJ rWr^ VJ zp W Q Z �2 p 0 Q � V (L Z LU J ®� J Vr^ ) Q J IIIIm m m �I M W c n C �II �QWMW � ® � O W LU L0 0 LQ f �0 REGISTERED A T�E_ ARK D. PETTERSON STATE OF WASHINGTON On/ AXP: 09/30/22 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: MDTH-15(o DATE - 05/29/2021 �I F::LOOR/ 7 57 No .� fi NO REFOR7 -FINISH FLOOR -EXRIOR FINISH SY STEM T �ppyW FLOOR -1 1/2" MAX GYP -CRETE OPTIONAL INTERIOR -3/4" T / G PLY �+ aLH GLUED 1 NAILED PER STRUCTURAL -WOOD STRUCTURAL PANEL SHEATHING- MIN 1/16", 4 FT WIDE, MIN GRADE "CO" OR " SHEATHING". Sd COMMON OR GALVANIZED BOX NAILS SPACED MAX INSTALLED W/ LONG DIM OF SHEET OR FACE GRAIN PARALLEL W/ OR PERPENDICULAR t0 STUDS. 6" OC ®ENDS, 12" OC INTERMEDIATE, 3/8" FROM PANEL EDGES -TJI FLOOR TRUSSES or OPEN WEB TRUSSES PER STRUCTURAL PRODUCT FIRE CLASSES A -H ATTACH TO STUDS ON EXT SIDE W/ 6d CEMENT COATED BOX NAILS SPACED 6" OC PERIMETER -TWO LAYERS 5/8" TYPE X CsU18 1 OF PANELS AND 12" OC INTERIOR STUDS OR UL DESIGN NO 1 EXTERIOR -two LAYERS 1/2" USG/CGC sHEETROCK FIRE CODE C I HR TJM / FCA 60-01 Q BASE LAYER INSTALLED LONG DIM. PERPENDICULAR TO SUPPORTS, W/ END OR APPROVED EQUAL Q MATCH 2 LAYERS GWB JNTS BUTTED OVER SUPPORTS 1 STAGGERED 24" MIN. • BEAMS FACE LAYER INSTALLED LONG DIM. PERPENDICULAR t0 BASE LAYER W/ END LL CEILING JNTS BUTTED OVER SUPPORTS 1 STAGGERED 24" MIN FROM BASE LAYER END JNTS, -FG BATT INSULATION ( R- 21 ) INTERIOR TYPE W SCREWS SUPPORTS 4 811 IATE W1 OC ON ADYIER aCBUDTT Lu -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS JINNTS! FASTEN FACES L ON END SUPPORTS TO BASE LAYER Q - A ROW OF TYPE G SCREWS 6" FROM END JNTS, SPACED S" Or W/ 6d COATED NAILS, 1 1/8" LONG, j915" SHANK, 1/4" HEADS, 1" Or- C—JOINTS U USE WATER RESISTANT TYPE 'X' AT EXTERIOR 1 BATHROOM WALLS/CEIL -JOINTS1 NAILHEADS COVERED W/ TAPE AND JOINT COMPOUND (]L� NAIL HEADS COVERED W/ JOINT COMPOUND X EXTERIOR -CLASS B COMP ROOFING 12 -1/2" MIN PLYWOOD SHEATHING PER PER STRUCTURAL -EXTERIOR FINISH SYSTEM ROOF Sd COMMON OR GALVANIZED BOX NAILS SPACED MIN NAILING PER MANUF PLAN 6" OC a ENDS, 12" OC INTERMEDIATE, 3/8" FROM PANEL EDGES -TRUSSES PER STRUCTURAL -FG BATT INSULATION W/ 1" MIN VENT SPACE W/ 1 3/4" GALV ROOFING NAILS 4" OC AT VERTICAL JNTS / 1" OC AT INTERMEDIATE STUDS / TOP/ BOT PLATE R-38 HIGH DENSITY JNTS MAY BE LEFT UNTREATED 2X VENT BLOCKING- SEE VENT CALCS GA FILE NO 20 2 HR IBC TABLE 121.1 O -TWO LAYERS 5/8" TYPE X GM1 ITEM 2I-1.1 Q BASE LAYER INSTALLED LONG DIM. PERPENDICULAR TO SUPPORTS, W/ END EXTERIOR fL/ INTERIOR JNTS BUTTED OVER SUPPORTS / STAGGERED 24" MIN. 1 1/4" MIN TYPE W SCREWS PLACED MAX 24" OC OR APPROVED EQUAL FACE LAYER INSTALLED LONG DIM. PERPENDICULAR TO BASE LAYER, W/ END -FG BATT INSULATION ( R- 21 ) JNTS BUTTED OVER SUPPORTS / STAGGERED 24" MIN FROM BASE LAYER END JNTS. LU 1 1/8" MIN TYPE W SCREWS PLACED MAX 12" OC ON INTERMEDIATE SUPPORTS / 8" OC ON END SUPPORTS a BUTT JNTS. FASTEN FACE LAYER TO BASE LAYER W/ -ONE LAYER 5/8" TYPE X C-aS SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS V 11/211 TYPE G SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JNTS, 12" OC IY MATCH 2 LAYERS GWB = a BEAMS Z X INTERIOR USE WATER RESISTANT TYPE 'X' At EXTERIOR 1 BATHROOM WALLS/CEIL ONOT USED DECK — 111 EXTERIOR -FINISH DECKING SYSTEM / WATERPROOF MEMBRANE USE WATER FIESISTANT TYPE 'X' AT EXTERIOR / BATHROOM WALLS/CEIL -I/2" T 1 G PLY- EXTERIOR GRADE -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS 4 O GLUED 1 NAILED PER STRUCTURAL W/ 1 1/4" TYPE W SCREW 12" OC MAX Sd COMMON OR GALVANIZED BOX NAILS SPACED MAX JNTS STAGGERED IB" ON OPPOSITE SIDES 6" oC a ENDS, 12" OC INTERMEDIATE, 3/8" FROM PANEL EDGES -2x 4 (2x 6) a 16" OC MAX FRAMING PER STRUCTURAL 1 HR IBC TABLE X21.1 -3/4" T t G PLY- EXTERIOR GRADE AND LOCATIONS OF PLYWOOD SHEATHING <3> GLUED / NAILED PER STRUCTURAL -FG BATT INSULATION a BATHROOM WALLS ITEM 13-1.4 EXTERIOR COMMON OR NAILS SPACED MAX 66"" OC a ENDS, 12" OC INTERMEIZED D ATE 3/8" FROM PANEL EDGES -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS OR APPROVED EQUAL -2X DECK JOISTS PER STRUCTURAL W/ 1 1/4" TYPE W SCREW 12" OC MAX MAX SPACING I6" OC JNTS STAGGERED 16" ON OPPOSITE SIDES GA FILE NO -ONE LAYER 1/2" TYPE X GWB U NAILED t0 JOINTS W/ 5d COOLER OR WALLBOARD NAILS At 6" OC. -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS W END JOINTS OF WALLBOARD CENTERED ON JOISTS W/ 1 1/4" TYPE W SCREW 12" OC MAX DBL- I HR WALLS 0 JNTS STAGGERED IB" ON OPPOSITE SIDES -2x 4 (2x 6) a 16" OC MAX FRAMING PER STRUCTURAL WP 3510 -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES 7:7CaUARDRAIL 42" MIN HIGH GUARDRAIL 42" MIN HIGH PER I.B.C.-SEE STAIR PER I.B.C.-SEE STAIR DETAIL/ NOTES DETAIL/ NOTES TYPE/STYLE PER OWNER TYPE/STYLE PER OWNER 4 FINISH TRIM BAND- VERIFY FINISH TRIM BAND- VERIFY W/ EXTERIOR ELEVATIONS W/ EXTERIOR ELEVATIONS T _ I ®� ®I �l AL. 2X BLOCKING 2" WIDE CONT. SCREENED VENT D c< DE!7AIL5 )N n&� BEAM PER STRUCT W/ RATED WRAP V_].� JOISTS PER STRUCT JOISTS PER STRUCT A55E`�llllll`�E5L*i00 NO E=21$5, 1- SEE ARCHITECTURAL FLOOR PLANS E BUILDING SECTIONS FOR ASSEMBLY LOCATIONS E DESIGNATIONS 2- SEE ARCHITECTUAL ELEVATIONS FOR EXTERIOR FINISHES FINISH SYSTEMS TO INCLUDE WEATHER RESISIVE BARRIER BUILDING PAPER/ FELT 15" MIN 3- SEE STRUCTURAL FOR SHEAR WALL SCHEDULES AND DETAILS 4- SEE ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS 5- PROVIDE VAPOR BARRIER ON WARM SIDE WHERE ASSEMBLY EXPOSED TO AMBIENT TEMPERATURE 6- ASSEMBLIES SHALL COMPLY W/ IBC CHAPTER -1 FIRE RESISTANT MATERIALS AND CONSTRUCTION- FIRE BLOCKS/ DRAFT STOPS ETC -I- AT TUB AND SHOWERS EXTEND TYPE 'X' TO PLATES TO ACHIEVE REQ. FIRE RATING. USE WR GWB OVER TYPE 'X' LAYERS WHERE REQUIRED 50UNND C®N7 ®L N®fi � 1- INTERIOR WALL AND FLOOR / CEILING ASSEMBLIES SEPARATING UNITS SHALL PROVIDE AIRBORNE SOUND INSUL FOR WALLS ASSEMBLIES SHALL HAVE AN STC RATING OF 50 2- PROVIDE AN APPROVED RESILIENT SEALANT AT ALL JOINTS At THE PERIMETER OF WALL AND FLOOR/ CEIL ASSEMBLIES REQ TO HAVE AIRBORNE AND/ OR IMPACT SOUND INSULATION 3- PROVIDE RESILIENT SLEEVES, MOUNTS, OR UNDERLAYMENT FOR ALL VIBRATION CAUSING CONDUITS, DUCTS, PIPES OR VENTS WITHIN SEPARATING ASSEMBLIES. SEAL ALL PENETRATIONS WITH APPROVED RESILIENT INSULATING MATERIALS 4- DO NOT PLACE ELECTRICAL OUTLET BOXES BACK TO BACK WHERE OUTLET BOXES OCCUR IN OPPOSITE WALL SUFACES OF SEPARATING WALLS. PLACE BOXES IN SEPARATE STUD BAYS, OR OFFSET MIN 12" IN OPPOSITE WALLS. SEAL BACK OF BOXES W/ RESILIENT SEALANT I Cn W J !"d j �1(n V♦ a J J a da vJ W 1 CO Z 0 W a �p ^a [L W Q J J mJ W a� � mW W 0 L0 2 CV) a 'o^ V / �7 0 L J W 0 REGISTERED I T ' A�7,00r2o'2 PETERSON WASHINGTON EXP: 013/3(d/22 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: MDTH-15(o DATE - 05/29/2021 7 57 No .� Afi NO REF® 7 L -EXRIOR FINISH SY STEM T �ppyW M NAILING PER MANUF �+ aLH -WOOD STRUCTURAL PANEL SHEATHING- MIN 1/16", 4 FT WIDE, MIN GRADE "CO" OR " SHEATHING". INSTALLED W/ LONG DIM OF SHEET OR FACE GRAIN PARALLEL W/ OR PERPENDICULAR t0 STUDS. VERT JOINTS CENTERED ON STUDS. WORM JOINTS BACKED W/ NOM. 2X4 BLOCKING. ATTACH TO STUDS ON EXT SIDE W/ 6d CEMENT COATED BOX NAILS SPACED 6" OC PERIMETER OF PANELS AND 12" OC INTERIOR STUDS 1 HR UL DESIGN NO 1 EXTERIOR INTERIOR -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES U35ro AND LOCATIONS OF PLYWOOD SHEATHING 1 hr int Only -2x 6 RAMINCs PER STRUCTURAL -FG BATT INSULATION ( R- 21 ) -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS Q W/ 6d COATED NAILS, 1 1/8" LONG, j915" SHANK, 1/4" HEADS, 1" Or- C—JOINTS -JOINTS1 NAILHEADS COVERED W/ TAPE AND JOINT COMPOUND (]L� NAIL HEADS COVERED W/ JOINT COMPOUND X 111 USE WATER RESISTANT TYPE 'X' AT EXTERIOR 1 BATHROOM WALLS/CEIL -EXTERIOR FINISH SYSTEM NAILING PER MANUF -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL TO STUDS W/ 1 3/4" GALV ROOFING NAILS 4" OC AT VERTICAL JNTS / 1" OC AT INTERMEDIATE STUDS / TOP/ BOT PLATE JNTS MAY BE LEFT UNTREATED 1 HR GA FILE NO 20 -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES WP 8105 AND LOCATIONS OF PLYWOOD SHEATHING EXTERIOR INTERIOR -2x 6 FRAMING PER STRUCTURAL OR APPROVED EQUAL -FG BATT INSULATION ( R- 21 ) -ONE LAYER 5/8" TYPE X C-aS SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS W/ 6d COATED NAILS, 1 1/8" LONG, ,x915" SHANK, 1/4" HEADS, 1" OC Z X — 111 USE WATER FIESISTANT TYPE 'X' AT EXTERIOR / BATHROOM WALLS/CEIL -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS W/ 1 1/4" TYPE W SCREW 12" OC MAX JNTS STAGGERED IB" ON OPPOSITE SIDES -2x 4 (2x 6) a 16" OC MAX FRAMING PER STRUCTURAL -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES AND LOCATIONS OF PLYWOOD SHEATHING <3> -FG BATT INSULATION a BATHROOM WALLS -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS W/ 1 1/4" TYPE W SCREW 12" OC MAX JNTS STAGGERED 16" ON OPPOSITE SIDES GA FILE NO INTERIOR INTERIOR WP 3514 -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS W/ 1 1/4" TYPE W SCREW 12" OC MAX DBL- I HR WALLS OR JNTS STAGGERED IB" ON OPPOSITE SIDES -2x 4 (2x 6) a 16" OC MAX FRAMING PER STRUCTURAL WP 3510 -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES SEE WALL 4 CALLOUTS AND LOCATIONS OF PLYWOOD SHEATHING FOR DBL WALL -FG BATT INSULATION a BATHROOM WALLS 4 -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS OR APPROVED EQUAL W/ 1 1/4" TYPE W SCREW 12" OC MAX fQ � JNTS STAGGED 16" ON OPPOSITE SIDES USE WATER FIESISTANT TYPE 'X' AT EXTERIOR / BATHROOM WALLS/CEIL -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS W/ 1 1/4" TYPE W SCREW 12" OC MAX JNTS STAGGERED 16" ON OPPOSITE SIDES -2x 4 (2x 6) a 16" OC MAX FRAMING PER STRUCTURAL -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES AND LOCATIONS OF PLYWOOD SHEATHING GA FILE NO -FG BATT INSULATION a BATHROOM WALLS -ONE LAYER 5/8" TYPE X C-46 SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS 1/2 HR WP 3514 4 INTERIOR INTERIOR W/ 1 1/4" TYPE W SCREW 12" OC MAX JNTS STAGGERED IB" ON OPPOSITE SIDES OR OR WP 3510 5/811 *6 WALL50ARD -WW/ rod WEADSL11=D PARALLEL OR PERPENDICULAR TO STUDS APPROVED TED NAILS, 11/811 LONG, ODS1511 SHOANVENEER COAR1/4'11 OR EQUAL JNTS STAGGERED 24" ON OPPOSITE SIDES -2x 4 (2x 6) a 24" OC MAX FRAMING PER STRUCTURAL -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES AND LOCATIONS OF PLYWOOD SHEATHING -FG BATT INSULATION a BATHROOM WALLS INTERIOR Q COLUMN I -ONE LAYER 5/8" TYPE X CsW6 WALLBOARD OR VENEER APPLIED PARALLEL OR PERPENDICULAR TO STUDS W/ NAILS, 11/8-1 SHANK, 1/4" 1" 6d COATED LONG, 0.0915" 11 OC JNTS STAGGERED 24" ON OPPOSITE SIDES Z USE WATER RESISTANT TYPE 'X' AT EXTERIOR / BATHROOM WALLS/CEIL I Cn W J !"d j �1(n V♦ a J J a da vJ W 1 CO Z 0 W a �p ^a [L W Q J J mJ W a� � mW W 0 L0 2 CV) a 'o^ V / �7 0 L J W 0 REGISTERED I T ' A�7,00r2o'2 PETERSON WASHINGTON EXP: 013/3(d/22 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: MDTH-15(o DATE - 05/29/2021 L O ) V T �ppyW M �+ aLH I Cn W J !"d j �1(n V♦ a J J a da vJ W 1 CO Z 0 W a �p ^a [L W Q J J mJ W a� � mW W 0 L0 2 CV) a 'o^ V / �7 0 L J W 0 REGISTERED I T ' A�7,00r2o'2 PETERSON WASHINGTON EXP: 013/3(d/22 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: MDTH-15(o DATE - 05/29/2021 3 System No. F-C-2020 3 2 1 1 2 3B 2 A 3A A System No. F-C-2019 Section A-A 1D 3A 3B 1B 1A 2 2 3A A 3B A 3A 1D Section A-A 3B 1B 2 1A â â â â â â â â â â â â â , â â â â â â â â â â â â PERPENDICULAR TO TRUSS PARALLEL TO TRUSS DOUBLE RAFTEF NECESS ROOF TO HALL NO 5GALE EXTEND FLASHING 3' UP WALL AND 4' ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTU ER tVALL-7 6# ONE PIECE FLASHING09 AT INSIDE CORNER ROOF PLACE STEP FLASHING UNDER INSIDE CORNER PLACE TARGET FLASHING BEHIND ROOF RAFTER LEAVE 1-1/2' GAP BETWEEN FASCIA AND WALL HORIZONTAL WALL TO ROOF FLASHING OVER CORNER FLASHING EXTEND FLASHING 3' UP WALL AND 4' ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF 6' 5TP FLA50 NO 5GALE EXTEND FLASHING 3' UP WALL AND 4' ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF 6' &_ 1 51 DE GORNER AT ROOT AL &&ALL• FLASHING 2' OVERLAP NAIL NEAR TOP EDGE ABOVE PREVI❑US FLASHING FLASHING CORNER O (:D T51DE CORNER AT 1IALLEY ALS EXTEND FLASHING 3' UP WALL AND 4' ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER HORIZONTAL WALL TO ROOF FLASHING OVER CORNER FLASHING --�. ROOF D I VERTER NO 5GALE L►WALL• EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF 6' ONE PIECE FLASHING AT OUTSIDE CORNER PLACE STEP FLASHING UNDER OUTSIDE CORNER FEE] F1 EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF 6' OUT51DE GORNER 0 NO SCALE no :NG PIECE STEP SHING WITH =GRAL DIVERTER SIDING BUILDING PAPER OVER FLASHING 4" FLASHING AS SHOWN OR AS SPECIFIED BY ROOFING MANUFACTURER Roos TO HALL PLACE STEP FLASHING OVER OUTSIDE CORNER /—ONE PIECE FLASHING AT OUTSIDE CORNER �n RAKE BOARD EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF 6' ROOF/OUT51 DE CORNER NO 5GALE WHEN GABLE OCCURS AT AN 6„ _,---WHEN CORNER, EXTEND GABLE f 6' PAST CORNER (—WALL -7 PLACE TARGET FLASHING / BEHIND ROOF RAFTER ROOF SHEATHING ROOF RAFTER v� LEAVE 1-1/2' GAP BETWEEN FASCIA AND WALL o) —RAKE BOARD DRIP EDGE ROOF TO HALL AT RAKE NO 5GALE VALLEY UNDERLAYMENT Z0 W ROOF PENETRATI❑NS OVERLAPALL OVERLAP O MUST BE MIN. 12' FROM RIDGE � FLASHING 6' PAPER 2' ® S Z OVERLAP J DRIP EDGE FLASHING 6' �J Q � Q Q FLASHING W m / OQ W J PENETRATION THRU m � z ROOF MUST FALL = Q co OVER OVERLAP /TRUSSES PAPER 12' 6' END 12' MIN. f� STARTER COURSE AP LOCATE THE UPPER SHINGLES I 24' MIN, FROM INVERTED SHINGLES 3' FROM THE CENTER LINE OF 12' MIN. FLOW LINE FOURTH COURSE THE VALLEY FLASHING ON EACH (FULL SHINGLE) r SIDE. THE LOWER END SHOULD DIVERGE FROM EACH EITHER 1/8' THIRD COURSE PER FOOT (CUT OFF 11-1/4') STARTER COURSE SECOND COURSE INVERTED SHINGLES FIRST COURSE INSTALL PREFORMED FLASHING FLANGE PER ALL PENETRATIONS T❑ BE (CUT OFF 5-1/2') (FULL SHINGLE) R❑❑FING MANUFACTURE MIN. OF 12' IN ALL DIRECTIONS FROM OTHER PENETRATIONS TO ALLOW FOR PROPER ROOF APPLICATI❑N ROOF AND VALLEY IN5TALLATION ROOF PENETRATION 2 NO 5GALE 1 NO 5GALE DOUBLE RAFTEF NECESS ROOF TO HALL NO 5GALE EXTEND FLASHING 3' UP WALL AND 4' ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTU ER tVALL-7 6# ONE PIECE FLASHING09 AT INSIDE CORNER ROOF PLACE STEP FLASHING UNDER INSIDE CORNER PLACE TARGET FLASHING BEHIND ROOF RAFTER LEAVE 1-1/2' GAP BETWEEN FASCIA AND WALL HORIZONTAL WALL TO ROOF FLASHING OVER CORNER FLASHING EXTEND FLASHING 3' UP WALL AND 4' ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF 6' 5TP FLA50 NO 5GALE EXTEND FLASHING 3' UP WALL AND 4' ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF 6' &_ 1 51 DE GORNER AT ROOT AL &&ALL• FLASHING 2' OVERLAP NAIL NEAR TOP EDGE ABOVE PREVI❑US FLASHING FLASHING CORNER O (:D T51DE CORNER AT 1IALLEY ALS EXTEND FLASHING 3' UP WALL AND 4' ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER HORIZONTAL WALL TO ROOF FLASHING OVER CORNER FLASHING --�. ROOF D I VERTER NO 5GALE L►WALL• EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF 6' ONE PIECE FLASHING AT OUTSIDE CORNER PLACE STEP FLASHING UNDER OUTSIDE CORNER FEE] F1 EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF 6' OUT51DE GORNER 0 NO SCALE no :NG PIECE STEP SHING WITH =GRAL DIVERTER SIDING BUILDING PAPER OVER FLASHING 4" FLASHING AS SHOWN OR AS SPECIFIED BY ROOFING MANUFACTURER Roos TO HALL PLACE STEP FLASHING OVER OUTSIDE CORNER /—ONE PIECE FLASHING AT OUTSIDE CORNER �n RAKE BOARD EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF 6' ROOF/OUT51 DE CORNER NO 5GALE WHEN GABLE OCCURS AT AN 6„ _,---WHEN CORNER, EXTEND GABLE f 6' PAST CORNER (—WALL -7 PLACE TARGET FLASHING / BEHIND ROOF RAFTER ROOF SHEATHING ROOF RAFTER v� LEAVE 1-1/2' GAP BETWEEN FASCIA AND WALL o) —RAKE BOARD DRIP EDGE ROOF TO HALL AT RAKE NO 5GALE 6390 REGISTERED AR¢iII ARK D, PETERSON STATE OF WASHINGTON /05/702 EXP: O'B/3m/22 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: MDTH-156 DATE 05/29/2021 �.1 VJ Z0 W LH CO O Q � ® S Z J COQ J �J Q � Q Q W m 6390 REGISTERED AR¢iII ARK D, PETERSON STATE OF WASHINGTON /05/702 EXP: O'B/3m/22 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: MDTH-156 DATE 05/29/2021 �.1 VJ Z0 W Q O Z O Q � � J Z J COQ J �J Q � Q Q W m OQ W J 02 m � z LO = Q co Q J tt0^ T 6390 REGISTERED AR¢iII ARK D, PETERSON STATE OF WASHINGTON /05/702 EXP: O'B/3m/22 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: MDTH-156 DATE 05/29/2021 �.1 INSTALL A CONTINUOUS BEAD OF OSI CAULK OVER ALL WINDOW FINS. UNDER THE FLA`" 11L1^ SET WINDOW AND FLASH PER THE MANUFACTURER'S SPECIFICATIONS CUT AND LAP 2" 2�� 12' WIDE NERVASTRAL OVER 2" A CONTINU❑US BEAD OF ❑SI CAULK AT THE SILL LEAVE UNATTACHED AT BOTTOM EDGE SO THE BUILDING PAPER CAN BE INSTALLED UNDERNEATH STEP 1 SET WINDOW AND FLASH PER THE MANUFACTURER'S SPECIFICATIONS STEP 2 WINDOW INSTALLATION PROCEDURE NO 5( ALE AT DECK AREAS, LAP DOOR PAN OVER DECI TO WALL FLASHING- 5TEP 9' WIDE 60 MIN. GRADE D BUILDING PAPER AT HEAD JAMBS AND SILL. OVERLAP AS SHOWN ONE PIECE GALVANIZED DOOR PAN. DO NOT PIERCE FLASHING INSTALL CAULK TE PRIOR TO E HOT DIPPED LVANIZED OFING NAILS INSTALL ENAMELED STEEL "MTM �1 w n1 it■ 1rn GRADE D BUILDING PAPER AT HEAD AND JAMBS. OVERLAP AS SHOWN. STEP 3 INSTALL A CONT. BEAD OF CAULK UNDER BUILDING PAPER 5TEP 3 SL I D I NC GLASS DOOR INSTALLATION PROCEDURE. NO 5GALE PLACE WOOD BLOCK OVER BUILDING PAPER EXTEND PAPER 6' BEYOND BLOCK ON ALL SIDE PLACE VINYL BLOCK OVER BUILDING PAPER EXTEND PAPER INSTALL ANODIZED 6' BEYOND BLOCK ON ALL SIDES, ALUMINUM. GALVANIZED OR ENAMELED STEEL DRIP FLASHING OVER ALL WOOD BLOCKS --- LAP NEXT COURSE ' OF PAPER OVER �,V }j TOP AND SIDES OF 1►I�zIrl :I41[Q I TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER VINYL BLOCK -- MANUFACTURED VINYL BLOCK LAP NEXT COURSE OF PAPER OVER FLASHING AND DOWN SIDES OF BLOCK,- TYPICAL THRU-WALL PENETRATION DETAIL No 5GALE TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER WOOD BLOCK WOOD BLOCK i - cn TOP OF FLASHING AT 110 DEGREES SLIP BUILDING PAPER UP UNDER NERVASTRAL TO BOTTOM OF WINDOW FILL GAP BETWEEN JAMB AND TRIM WITH CAULK CAULK BEAD UNDER TRIM INSTALL WOOD TRIM AND/OR BRICK MOLD AROUND DOOR FRAME 11jM 5TEP 4 INSTALL BUILDING WRAP WEATHERBOARD FASHION STARTING FROM THE BOTTOM STEP 4 (VINYL TRIM) EXTEND BUILDING WRAP OVER FLASHING PAPER INSTAL AROUP MANU INSTALL ENAMELED STEEL DRIP FLASHINGS �. �-T❑P OF FLASHIN AT 105 DEGREES EXTEND BUILDING PAPER OVER FLASHING AND BUILDING PAPER INSTALL ❑PVC/W❑❑D TRIMSLIP BUILDING PAPER UP _1QQ AROUND WINDOW FRAME UNDER SILL FLASHING TO WITH 1/8' GAP BETWEEN BOTTOM OF WINDOW TRIM AND FRAME. STEP 5 (VINYL TRIM) STEP 4 (❑PVC/W❑❑D TRIM) STEP 5 (❑PVC/W❑OD TRIM) INSTALL ENAMELED OR GALVANIZED STEEL DRIP FLASHINGS " p[Y7 TOP OF FLASHING AT 105 DEGREES EXTEND BUILDING PAPEROVER METAL FLASHING INSTALL 60 MIN. GRADE D BUILDING PAPER WEATHERBOARD FASHI❑N STEP STARTING FROM THE BOTTOM 5 TEP 6 NND �m ❑P OF FLASHING T 105 DEGREES ND FLASHING N X6390 \) REGISTERED AR¢�I I T ' ARK D, PETERSON STATE OF WASHINGTON EXP: O'B/3m/22 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: MDTH-156 DAM - 05/29/2021 VJ VJ���^^ Z Q W LH CO 0 Q � V ® S �D Q � �I^^ VJ J Q Q W m X6390 \) REGISTERED AR¢�I I T ' ARK D, PETERSON STATE OF WASHINGTON EXP: O'B/3m/22 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: MDTH-156 DAM - 05/29/2021 VJ VJ���^^ Z Q W Q O Z O Q � V W Z Q � �I^^ VJ J Q Q W m DQ W J a m>_ z TO 2 Q co O Q J Lo LL X6390 \) REGISTERED AR¢�I I T ' ARK D, PETERSON STATE OF WASHINGTON EXP: O'B/3m/22 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: MDTH-156 DAM - 05/29/2021 IMO SLIP TARGET F UNDER LEDGER LEDGER DETAIL NO 5GALE INSTALL OUTSIDE FLASHIN PLACE BE CAULK BE INSTALLIP FLASHING BEVELED SLOPED C SKIRT TR: PAPER SF FOR CLAR LAP ELAS OVER 1 P OUTSIDE FLASHING, IN CAULK OUTSIDE GORNER WATERTABLE FLA5HING. No 5GALE SLIP BUILDING PAPER:' INSTALL OUTSIDE FLASHING PLACE BE EXTEND BUILDING CAULK BE INSTALLIA PAPER OVER FLASHING METAL FLASHING INSTALL GALVANIZED OR ENAMELED STEEL DRIP FLASHING OVER BELLY BAND UP UNDER PAPER TO PLACE BUILDING PAPER ON BOTTOM OF BELLY WALL PRIOR TO INSTALLING BAND ALL HORIZONTAL TRIM �—T❑P OF FLASHING AT 110 DEGREES FLA5H I NC PROFILE PAPER SPLI1 FOR CLARIT' LAP ELAS OVER 1 P OUTSIDE 1 FLASHING, IN CAULK BE SL E INSTALL 60 MIN. BUILDING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM BELLY BAND INSTALL 1 PIECE OUTSIDE CORNER FLASHING PLACE BEAD OF CAULK BEFORE INSTALLING FLASHING BEVELED OR SLOPED CAP - SKIRT TRIM LAP BUILDING n w r�rr� n■ ■rrs L1WALL-7 507.OVERLAP AT ALL H❑RIZ❑NTAL JOINTS (DOUBLE LAYER) !WALL -7 STEP 1 I N51 DE GORNER STEP 2 PAPER SPLIT FOR CLARITY LAP FLASHING OVER 1 PIECE OUTSIDE CORNER FLASHING, SET IN CAULK—-` BELLY BAND STEP 1 LAP BUILDING PAPER OVER FLASHING Ca1J-4.Ll OUT5I DE GORNER BELLY BAND I3N INSTALL 1 PIECE OUTSIDE CORNER FLASHING /2'X2 CEDAR ]R P.T. @ 16' D.C. ]VER PAPER 1/2'X2 CEDAR `r"ALLri ❑R P.T. @ 16'I.C. 1 OVER PAPER PLACE BEAD OF CAULK BEFORE INSTALLING FLASHING LAP BUILDING PAPER OVER FLASHING PAPER SPLIT FOR CLARITY " LAP FLASHING :..; OVER 1 PIECE OUTSIDE CORNER FLASHING, SET IN CAULK STEP 1 BELLY BAND STEP 2 =019"Amas [IwALL-2 N LH CO : Cq -C �) ::T) VJ �W�^ VJ Z Q W Q Z O O Q � 0 �Wz_ Q � 2 u) Q a _j Wm OQ W J 02 m W zp LO 2 cr) QQ O J U) X6;A�RRK 0 \ LIPETERSON GISTEREDR¢�I IT STATE OF WASHINGTON 0 05/702 EXP: O'B/3m/22 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: MDTH-15(o DATE - 05/2':B/2021 G=;ENEiRAL 5TfRUCTUIRAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) 60 PSF (DECKS) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, Kz, = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D So = 1.5 - IBC FIGURE 16133(1) Scs = 1.0, le = 1.0, R=6.5 CS = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SUWACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SHOP DRAWINGS; IF THE FABRICATOR'S SHOP DRAWINGS DIFFER IN DESIGN OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. SEAL AND SIGNATURE TO BE AFFIXED PRIOR TO SUBMISSION OF DRAWINGS FOR REVIEW BY THE ARCHITECT. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTAL TO ACHITECT AND ENGIEER ALLOW TWO (2) WEEKS FOR REVIEW. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM I'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM 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 41/2go ±1.596 BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS 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 PROTECTION SLAB AND WALL BARS: INTERIOR FACES 11/2" EXPOSED TO WEATHER OR EARTH 11/2" (05 AND SMALLER) 2" (% AND LARGER) FOOTING BARS 311 TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DM OR BETTER POSTS DF*2 OR BETTER 2x FRAMING HFn 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 UN.O. MACHINE BOLTS TO BE A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d s 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d m $" 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 (24/16) WITH A MINIMUM PANEL EDGE NAILING OF Sd 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF NOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' L5TA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SNAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2016 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER 5HEAR WALL 5CHEIDULE- MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX ad im 6" O.C. 5/8" a 60" O.C. QaII = 230 PLF OR OSB '/2" CDX ad a 4" O.C. 5/8116 32" O.G. QaII = 350 PLF OR OSB '/2" CDX ad a 3" O.C. 5/811 a 1(o" O.C. QaII = 450 PLF C OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T14 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 7 INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. EDGE OF PLATE WASHER 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 AF3PA SDPW5 TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. COPYRIGHT 2021, SEGA ENGINEERS z O z to N nH N Lu 0 O LU Lu Q � W U� Lu a b a cQ 0 cq w rn w cq cq JSNW4 Lu 0 m co CC 0 m -.9 JOB 21-031 25' SLEEVE SECTION ELEVATION 5 FOUNDATION PENETRATION v2?% SCALE: 34" ■ I'-0" e e a e cr L V STEM WALL a a 4 � a a a ADD "4 J BAR FOR a STEPS EXCEEDING 2'. a 2 MAX. I MAX. CONTINUOUS FTG. I'-0" MINIMUM REINFORCEMENT 4 STEPPED FOOTING DETAIL .7�.0 SCALE: 34" ■ I'-0" ----- ------ I [I F 711L-- I II I II I II I BLOCK OUT FOR I DOORWAY _c4 C) O t CsRID BLOCK OUT FOR DOOR144Y r s II II II I II I ! II II I----------- --- -- —, L--- I II 0 O — — — — — — — — — — O ONOVER 6 N 4* COMA= VAPOR MARRER OMP AND GRAVEL CABS —0 O •ho I ` 4'C0NG. SLAC W PIDER S DOORWAY i I ol� REMFORCMG OVER 6 MIL v DARRIER CN 4' GOMPACr a —I— I II AND GRAVEL CASE -2 L r I ao //fir —=j I I BLOCK OUT FOR II I II MOM OUTFOR ao DOORWAY I II II II II LLI REMFORCMG OVER 6 MIL VAPOR II F — — 00 _J F r� fj 1 to 0 --! L ---- -- ' -------------II II � \ BLOCK our FOR o 1 Z II I DOORIIAY I -- -------------71I "00=191111 aI x n' TNICIQDW I #1= 87" TOOTING TYPR W (Z) % CARB C"-) L J � II I II I -- ----- L----- -----� SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN 2x PT SILL w/ ANCHOR BOLT PER PLAN OR SCHEDULE. USE N8"4 a 60" OC. MIN. aIlea 144 <a NAl 04 BAR CONT. l 16"W x 12"D FTG 3 THICKENED SLAB FOOTING a SHEAR WALL S2 o SCALE: 34' ■ 1'-0" I L'J I - - - - - - - - - - - - - - I ------------- BLOCK OUT FOR DOORWIAY II II II I II l II l II FOUNDATION PLAN 1/411=1 P-0)) 2 x 6 FRAMING 9 16" O.C. STHD HOLDOWN PER PLAN. 4" SLAB ON GRADE OVER VAPOR BARRIER ON COMPACT BASE. SHEATHING 4 NAILING Y2PER PLAN OR SCHEDULE. x PT SILL w/ 3 x 3 x 1/4" GALV. PLATE WAHSER 4 %4 ANCHOR BOLT PER PLAN OR SCHEDULE. E7 NOTE: SEE ARCH FOR FIRE BLOCKING, AIR GAP, 4 RATED WALL ASSEMBLY 04 BAR a 1811 O.C. - VERT. 04 BAR CONT. - TYP. QQ a 2 FOUNDATION FRAMING a PARTY WALL 82.0 SCALE: 3i4" ■ I'-0" ------ ----- I II I II I II I O BLOCK OUT FOR O �I I DOORWAY CsRID I II r — --J I BLOCK OIlf FOR DOMAY i•I II II I II I ! d I----------- --- -- —, L--- llz LJ 4' CONC. SLAC IW FIMEAhEBN 0 O SCHEDULE FOR 3x STUDS. II r•I ONOVER 6 N 4* COMA= VAPOR MARRER OMP AND GRAVEL CABS —0 O •ho 4" SLAB ON GRADE OVER n O-- --- —�--i DOORWAY i I ol� II II � I II '1m• r A ao //fir —=j I I II I II MOM OUTFOR ao ` 41 COW- 8LA6 UY rMi 'SW I II II II II LLI REMFORCMG OVER 6 MIL VAPOR m 00 I I fj 1 to 0 ---- -- ' -------------II II � \ LJ o II -- -------------71I I � II U II II II I —W II II II co � I L11LBLOCKOUT FOR —DOORWAY Bwac ow FOR ------ ------ DOOMAY -----J I � r o Low � V I6' x a. TN I I ri F, O STRIP FOUNDATION PLAN 1/411=1 P-0)) 2 x 6 FRAMING 9 16" O.C. STHD HOLDOWN PER PLAN. 4" SLAB ON GRADE OVER VAPOR BARRIER ON COMPACT BASE. SHEATHING 4 NAILING Y2PER PLAN OR SCHEDULE. x PT SILL w/ 3 x 3 x 1/4" GALV. PLATE WAHSER 4 %4 ANCHOR BOLT PER PLAN OR SCHEDULE. E7 NOTE: SEE ARCH FOR FIRE BLOCKING, AIR GAP, 4 RATED WALL ASSEMBLY 04 BAR a 1811 O.C. - VERT. 04 BAR CONT. - TYP. QQ a 2 FOUNDATION FRAMING a PARTY WALL 82.0 SCALE: 3i4" ■ I'-0" ------ ----- I II I II I II I O BLOCK OUT FOR O �I I DOORWAY CsRID I II r — --J I BLOCK OIlf FOR DOMAY i•I II II I II I ! d I----------- --- -- —, L--- llz SHEATHING 4 NAILING PER o IBJ I I II SCHEDULE FOR 3x STUDS. II II r•I CD BLOCK OUT FOR •ho 4" SLAB ON GRADE OVER n O-- --- —�--i DOORWAY i I J II II � I II '1m• r A ao //fir —=j I I II I II MOM OUTFOR ao ` 41 COW- 8LA6 UY rMi 'SW I II II II II FOUNDATION PLAN 1/411=1 P-0)) 2 x 6 FRAMING 9 16" O.C. STHD HOLDOWN PER PLAN. 4" SLAB ON GRADE OVER VAPOR BARRIER ON COMPACT BASE. SHEATHING 4 NAILING Y2PER PLAN OR SCHEDULE. x PT SILL w/ 3 x 3 x 1/4" GALV. PLATE WAHSER 4 %4 ANCHOR BOLT PER PLAN OR SCHEDULE. E7 NOTE: SEE ARCH FOR FIRE BLOCKING, AIR GAP, 4 RATED WALL ASSEMBLY 04 BAR a 1811 O.C. - VERT. 04 BAR CONT. - TYP. QQ a 2 FOUNDATION FRAMING a PARTY WALL 82.0 SCALE: 3i4" ■ I'-0" ------ ----- I II I II I II I O BLOCK OUT FOR O �I I DOORWAY L� O BLOCK OUT FOR DOORWAY I CsRID I II r I I i•I II II STUD AT END OF SHEAR WALLS d I----------- 4 HOLDOWNS. SEE SHEAR WALL llz SHEATHING 4 NAILING PER o SCHEDULE FOR 3x STUDS. PLAN OR SCHEDULE r•I BLOCK OUT FOR •ho 4" SLAB ON GRADE OVER 04 BAR - HORIZONTAL DOORWAY J I � FINISH GRADE OR r A ao //fir I ao ` 41 COW- 8LA6 UY rMi 'SW LLI REMFORCMG OVER 6 MIL VAPOR m CARRIER ON 4' COMPACT BAND I I fj 1 O AND GRAVEL CASE � ---- -- ' -------------II II � \ o ---- -- -------------71I I � o U II II II I . P..4 co Bwac ow FOR i•d DOOMAY I o � V I6' x a. TN I I ri F, O STRIP b I LL cQ 4 BARD W (Z) "4 CARS LLL -- — — — — — L� O BLOCK OUT FOR DOORWAY I CsRID I II r I I i•I II II STUD AT END OF SHEAR WALLS d 4 HOLDOWNS. SEE SHEAR WALL -J i� 'J �,l a 9 I GRADE 2x PT SILL w/ ANCHOR BOLT STHD HLDOWN 4 3" x 3" x 1/4 WASHER PER PE PLAN PLAN OR SCHEDULE. USE bis" 4 a 60" O.C. MIN. MIN. 8„ 04 L15AR 0 18" O.C. - VERTICAL O' 811 04 BAR CONT. (TYP.) i� FOUNDATION AT SLAB ON GRADE S� SCALE: 34" ■ I'-0" z CsRID SEE ARCH. FOR INSULATION 2x STUD PER PLAN. USE DBL AND THEWAL BREAK i•I STUD AT END OF SHEAR WALLS d 4 HOLDOWNS. SEE SHEAR WALL llz SHEATHING 4 NAILING PER o SCHEDULE FOR 3x STUDS. PLAN OR SCHEDULE r•I •ho 4" SLAB ON GRADE OVER 04 BAR - HORIZONTAL a�0 VAPOR BARRIER (TOP 4 BOTTOM) � FINISH GRADE OR � A I GRADE 2x PT SILL w/ ANCHOR BOLT STHD HLDOWN 4 3" x 3" x 1/4 WASHER PER PE PLAN PLAN OR SCHEDULE. USE bis" 4 a 60" O.C. MIN. MIN. 8„ 04 L15AR 0 18" O.C. - VERTICAL O' 811 04 BAR CONT. (TYP.) i� FOUNDATION AT SLAB ON GRADE S� SCALE: 34" ■ I'-0" z FOUNC) ATION NOTES: I. SEE SHEET 51.0 FOR GENERAL STRUCTURAL NOTES. 2. SEE ARCHITECTURAL FOR ITEMS E DIMENSIONS NOT SHOWN. 3. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL.' 4. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 5. INDICATES "SIMPSON" HOLDOWN SEE SHEARWAL SCHDULE ON6. D ANCHOR BOLTLSI E 4E PACING. SHEET SI0 FOR 5 2o COF*'RIGHT 2020, 5FGA ENGINEERS I JOB 21—O3i 03 i•I d llz O o �, r•I •ho a�0 C•'r � W � ao 40 ao LLI m fj 1 O � \ o > •� LLI o U A4 I . P..4 co i•d v U o � V <S ri a b cQ w W e� w cQ FOUNC) ATION NOTES: I. SEE SHEET 51.0 FOR GENERAL STRUCTURAL NOTES. 2. SEE ARCHITECTURAL FOR ITEMS E DIMENSIONS NOT SHOWN. 3. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL.' 4. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 5. INDICATES "SIMPSON" HOLDOWN SEE SHEARWAL SCHDULE ON6. D ANCHOR BOLTLSI E 4E PACING. SHEET SI0 FOR 5 2o COF*'RIGHT 2020, 5FGA ENGINEERS I JOB 21—O3i Lu llz Lu LLI LLI LLI 1L FOUNC) ATION NOTES: I. SEE SHEET 51.0 FOR GENERAL STRUCTURAL NOTES. 2. SEE ARCHITECTURAL FOR ITEMS E DIMENSIONS NOT SHOWN. 3. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL.' 4. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 5. INDICATES "SIMPSON" HOLDOWN SEE SHEARWAL SCHDULE ON6. D ANCHOR BOLTLSI E 4E PACING. SHEET SI0 FOR 5 2o COF*'RIGHT 2020, 5FGA ENGINEERS I JOB 21—O3i RATED SHEATHING PER PLAN 21_011 ad 6 6" O.C. ad a 6" O.C. (MAX.) H1 FRAMING ANCHOR '/2" RATED SHEATHING i NOTE: EACH OUTRIGGER /i RATED SHEATHING w/ TRUSS TO DEVELOP = N 2 x 6 OUTRI ERs 24" O.C. ad m 4" O.C. t0 FRAMING STAGGERED SHEATHING CAPACITY OF CONNECTOR U1 PER PLAN. EXTEND OVER H1 FRAMING ANCHOR TRUSS PER PLAN 2x VENTED BLOCKING. EACH TRUSS. USE H10A-2 6� LLO ad Is 6" O.C. At DBL TRUSS. 2x BLOCKING BETWEEN A35 FRAMING ANCHOR is 24" O.C. DBL 2x TOP PLATE. -1 LU w OUTRIGGERS. END NAIL (BEAM At SIM,) U N EACH END w/ (2) ad H1 FRAMING ANCHOR DROPPED CHORp 2x VENTED BLOCKING. TRUSS PER PLAN END TRUSS CONNECTOR STRAP END NAIL t0 TRUSS s DBL 2x TOP PLATE. LAP SPLICE SHEAR WALL SHEATHING A35 48" O.C. PER PLAN. EACH END w/ (2) ad, 4'-0" MIN. 4 NAIL w/ 16d -s 4" O.C. NAILING PER PLAN OR NOTE: STAGGERED. ADD LSTA24 TO SHEAR WALL SCHEDULE. TRUSS PER PLAN. TRUSS PER PLAN INSTALL CONNECTOR PRIOR WALL SHEATHING AND NAILING SPLICE PER PLAN PER PLAN OR SCHEDULE. 2x BRACE PER TRUSS t0 PLACING COMMON TRUSSES03 SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. SUPPLIER OR a 48" O.C. DBL 2x TOP PLATE. LAP SHEATHING AND NAILING 2x STUD (NOT SIM) MEMBER OR BLOCKINGSECURE w/ A34 EACH END. SPLICE 4'-0" MINIMUM PER PLAN OR SCHEDULE. q o DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL 2x FRAMING w w/16d s 8" O.C. STAGGERED. w 0 an.01 1 TYPIGAL ROOF FRAMING CONNECTION 2 ROOF FRAMING END TRU55 3 ROOF FRAMNIG AT COVERED PATIO DRAG 5TRUT CONNECTION •� S2 0 SCALE: I" = I'-0" 52 0 SCALE: I" = I'-0" 52 0 SCALE: I" = I'-0" S2 0 SCALE: I" = 1'-0" o U q u 6 O.G. ad 6 RUSO.C. 0 c (LENGTH OF TS) 1/2" RATED SHEATHING 16d s 16" O.C. SOLE /2 RATED SHEATHING PLATE NAILING. DBL 2x TOP PLAtE�co MSTC HOLDOWN � °0 pRAFT SLOP PER ARCH. STRAP PER PLAN // SOLID RIM JOIST ___________________________________________ bt k �' 0 rA HDR PER PLAN.co NOTE: NOTE: 3/4" SUBFLOOR SEE ARCHITECTURAL FOR�, (3) ad JOIST-TO-TOPa MAXIMUM LATERAL 2x BLOCKING AT FIRE BLOCKING 4 RATED PLATE U.N.O. MAINTAIN �--En LOAD IN EITHER TRUSS, PANEL EDGE WALL ASSEMBLY II SHEATHING NAILING PER PLAN. MIN. 1�/2" END DISTANCE. a V = 3,000 LBS. A35 FRAMING ANCHORS 32 O.C. SPLICE TO OCCUR ON COMMMON 3x BLOCKING. EXTEND W 2x NAILER w/ 16d �i 01 MEMBER OR BLOCKING (2) BAYS (24" MINIMUM) T p� I'-0" 4" O.C. TO TRUSS OR TO CORNER w TRUSS PER PLAN. PROVIDE (TYP) TRUSS PER PLAN GABLE END TRUSS OR OTHER SHEATHING NAILING PER TRIMMER StUDIS) W cQ INTERMEDIATE MEMBERS FOR PLAN OR SCHEDULE. 2x FRAMING PER PLAN. JOIST PER PLAN '/2" PLYWOOD (2%d w/ (2) ROWS SHEATHING NAILING. (BEAM AT SIM.) ad s 4" O.C. t0 TOP PLATE 4 NOTE: 2x pBL TOP PLATE. LAP ed's 4" O.C. EDGE NAILING ye SHEAR WALL SHEATHING SPLICE 4'-0" MIN. 4 NAIL KING 5TU[)—\ MAY BE LOCATED ON w/ 16d 's 6" O.C. STAGGERED. SHEATHING 4 NAILING 2x FRAMING PER PLAN EITHER SIDE OF FRAMING. PER PLAN. 1/2" RATED SHEATHING 5 INTERIOR 5HE,AR WALL TRU55 6 ROOF FRAMING CONNECTION PARTY WALL rl TYPICAL FLOOR FRAMING CONNECTION NAILING PER SCHEDULE. LSTA STRAP PER 52.0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" 52.0 SCALE: I" = 1'-0" , PLAN (TYP). NOTE: 2x SILL PLATE — — - - SEE ARCH FOR FLASHING -f - 16d 6 8 SOLE SHEATHING s NAILING PER PLAN. 4 TRESHOLD CONDITION.cn PLATE NAILING. SPLICE t0 OCCUR ON COMMON �-- LSL RIM JOIST (TYP.) MEMBER OR BLOCKING.3x BLOCKING ]zSd � 6 O.C. A35 FRAMING ANCHOR 3/4" SUBFLOOR 2x PT LEDGER w/ (3) SOLID RIM JOIST 3/ 11 SUBFLOOR (TYP) aI_Lu_—u. SII' 's 32" O.G. ROWS 16d tv 8" O.C. 3/4" SUBFLOOR 4 tJl BLOCKING 8 5PEAR WALL FORCE TRAN5FER DETAIL �-- NOTE: I -JOIST PER PLAN s2.0 SCALE: I" = I'-0" SEE ARCHITECTURAL FOR LUSZ JOIST HANGER 10d 4" O.C. -STAGGER SIDES. 2x NAILER w/ 16d 's 8" O.C. NAIL THROUGH TOP SURFACE FIRE BLOCKING DETAILS t0 TOP PLATE. 4 RATED WALL ASSEMBLY. (DO NOT TOE -NAIL). JOIST PER PLAN. TOE -NAIL t0 - SHEATHING NAILING PER TOP PLATE w/ (3) ad. PT 2x JOIST PER PLAN PLAN OR SCHEDULE. -A 2x DBL TOP PLATE. LAP _tJ1 JOIST PER PLAN SEE ARCH. FOR MEMBRANE SHEATHING 4 NAILING SPLICE 4'-0" NAIL w/ DTT1Z DECK TIE 48" O.C. WATERPROOFING 3/4" SUBFLOOR PER PLAN OR SCHEDULE 16d tv 8" O.C. STAGGERED. 2x FRAMING PER PLAN. 2x FRAMING PER PLAN (BEAM At SIM.) > :zSEE ARCH. FOR AIR GAP LIA 2x FRAMING PER PLAN. g FLOOR FRAMING AT PARTY WALL 10 FRAMING CONNECTION DECK 11 FRAMING AT SEARING WALL � � � —A s2.0 SCALE: I" 2 I'-0" S2 0 SCALE: I" 2 I'-0" S2 0 SCALE: I" = V-0" 2x Pt JOIST PER PLAN—/ LUSZ28 HANGER NOTE: V_ NOTE: 16d 6 4" SOLE SEE ARCH FOR FLASHING 4x PT BEAM PER PLAN SEE ARCHITECTURAL FOR PLATE NAILING. 2x FRAMING PER PLAN 16d 6 16" O.C. SOLE SHEATHING NAILING PER PLAN. 4 TRESHOLD CONDITION. � Cl FIRE BLOCKING i RATED PLATE NAILING. SPLICE t0 OCCUR ON COMMONU —A WALL ASSEMBLY SOLID RIM JOIST SHEATHING 4 NAILING PER Sd 6" OC MEMBER OR BLOCKING. 16d a 8" O.C. SOLE • JI-p__�/ PLATE NAILING PLAN OR SCHEDULE. MSTC HOLDOWN 12 FLOOR FRAMNIG o FLUSH PEAM 3/4 ° SUBFLOOR 3/4" SUBFLOOR LSL RIM JOIST LUS JOIST HANGER STRAP PER PLAN 3 52.0 SCALE: NONE A35 FRAMING ANCHOR � /4 SUBFLOOR LSL RIM JOIST w/ A35, 24" O.C.FRAMING ANCHORA 24" O.C. TO TOP PLATE. 2x Pt LEDGER w/ (3)JOIST PER PLAN JOIST PER PLAN 2x DBL TOP PLATE. LAP ROWS 16d 's 8" O.C. I -JOIST PER PLAN LUS 'Z' TYPE JOIST PER PLAN SPLICE 4'-0" � NAIL w/ JOIST HANGER SHEATHING 4 NAILING 16d tv 8" O.C. STAGGERED. 2x FRAMNG PER PLAN 2x Pt LEDGER w/ (2) PER PLAN OR SCHEDULE 2x STUDS PER PLAN. ROWS 4" LEDGERLOK 2x FRAMING PER PLAN ANCHOR -9 16" O.C. 0 13 FLOOR FRAMINGAT PARTY WALL 14 FRAMING AT INTERIOR WALL 15 FRAMING CONNECTION � DECK 52.0 SCALE: 1" = I'-0" 82.0 SCALE: I" = P-0" S2 0 SCALE: I" = I'-0" COPYRIGHT 2021, SEG A ENGINEERS JOB 21-03i 3'-0" MIN CLR FROM 3'-0" MIN CLR FROM 3'-0" MIN CLR FROM EXHAUST VENTS TO EXHAUST VENTS TO EXHAUST VENTS TO OPERABLE OPENINGS OPERABLE OPENINGS OPERABLE OPENINGS 3'-0" 3'-0" 3'-0" z Z lll N Z:::3 0 U__ ---- LU JU L:u DIRECTION 1: � OF SLIDER I BEDROOM 2 BEDROOM 3 I I I I 9'-m" CLG 9'-m" CLG II I I F_ l I I I I I I I I j---- MSTR �� BEDROOM I � I I I I r Q Z J � Q a -- -rl I B TH Ix ATH I i 0 I GONG. PAT10 LL I ill i II � I I H z LU F _F lil I I J �- IIII � -1 z ® _ I \X� II I I I I 00 a � LI�/INC ROOM IF—- _-1 / \ ILL J I I I 00 U 13'-0„ cLG KITCHEN I w F. 00 AUT I L I TY I I - III 00 1 1 EFI 11 I I i u i I MECHANICAL VENT PLAN -UNIT A 1/4.=1' -OA Location Minimum CFM Kitchen fan 100 CFM / 25 CFM - Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Laundry 0 REGISTERED CT AR¢'�IT�/`� ' n63901 ARK D, PETERSON STATE OF WASHINGTON EXP: 0 LLI co fan 65 CFM / 20 CFM 0 REGISTERED CT AR¢'�IT�/`� ' n63901 ARK D, PETERSON STATE OF WASHINGTON EXP: 0 LLI co W co f - Z 0 W 2 Q Z 0 0 Q � V (L W Z Qom= VJ Q Q � J � m � Q W M W � 0 2 L0 M T-1 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer FOURNE Wel 3'-0" MIN CLR FROM EXHAUST VENTS TO OPERABLE OPENINCz5 3'-0" z z F.XHAU57 SANS LL 1:V Location Minimum CFM GONG. PATIO z o z DIRECTION -4(21 Kitchen fan 100 CFM / 25 CFM OF SLIDER Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Laundry fan 65 CFM / 20 CFM —� � II II I I I I m I r---- F_ Z MSIR BEDROOM 2 BEDROOM I I I I J J I r g' -m" cLCx g' -m" cLCx I I I I ---- LIVING ROOM I I I I Q a J I II I I I I LL Z I I I I W 1 II � I I I I J I I I I Q IIII U Z 0.0-------------------- B -- — -- —--TH/l I = O O EF UTILITY KITCHEN W F__ / ---J—� L___JL __J D NOTE: PROVIDE SOFFIT AT 8'-0" AFF FOR VENTILATION DUCTS. SOFFITS TO BE BELOW THE INR FLOOR/ CEILINC-s UNIT SEPARATION MECHANICAL PLAN- UNIT B 1/4A=1' -OA 0 REGISTERED AR¢'�IT�/`� , ' ARK D, PETERSON STATE OF WASHINGTON 01 EXP: (d9/30 LLI co VLJ V co f Z0 W 200 Q Z Q � V (L IIIJ Z Qom= Cl) � Q Q ) J )0-. M cr Q W m W � 0 L0 C7 T-13;93 /22 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 FOURNE Wel MDTH-156 DATE. (05/29/2021 0 1o� bJ 3'-0" MIN CLR FROM EXHAUST VENTS TO OPERABLE OPENINGS �� II 3'-0" /or Z7 EXHAUST BINS 4� NZ O Location Minimum CFM }Z Kitchen fan 100 CFM / 25 CFM LU ,u DIRECTION � � p� OF SLIDER > L \D:;� o I I I I � I III ill V ----� z III I � J L I V I NC ROOM I I J I III----�---- BEDROOM J � I III a III � III J LL I C LU I II C z � I I III I J III Q I I IIII V I I Q � O BATH E.F. LV O 00 �.F. L ---JL J--�—� L— —JL --J NOTE: PROVIDE SOFFIT AT 5'-0" AFF FOR VENTILATION DUCTS. SOFFITS TO BE BELOW THE 1HR FLOOR/ CEILING UNIT SEPARATION MECHANICAL PLAN -UNIT B 1/4"=1' -OA Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Laundry VLJ r�rnn f VJ Z 0 W Q O (L W aJ Q IM � Q � �W om 2 L0 Q O l BY W01 X6390 \ \/ REGISTERED AR¢'�IT�/`� ' T'RK'D, PETERSON STATE OF WASHINGTON EXP: m9/30 /22 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 FOURNE Wel DATE 05/29/2021 fan 65 CFM / 20 CFM VLJ r�rnn f VJ Z 0 W Q O (L W aJ Q IM � Q � �W om 2 L0 Q O l BY W01 X6390 \ \/ REGISTERED AR¢'�IT�/`� ' T'RK'D, PETERSON STATE OF WASHINGTON EXP: m9/30 /22 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 FOURNE Wel DATE 05/29/2021 3'-0" MIN CLR FROM 3'-0" MIN CLR FROM 3'-0" MIN CLR FROM EXHAUST VENTS TO EXHAUST VENTS TO EXHAUST VENTS TO OPERABLE OPENINGS OPERABLE OPENINGS OPERABLE OPENINGS 3'-0" 3'-0" 3,_0" 401 W XHAU57 �AN5 Z o Z — 1 � LU -10 d =O DIRECTION Q 7 OF SLIDER U_ II IIII �LaundryI I I I DROOM 3 I 9'-m" cLG I II D MSTR J BEDROOM J IIO I I I � Q BATH a BAT � IIII O F- O 0 GONG. PATIO J � I O � e� O Z IIII W IIII > � IIII J IIII V F �I ® UTIL TIT II �X� Q L _J LIVING ROOM = � O I I � KITCHEN 9'-m�' cLG U O O i I Ute ' Tye O O EF W �I O O EF VT F L L JL J V FI NOTE: PROVIDE SOFFIT AT 8'-m" AFF FOR VENTILATION DUCTS. SOFFITS TO BE BELOW THE 1HR FLOOR/ CEILING UNIT SEPARATION MECHANICAL VENT PLAN- UNIT D 1/4.=1' -OA Location Minimum CFM Kitchen fan 100 CFM / 25 CFM Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM Bathroom fan 65 CFM / 20 CFM fan 65 CFM / 20 CFM VJ co f— Z0 W 5 Q L O (L W aJ J � Q IM � Q � W om Q o J W01 X6390 \ \/ REGISTERED AR¢'�IT�/`� ' ARK D. PETERSON STATE OF WASHINGTON EXP: (d9/30 /22 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 FOURNE Wel DATE 05/29/2021 ELECTRICAL DEVICE LEGEND OTY SYMBOL DESCRIPTION 444 ,�-{, DIIPLB(RECEPTACLE APPROVED BY - { 110 22 REVISIONS DUPLEX RECEPTACLE Z m 11 O- HALF HOT a Go Y A 232 BFI RECEPTACLE JOB NO: CXXXXX cq LEGENDS SWITCHING LEGEND QTY SYMBOL DESCRIPTION 376 $ SINGLE SWITCH I44 N 3 -WAY SWITCH SYMBOL DESCRIPTION 13 JA 16 TIMED SWITCH U9 DRAWN BY- SLF Ui APPROVED BY - W9 Approved Dale REVISIONS ry Z m a Go Y A - ZLU JOB NO: CXXXXX cq LEGENDS LIGHTING LEGEND SHEET NO. a N QTY SYMBOL DESCRIPTION 13 JA W a m T 120 SURFACE MOUNT 4 LIGHT FIXTURE J 257 ® CAN LIGHT 13} JQ a 45-{ EXTERIOR SCONCE L 7 LO 27 EXTERIOR 0 a v EMERGENCY LIGHT 38 HEAT LAMP FAN COMBO 38 BATH VANITY U) I— Z Lr) w It m < U ... L11 Y C!) O Q r Q DRAWN BY- SLF 03-24-18 APPROVED BY - Approved Dale REVISIONS NO. BY DATE I'L - JOB NO: CXXXXX LEGENDS SHEET NO. EO. 1 MAIN FLOOR MAIN FLOOR 3116" =1' Amor — I"1 1170, ry Zm 4 z Y Lo N u O W a� J a 3 W a W a Lb CD } 4 L > F- DRAWN BY- SLF 3-20-18 APPROVED BY - Approved Date REVISIONS NO. BY DATE JOB NO, MAIN FLOOR SHEET NO, E1 00 LEVEL 3 ------------------ LEVEL 2 ----------------- LEVEL 1 MAIN FLOOR SSB — I all 1201268 v 1 zol2oa v 1 z012os v 1 z012aa v 12a1z08 v 1 zo1260 v 100AMP 100AMP 10DAMP 100AMP 100AMP 100AMP 30 SPACE 30 SPACE 30 SPACE 30 SPACE 30 SPACE 30 SPACE --------------- - --------- z 100 1201208 V 120120$ V 1201208 V 1201208 V 1201208 V [30 1208 V 120/208 V 1201208 V w 100AMP 100AMP 100AMP 100AMP 100AMP 0AMP 100AMP i00AMP 30 SPACE 305PACE 30 SPACE 30 SPACE 30 SPACE SPACE 30 SPACEM.L.O.M.L.O. M.L.O. M.L.O. .LO, M.L.O. M.L.O. --------------------------------------- - - ----- w w rY 100 120/208 V 120/208 V 120/208 V [1 20/208 V 1201208 V 1201208 V 1201208 V r211208V1a0AMP 100AMP 100AMP IOOAMP 100AMP 100AMP 100AMP 0AMP¢ 30 SPACE 30 SPACE 30 SPACE 30 SPACE 30 SPACE 30 SPACE 30 SPACE SPACEM.L.O. M.L.O. M.L.O. M.L.O. M.L.O M.L.O. M.L.O. .L.U. 1000 AMP cim u0 3 PHASE C6 awass 12Qf208V 0� n�rmix W MAIN DISCONNECT AIC 65.000 C 200AMP 1201208 V 42 SPACE 30 -------------------- DRAWN BY- SLF 3-20-16 APPROVED BY - Approved Date REVISEONS INO. BY DATE Q JOB NO, PR170141 ONELINE SHEET NO. E500 Z� Y � Z"� U C14a W a LU 3 7 Q J y a > r 1201268 v 1 zol2oa v 1 z012os v 1 z012aa v 12a1z08 v 1 zo1260 v 100AMP 100AMP 10DAMP 100AMP 100AMP 100AMP 30 SPACE 30 SPACE 30 SPACE 30 SPACE 30 SPACE 30 SPACE --------------- - --------- z 100 1201208 V 120120$ V 1201208 V 1201208 V 1201208 V [30 1208 V 120/208 V 1201208 V w 100AMP 100AMP 100AMP 100AMP 100AMP 0AMP 100AMP i00AMP 30 SPACE 305PACE 30 SPACE 30 SPACE 30 SPACE SPACE 30 SPACEM.L.O.M.L.O. M.L.O. M.L.O. .LO, M.L.O. M.L.O. --------------------------------------- - - ----- w w rY 100 120/208 V 120/208 V 120/208 V [1 20/208 V 1201208 V 1201208 V 1201208 V r211208V1a0AMP 100AMP 100AMP IOOAMP 100AMP 100AMP 100AMP 0AMP¢ 30 SPACE 30 SPACE 30 SPACE 30 SPACE 30 SPACE 30 SPACE 30 SPACE SPACEM.L.O. M.L.O. M.L.O. M.L.O. M.L.O M.L.O. M.L.O. .L.U. 1000 AMP cim u0 3 PHASE C6 awass 12Qf208V 0� n�rmix W MAIN DISCONNECT AIC 65.000 C 200AMP 1201208 V 42 SPACE 30 -------------------- DRAWN BY- SLF 3-20-16 APPROVED BY - Approved Date REVISEONS INO. BY DATE Q JOB NO, PR170141 ONELINE SHEET NO. E500 I&M VOLT. 3 PHASE, 4 WIRE _ 236Y.20 VOLT.. S PM!Yl:.... 3 I IIC AIC. 200ANPWA Heal: moo CONNECTED DEMAND TENANT LOADS 1 HER H 1A0 2012 .EK kV 1 531.15 KVA 3 HEAT H 100 2012a 831.',5 KVA A73111% 878:21 KVA 871.15 AMPS HOUSE XAX _ D 0.12 2%r� C 2011 1.M�R OEIYEFtIt BUt00lC RECEPT.ClE6 UGHrhG'.W 027 KVA 0.34 KVA REMP-ACLE LCAa 1.44 KVA 1.44 KVA MOTOR LOAD 0.08 KVA 0.00 KVA HEATLOAD 200 KVA 200 KVA DEAWATED 024 KVA 0.24 KVA 25% LARGEST MOTOR 4 KVA --- 5.85 KVA 4.02 KYA 11.18 AIRS TOTALLOAO CONNECTED DEM00 mSB 831.15 KVA 289.21 KVA HOUSE 3.85 KVA 4.22 KVA 4500 835.1.0 KVA 3C3.23 KVA 84131 A5i.1 P_A78 LA©K7EHC LEWEL ONE BUILDIN(I SERVM BULOMO _ 236Y.20 VOLT.. S PM!Yl:.... 3 I IIC AIC. 200ANPWA Heal: wrl TYPE RYA A+P NWA AIF WA TYPE LCAGO®CRPTION LXT 1 HER H 1A0 2012 Al16H 0:14 L 006RALBUILVINGWIPMG 2 3 HEAT H 100 2012a 1611 0.1/ L GMERFL SUILDIN3 LRfTiN( 4 __ 6 » tPRIN.�ER STBfEM _ D 0.12 2%r� C 2011 1.M�R OEIYEFtIt BUt00lC RECEPT.ClE6 6 7 RREALARMPANEL - D 0.12 2CH A & 6650 45W 300 2964 t1-- 104 1145 ...-1111... .....................- 12 19 4500 A ..� 4 _.�- - IT --- - - _.,....,._.,......�...,_ C 1a 10 4500 A m -� 106 762 -- 6500 22 4500 C I u 29A _ 12CW 24 � ...Y...... _.__ 2C .. ..,' C 20 3447 log 1149 A_ _.. _.-_.................. � 82 3s 4500 a s4 17 201 :159 A 06 - - 32 __ - ----- _ B 46 3465 202 1155 12770 42 PH46ELCAD FNMA oil 'P4AEE B=- O.eL:K16L - ?HASE:t fJ4.KYA 3W6 LOAOTPE L I R i IN H VAS D A1 K LLS Tom LCAOa 1200 OMKLOM 9.271 IA41 I MCI I 1 021 1 1 1 Las .4w 16.ls. 30M wr001A um 1 -1 IA4 A. -I I I C2AI I I I 4.04 11.16.AWF 12000 13 BOLATED G' WND BUB ❑RAI 1rHTNEIA3R FNCL08URE ❑ FEED THRJ Was Q DOUBLE LSCS ❑#MIN BKR EiUK`TRIP ❑ PANELSIORIS ❑'. 6URFSCr 0 8SWIZEWRKNEiAOL . ❑.IN=RALTV68 Q FLUSH 3000 RIMKB: N_ET_CAC%JWW LOAD _DELERM-.L4:26%,9016TIOW4II:C r------�-...-.,..----- 3447 Boone Electric 11409 58th Avenue East, Puyallup, WA 98373 Building TENANT SERVICE 1 UNC SQFT Range: Wa314,er/Dr"r: Heal: Hot Water SM Appl;arKe: Appliance: 3 VA PER SQFT: 101 1155 12000 6500 65(16 4500 3006 - 2964 3465 102 1155 12000 55M 6WIT 4500 300 2964 3485 103 1149 12W0 650 6650 45W 300 2964 3447 104 1145 12CM 850 6x00 4500 300 2964 3447 105 762 120M 650 4500 4500 300 2964 Im 106 762 1200 6500 450 4500 30M 2964 2296 107 1149 12CW 550 600 4500 300 2964 3447 log 1149 120rJ0 650 6006 4500 300 2964 3447 201 :159 12900 SSW 650 45M 30M 2964 3465 202 1155 12770 650 6500 45M 3W6 2964 3.465 203 1149 1200 55M 600 4500 30M 2964 5447 204 1169 12000 6506 6090 4SDD 3000 2964 3447 205 762 - :2D00 6506 450 4500 3060 _30M 2964 2286 206 762 120 0 65M 45x0 4564. 7964 2286 207 1149 1200 650 600 4500 3006 2964 3447 209 1149 1200 550 691 450D 3000 2964 3447 301 1149 1200 film 610 45cD 300 2964 3447 302 1:49 7200 650 60M 45M 300 2964 9447 303 762 12030 550 450 45W 306 2964 2286 304 762 12030 650 450 450C .4MO 310 2964 2286 3G5 1103 12000 650 501 3D0 2964 3447 306 1145 12030 850 600 4500 3600 2964 3447 TOTAL•2298D: 254000 VA, 13.148 14306 12500 -9 TOTAL UNITS: 22 36% Ye%iaHe- 208 SWIM 65208.. TOTAL VA' 93I140 299213.26 Amps, 831.35 ;MT VA TOTAL:' 38929 38929 384:: 38411 35750 35750 38411 38411 39929 38929 38411 38411 35750 33750 38411 39411 38411 36411 35750 35750 38411 3941. 831148 U_ zu W 3_j I' t W L�L Z W In 19 00 m N LJ CL W U) Z Q Q d Ile Q C) CL DRAWN BY- SLF 3-20-18 APPROVED BY- ............................ Approved Date REVISIONS _ 11,11 . ............. 1111, .,...... ... NO. BY DATE JOB NO.- CXXXXX LOAD CALCS SHEET NO, E501