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2021.0043 TAHOMA BLVD APTS-YELM-BLDG 4 APPROVEDVARIES 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 BLDG 2 BLDG 3 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 BLDG4THIS PERMIT85.75' 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 GENERAL PROJECT NOTES GENERAL CONSTRUCTION NOTES A0.2 EX EX EX EX EX TYPICAL FIRE EXTINGUISHER NOTES EXHAU57 IAN5 070.5 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. 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 6 N N N Z O UW AALEL Lrz7r=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 LU 2 X 4 STUDS AT 16" O.G. WITH 5/6" GYP. BD. 6X6 P POSTS 07) EACH SIDE, UNLESS OTHERWISE NOTED. W/ 12" BUILT-UP 4 STONE VENEER BASE w f- c 4 LO Z I Q d 1 0 0 v: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 LeH71NOi 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. 3.509c 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. 0 I N 0 I 00 I 00 rn I ID 0 I I r7 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 WW Q Z Lo x00 0/ Z MSTR z 9'-0" GLG I I O (3 - - _ _ _ - Q LL W Z 5 a Q 2 E 110V N I N V ® I_ O it - - 3 156R I - - - Res N i1/2 x B TH a 1J _ 1 110V O iTHRESOLD110VtiNIOJ1 II O `i I SSE SPT A0.2 1 1 S.D. ATH IYA4.1 4 - JI S.D. _ 11 1 I 310x60 1mua J 3-0x4 $SLR 2 9 3 CLR L -&-TUB- - J (YI 9 10 E.F 0 Cn LL f1r~ L LL 6 SINK 1 Ln Z Q W WG. PA710 CLR IN O _ L -_ - L JJJ 1 3/1 x 6/8 1 Q m F- 1 I CASED 0LOPGO A4.1 O GLR MIN a , I/2" MAX 5' 0' 5'-5" 3'-7" 5-12 2'-8" 1 2„ 3,_72„ 1, 2„ 4 I 7,- 11THRESHOLD Q O uINuTHRESHOLD 110V 110V Q MIN 30" WIDE X 24" DEEP ~ N 71 A4.1 1 1 SG- - J 11 oil® O Z KNEE SPACE EA i 1 1 CLR MINL - - J COM S.D. C1 Z SEE DETAIL 2 1 p4 - 0.2 ^U F X REFR 1 x Cis,r-- \ 11 O UTILITY 1 0 LI INC ROOM RANGE/OVEN 001 9'-0" GLG KITCHEN W/ HOPD I J t zA 1 SE SHT A0.1/ A0.2 30x48 EF 30x8 oF- L IGLR O O 4 30 c48 RAN xE j Wi- 00 CLi 10 0 L INK -1 1 W t D 1 6390 eW E F. V.T.O. GL REGISTERED 3 SHATLF - L - - IT/` c" V ARK D. PETERSON STATE OF WASHINGTON F-,. r--fir-- 02 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 compliance with all local applicable building codes i4R ,4 5 = M,4 1 N F L O O R where the home is to be constructed. MAIN FLOOR PLAN- UNIT A UNIT A) THREE BEDROOM UNITS 1113 SF TOTAL UNITS (2) 3. Purchaser should have by lic- PATIO 69 SF plans reviewed a ensed builder and struct- ural engineer for compli- SEE SHEET AO.1/ A02 FOR REACH RANGE UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (4) ance to specific site con- ditions. 1/44=1' -OA REQUIREMENTS PATIO 10 SF 4. These plans should not SEE SHEET A02 FOR BATHROOM FIXTURES E be altered by other than a GRAB BAR REQUIREMENTS qualified designer, archi- tett, or structural engineer UNIT D) TWO BEDROOM UNITS 1113 SF TOTAL UNITS (2) PATIO 69 SF riaty Na STAIRWAY/ WALKWAY 1 541 SF MpT---150STAIRWAY/ WALKWAY 2 541 SF DATE 05/29/2021 I 7 EXHAU57 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 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. 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 EXTERIOR WALLS- I HR WALLS 2X 6 STUDS G 16" OG 1 WITH R-21 INSULATION. SEE SHEET A5.1 FOR CALL -OUTS EXTERIOR WALLS- I HR WALLS 2X 6 STUDS a 16" OC 2a WITH R-21 INSULATION. SEE SHEET A5.1 FOR CALL -OUTS INTERIOR PARTY SEPARATION WALL- DBL -I HR WALLS SEE SHEET A5.1 FOR GALL -OUTS 3 INTERIOR WALLS- 1 HR WALLS- BRG 4 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. SEE SHEET A5.1 FOR GALL -OUTS iooioioiooioiooioiooioiooii - • - • • - 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 IIOV 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 VAS C L I eH71Ne 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. 3.509c 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. 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. 8'-0" 35'-1" 4'-0" 4'-0" 13'-11 10'-22" 10'-112" 2'-0" 102„ J* L01 1 f_ 6,_4„ .2 - 2„ . 5'-02° _ 5'-5" - Em a e i I I I I I I O I N J 1/4A=1' -OA P,4T10iTNR H LD sG I I A4.1 6/0 x 4/0 xlox 2 LIVING ROOM 9-0" CLG Z I O I N 12" MA MIN 30" WIDE X _ HRESH LD _J24" DEEP MEET KNEE SPACE AREA II REFR SEE DETAIL C, II 2RANGE/OVEN W/ HOOD 30x481 GLR O 11 RA NcI"sE 12 I OI E.F. I C14 K 1 TGHEN L J SEE SHT AO.1 N 3Ox48 11 CLR SINK DW o N 5/0 x 4/0 xo BEDROOM 2 9'-0" CLG 5'-7" 4'-10" lO S D. 13 \ 5/0 x 14/0 xo MSIR BEDROOM 9'-0" CLG 5'-10" RgS R45 <;/7 6'-5" ie 110V 110V O O I S.D. c.M. L----- 77 O 10 UI I_r LiTM GLLR8 1 1 L W/D I J L ----S- F D- WIIV.T.O... E.F. L - - _J HELF J v 10'-32" 3'-102" 6'-112" 35'-1 " BATH E.F. 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 505'- 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" I I I I I L 1 r I1 oll CLR MIN 1 IIOV 0 O3 S.D. J O C::SINK 3 B H L - _tSEEJSNT 0.2 56x601 1 L _ _ I-CLR J 13Ox6OG- , F. aTRUE (I 8'-g2„ I L Ln 0 i N Ln 0 i 0 i in 0 i D r) 4 fRE,45 M,4 f N FLOOfR UNIT A) THREE BEDROOM UNITS 1113 SF TOTAL UNITS (2) PATIO 69 SF UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (4) PATIO _10 SF UNIT D) TWO BEDROOM UNITS PATIO STAIRWAY/ WALKWAY 1 STAIRWAY/ WALKWAY 2 1113 SF TOTAL UNITS (2) 69 SF 541 SF 541 SF cel J CSI 1- 1U W 071 O S D N 3 U:3 Wnn VJ Z W Q ZBOO Q W Z VJ 3.0 Z W L.LQ a Q W J oC m 0 Ln02co LL Q O L0 Z CQ G 6390 REGISTERED A TF/` c' ' ARK D. PETERSON STATE OF WASHINGTON 01 /OS 2 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 xa MDTH-156 DATE 05/29/2021 EXHAU57 r -ANS 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 1 070.5 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. I. 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 All -1.1 SEC 30-1.4 WAL.L. LECvr=ND EXTERIOR WALLS- I HR WALLS 2X 6 STUDS a 16" OC 1 WITH R-21 INSULATION. SEE SHEET A5.1 FOR CALL -OUTS EXTERIOR WALLS- I HR WALLS 2X 6 STUDS G 16" OC 2a WITH R-21 INSULATION. SEE SHEET A5.1 FOR GALL -OUTS INTERIOR PARTY SEPARATION WALL- DBL -1 HR WALLS SEE SHEET 45.1 FOR GALL -OUTS 3 INTERIOR WALLS- 1 HR WALLS- BRG 4 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. 8'-0" EACH SIDE, UNLESS OTHERWISE NOTED. SEE SHEET A5.1 FOR CALL -OUTS 4'-0" 4'-0" INTERIOR WALLS- NON BRG LEGEND FEFIRE EXTINGUISHER LOCATION TO MEET IBC 906 REQUIREMENTS, 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 KBEC 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. 3.509c OF ALL INDOOR ILLUMINARIES(FIXTURES) SHALL BE HIGH EFFICIENCY. EXTERIOR WDI J 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 5/6" GYP, BD. EACH SIDE, UNLESS OTHERWISE NOTED. I I N 20'-0" 5'-9" 6X6 PT POSTS W/ 12" 64 BUILT-UP 4 STONE I VENEER BASE 5/0 x 4/0 xo 5/0 x 4/0 xo SEI7ROOM 3 9'-0" CLG lO S.D. 5'-112" 4'-10j" O 8'-0" CLG O 7-- 5'- O 4'-8„ 110V I S -D- 8'-82„ I 15-0" 4'-7" 0# 10'-5" 2,-42„ I- 5'-12„ . 2'-11„ 2/6 x 4/0 Fx I2/6 x14/0 csmtI N I 0 I PATIO N UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (4) 00 I 10 SF 00 I 2" MAX LI- 0 1 541 SF STAIRWAY/ WALKWAY 2 541 SF x MSIR N BerMoOM 9'-0" CLG F- - - - - - THREE OL SG I - 1/4'=1'-09 MAIN FLOOR PLAN- UNIT D SEE SHEET AO.1 FOR REACH RANGE REQUIREMENTS SEE SHEET A02 FOR BATHROOM FIXTURES 4 GRAB BAR REQUIREMENTS I J T 3'-0" I, 2,-64» 0 I N , 0 I PATIO N UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (4) 00 I 10 SF 00 I 2" MAX LI- i 1 541 SF STAIRWAY/ WALKWAY 2 541 SF 00 I I Ln I 1%2" MAX THRESHOLD 1 4 I I SG OI47-- ol N O 8,_3„ 4 3,_92„ 3'-10" 5,-12» 3,-7" 101'-5" T 1 1 A4.1 ?1 01 MIN 30" WIDE X 24" DEEP 0 U 1 L - CLR MIN L KNEF S AREA i:::;4 1 1 1 I Ln ri SAGE 2 SEE DETAIL z O 1 1 1 0. - Q o J REFR\ X/ I -U_ 1'-6" TIILITYO IIRANGE/OVEN / I- - - -I 00 LIVINC ROOM 1 zA t - m CLR KITCHEN 9'-0" CLG 3bx48 1- O O 1'a R C - - SEE SHT 40.1 100 I 1 I' 1 I I F 6'W%D J°° -J O 30x4°° BOIEF.1 CLR D W L- a SINK DW V.T.O. F. I L JL- S LF V 3 F- 11 111 ,. 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 50% OF FREEZER COMPARTMENT SHELVES 54" MAX ABOVE FLOOR TYPE A/ B UNITS TO HAVE COUNTERS 34" MAX ABOVE FLOOR 1/4'=1'-09 MAIN FLOOR PLAN- UNIT D SEE SHEET AO.1 FOR REACH RANGE REQUIREMENTS SEE SHEET A02 FOR BATHROOM FIXTURES 4 GRAB BAR REQUIREMENTS I J T 3'-0" I, 2,-64» 0 I N , 0 I PATIO N UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (4) 00 I 10 SF 00 I 1113 SF TOTAL UNITS (2) PATIO i I i PATIO N UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (4) 5 10 SF UNIT D) TWO BEDROOM UNITS 1113 SF TOTAL UNITS (2) PATIO i 1 541 SF STAIRWAY/ WALKWAY 2 541 SF 00 I I N Ln I ao 0 I I 1N N r7 I i PATIO N UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (4) PATIO 10 SF UNIT D) TWO BEDROOM UNITS 1113 SF TOTAL UNITS (2) PATIO i STAIRWAY/ WALKWAY 1 541 SF STAIRWAY/ WALKWAY 2 541 SF 00 I I UNIT A) THREE BEDROOM UNITS 1113 $F TOTAL UNITS (2) PATIO 69 SF UNIT B) TWO BEDROOM UNITS 1052 SF TOTAL UNITS (4) PATIO 10 SF UNIT D) TWO BEDROOM UNITS 1113 SF TOTAL UNITS (2) PATIO 69 SF STAIRWAY/ WALKWAY 1 541 SF STAIRWAY/ WALKWAY 2 541 SF cel J CSI t__ 1U W 07) O S D N M 45 (P VJ W ZC) W Q ZBOO Q 0 o J Z 0>Q Z W L.LQ a Q W J oC m O O ` / 0 CO Q O LO Z Q 6390 REGISTERED AR¢1jl E 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-15(o DATE 05/29/2021 EX EX EX EX EXEX TYPICAL FIRE EXTINGUISHER NOTESTYPICALFIREEXTINGUISHER NOTES EX EX EX EX EXEX TYPICAL FIRE EXTINGUISHER NOTES kk ail 411 = I I-OII END TRUSS 2. ALL OTHER TRUSSES: ROOF 5 2248 SHALL CARRY MANUFACTURERS STAMP. 0 SHALL HAVE DESIGN DETAILS AND SPEC - REQ, VENTILATION = 2248 SQ FT /300 = 15 SF, = 1019 SQ. IN. IFICATIONS ON SITE FOR FRAME INSPECTION. PROVIDE 1/2 -9 EAVES E 1/2 Q/OR NEAR RIDGE= 539.5 SQ. IN. O SHALL BE INSTALLED AND BRACED PER 0 MANUFACTURERS SPECIFICATIONS. ROOF C 2248 REQ. VENTILATION = 2248 SQ FT /300 = 1.5 SF. = 1019 SQ. IN. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PROVIDE 1/2 m EAVES 4 1/2 m/OR NEAR RIDGE= 539.5 SQ. IN. PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. ROOF D 2808 SF 4. PROVIDE ATTIC, ACCESS MINIMUM 22"x30" WITH REQ. VENTILATION = 2808 SQ FT /300 = 9.4 SF. = 1355 SQ. IN. MINIMUM 30" HEADROOM, PROVIDE 1/2 a EAVES 4 1/2 Q/OR NEAR RIDGE= 611.5 SQ. IN. I LINE OF DRAFT STOP PER WSBC 108.42 (4) F1 DRAFTSTOPS REQUIRED AT MAX 3000 SF. OR AT EVERY 2 DWELLING UNITS WHICHEVER IS SMALLER) I LINE OF DRAFT STOP PER WSBC 108.42 (4) 1 1 LINE OF DRAFT STOP PER WSBC 108.42 (4) rI DRAFTSTOPS REQUIRED AT MAX 3000 SF. OR AT I rl DRAFTSTOPS REQUIRED AT MAX 3000 SF. OR AT I EVERY 2 DWELLING UNITS ( WHICHEVER IS SMALLER) I 1 I EVERY 2 DWELLING UNITS ( WHICHEVER IS SMALLER) 1 CG' '" NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. STUD NOTCHING AND BORING BEARING OR EXTERIOR WALL NOTCH 2590, BORING 4096. 60% BORING IF DOUBLED E LESS OR EQUAL SUCCESSIVE STUDS. NON-BEARING MAXIMUM NOTCH 40%, BORING 6096. HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. ROOF PLAN oo 0000000 SE SHEET 44.1 FOR WALL/ FLR/ ROOF ASSEMBLIES 4 DETAILS VERIFY ALL STRUCTURAL CALL—OUTS WITH STRUCTURAL DWC55.— STRUCTURAL DWSS GOVERN U LL O O cr J m I C i Q AN W Q O ir W J J Q W M L0 O L0 J W 6390 REGISTERED AR ¢I I T/` ' ARK D. PETERSON STATE OF WASHINGTON 01 /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 NO: 1" rDTH-156 DATE 05/29/2021 U///e':\%W Kam] N i 2X12 w 2X4 ATTIC, VENTILATION CALLS z 5/4 X 6 OROOFFRAMINGNOTES: ROOF A 28235F v I. ALL HEADERS TO BE PER STRUCTURAL UNLESS REQ. VENTILATION = 2823 SQ FT /300 = 9.4 S.F. = 1355 SQ, IN, NOTED OTHERWISE. PROVIDE 1/2 9 EAVES d 1/2 9/OR NEAR RIDGE= 6115 SQ. IN. END TRUSS 2. ALL OTHER TRUSSES: ROOF 5 2248 SHALL CARRY MANUFACTURERS STAMP. 0 SHALL HAVE DESIGN DETAILS AND SPEC - REQ, VENTILATION = 2248 SQ FT /300 = 15 SF, = 1019 SQ. IN. IFICATIONS ON SITE FOR FRAME INSPECTION. PROVIDE 1/2 -9 EAVES E 1/2 Q/OR NEAR RIDGE= 539.5 SQ. IN. O SHALL BE INSTALLED AND BRACED PER 0 MANUFACTURERS SPECIFICATIONS. ROOF C 2248 REQ. VENTILATION = 2248 SQ FT /300 = 1.5 SF. = 1019 SQ. IN. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PROVIDE 1/2 m EAVES 4 1/2 m/OR NEAR RIDGE= 539.5 SQ. IN. PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. ROOF D 2808 SF 4. PROVIDE ATTIC, ACCESS MINIMUM 22"x30" WITH REQ. VENTILATION = 2808 SQ FT /300 = 9.4 SF. = 1355 SQ. IN. MINIMUM 30" HEADROOM, PROVIDE 1/2 a EAVES 4 1/2 Q/OR NEAR RIDGE= 611.5 SQ. IN. I LINE OF DRAFT STOP PER WSBC 108.42 (4) F1 DRAFTSTOPS REQUIRED AT MAX 3000 SF. OR AT EVERY 2 DWELLING UNITS WHICHEVER IS SMALLER) I LINE OF DRAFT STOP PER WSBC 108.42 (4) 1 1 LINE OF DRAFT STOP PER WSBC 108.42 (4) rI DRAFTSTOPS REQUIRED AT MAX 3000 SF. OR AT I rl DRAFTSTOPS REQUIRED AT MAX 3000 SF. OR AT I EVERY 2 DWELLING UNITS ( WHICHEVER IS SMALLER) I 1 I EVERY 2 DWELLING UNITS ( WHICHEVER IS SMALLER) 1 CG' '" NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. STUD NOTCHING AND BORING BEARING OR EXTERIOR WALL NOTCH 2590, BORING 4096. 60% BORING IF DOUBLED E LESS OR EQUAL SUCCESSIVE STUDS. NON-BEARING MAXIMUM NOTCH 40%, BORING 6096. HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. ROOF PLAN oo 0000000 SE SHEET 44.1 FOR WALL/ FLR/ ROOF ASSEMBLIES 4 DETAILS VERIFY ALL STRUCTURAL CALL—OUTS WITH STRUCTURAL DWC55.— STRUCTURAL DWSS GOVERN U LL O O cr J m I C i Q AN W Q O ir W J J Q W M L0 O L0 J W 6390 REGISTERED AR ¢I I T/` ' ARK D. PETERSON STATE OF WASHINGTON 01 /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 NO: 1" rDTH-156 DATE 05/29/2021 U///e':\%W Kam] 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 METALA3/8"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 METALA3/8"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 OFMINRISERF'REFIN GALV BLACK). OPTIONAL -4 X 12 6) BARRIER SHALL BE MAX 21 INCHES ABOVE THE FLOOR LINE. PER7" 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 0Li 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 0Li 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 VENEER0 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 Z2p 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 Z2p0 Q V L Z LU J J Vr^ Q J IIIIm m mI MW c n CII 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 ppyWFLOOR11/2" 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 811IATE W1OCONADYIERaCBUDTTLu ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS JINNTS! FASTEN FACES LONENDSUPPORTS 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 COMPOUNDX 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 121.1OTWOLAYERS5/8" 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 4O 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 X21.13/4" 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 DATE 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 ELEVATIONSTI I l AL. 2X BLOCKING 2" WIDE CONT. SCREENED VENTDc< DE!7AIL5 N n& BEAM PER STRUCT W/ RATED WRAPV_]. 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 L02CV) a 'o^ V / 7 0 L J W 0 REGISTERED I TA 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— JOINTSJOINTS1 NAILHEADS COVERED W/ TAPE AND JOINT COMPOUND L NAIL HEADS COVERED W/ JOINT COMPOUNDX 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 WALLFGBATTINSULATIONaBATHROOMWALLS 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 APPROVEDTEDNAILS, 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 INTERIORQCOLUMNI 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 L02CV) a 'o^ V / 7 0 L J W 0 REGISTERED I TA 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 L02CV) a 'o^ V / 7 0 L J W 0 REGISTERED I TA 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 INSTALL A CONTINUOUS BEAD OF OSI CAULK OVER ALL WINDOW FINS. UNDER THE FLA'"' n n nrn SET WINDOW AND FLASH PER THE MANUFACTURER'S SPECIFICATIONS CUT AND LAP 2" 2II 12" WIDE NERVASTRAL LIVER 2'1 A CONTINU US BEAD OF OSI 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 ANDOH INSTALLATION PRO EPURE. NO 5GALE AT DECK AREAS, LAP DOOR PAN OVER DECI TO WALL FLASHING- 5TP I 9" WIDE 60 MIN, GRADE D BUILDING PAPER AT HEAD JAMBS AND SILL. OVERLAP AS SHOWN ONE PIECE GALVANIZED DOOR PAN, D NOT PIERCE FLASHING CINSTALL CLINT. BEAD OF CAULK TO DOOR PAN PRIOR TO SETTING DOOR SET DOOR ON PF AND SECURE TO 5TEP 2 E HOT DIPPED LVANIZED OFING NAILS INSTALLENAMELEDSTEEL GRADE D BUILDING PAPER AT HEAD AND JAMBS. OVERLAP AS SHOWN, INSTALL A CLINT. BEAD F CAULK UNDER BUILDING PAPER 5TEP 3 5L I D I N6 C LA55 DOOR I N5TALLATI ON FROGEDURE. NO 5GALE LAP NEXT COURSE ' OF PAPER OVER TOP AND SIDES OF VINYL BLOC TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER VINYL BL CK 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 ---- STEP 3 LAP NEXT COURSE OF PAPER OVER D u FLASHING AND DOWN All SIDES OF BLOCK__ (D MANUFACTURED VINYL BLOCK TYPICAL THRU-WALL PENETRATION DETAIL NO 5GALE TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER WOOD BLOCK WOOD BLOCK INSTALL WOOD TRIM AND/OR BRICK MOLD AROUND DOOR FRAME 5 - m T P OF FLASHING AT 110 DEGREES SLIP BUILDING PAPER UP UNDER NERVASTRAL TO BOTTOM OF WIND W FILL GAP BETWEEN JAMB AND TRIM WITH CAULK CAULK BEAD UNDER TRIM STEP 4 INSTALL BUILDING WRAP WEATHERBOARD FASHION STARTING FROM THE BOTTOM STEP 4 (VINYL TRIM) EXTEND BUILDING WRAP OVER FLASHING PAPER INSTAL AROUP MANU STAN STEP 5 (VINYL TRIM) JIL m _ T P OF FLASHING AT 105 DEGREES EXTEND BUILDING PAPER OVER METAL FLASHING INSTALL 60 MIN. GRADE D BUILDING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM STEP 6 TAIC'TAI 1 CI A17`L1TAfr I IAITICD ''C1 I V BAND VENT AT BELLY BAND NO 5GALE TOP OF FLASHING AT 105 DEGREES BAND FLASHING INSTALL ENAMELED STEEL DRIP FLASHINGS . Cz m t TOP OF FLASHIN AT 105 DEGREES INSTALL PVC/W D TRIM SLIP BUILDI AROUND WINDOW FRAME UNDER SILL WITH 1/8' GAP BETWEEN BOTTOM OF TRIM AND FRAME. STEP 4 (PVC/W D TRIM) X6390 REGISTERED AR¢I E ARK D. PETERSON STATE OF WASHINGTON 01/,V$/ 2m2 EXP: 09/30/22 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer PLAN NO: MDTH-156 DAM - 05/2':B/2021 W^^ VJ Z0 W LH CO a 0 0 S Q I^^ VJ coJ Q Q W b 0Q__ X6390 REGISTERED AR¢I E ARK D. PETERSON STATE OF WASHINGTON 01/,V$/ 2m2 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 NO: MDTH-156 DAM - 05/2':B/2021 W^^ VJ Z0 W Q 0 Z a 0 0 W Z Q I^^ VJ coJ Q Q W m OQ W J 02 m z0 U) co 2 Q co Q J tt0^^ T X6390 REGISTERED AR¢I E ARK D. PETERSON STATE OF WASHINGTON 01/,V$/ 2m2 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 NO: MDTH-156 DAM - 05/2':B/2021 SLIP TARGET F UNDER LEDGER LED6ER DETAIL NO 5GALE INSTALL OUTSIDE FLASHIN, PLACE BE CAULK BE INSTALLIP FLASHING BEVELED SLOPED C SKIRT TR] PAPER SP FUR CLAR LAP ELAS OVER 1 P OUTSIDE I FLASHING, IN CAULK OUTSIDE GORNER WATERTRBLE FLASHING a SGALE E1711 4e. 1 re _ SLIP BUILDING PAPER. UP UNDER PAPER TO BOTTOM OF BELLY - BAND TOP OF FLASHING AT 110 DEGREES FLASH I NC PROFILE PAPER SPLI1 FUR CLARITY LAP ELAS OVER 1 P OUTSIDE I FLASHING, IN CAULK BE SL EXTEND BUILDING PAPER OVER METAL FLASHING INSTALL 60 MIN. BUILDING PAPER WEATHERBOARD FASHI N STARTING FROM THE BOTTOM BELLY BAND NO 5GALE PLACE BE CAULK BE INSTALLII FLASHING BEVE SLOPE SKI INSTALL GALVANIZED OR ENAMELED STEEL DRIP FLASHING OVER BELLY BAND PLACE BUILDING PAPER ON WALL PRIOR TO INSTALLING ALL HORIZONTAL TRIM 50% OVERLAP AT ALL H RIZ NTAL JOINTS DOUBLE LAYER) LAP BUILDING nwnrn n ern N51 DE GORNER STEP 2 INSTALL ] OUTSIDE FLASHING PLACE BE CAULK BE INSTALLIN FLASHING PAPER SPLIT FOR CLARITY LAP FLASHING OVER I PIECE OUTSIDE CORNER FLASHING, SET IN CAULK I:i:WP il] STEP 1 OUT51DE GARNER BELLY BAND NO SGALE INSTALL 1 PIECE OUTSIDE CORNER FLASHING 1/2"X2 CEDAR OR P.T. @ 16" D.C. OVER PAPER 1/2°X2 CEDAR " WALL] 0 P T. @ 16' C. ! OVER PAPER PLACE BEAD OF CAULK BEFORE INSTALLING FLASHING PAPER SPLIT FOR CLARITY LAP FLASHING OVER 1 PIECE OUTSIDE CORNER FLASHING, SET IN CAULK LWALL—] BELLY BAND STEP 2 MUM • - IN VJ coV Z C) W Q ZX00 Q W Z Q 'I^^ U) Q VJ QJ W Q W m WzpL2cf) CO QQ O J LL LO REGISTERED A R I I T/` c' ' ARK D. PETERSON STATE OF WASHINGTON EXP: Oe/3/22 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 xa DAM - 05/213/2021 cel 1$ CSI cfl r W 61 CD O S D N 1 M v 3 VJ coV Z C) W Q ZX00 Q W Z Q 'I^^ U) Q VJ QJ W Q W m WzpL2cf) CO QQ O J LL LO REGISTERED A R I I T/` c' ' ARK D. PETERSON STATE OF WASHINGTON EXP: Oe/3/22 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 xa DAM - 05/213/2021 OIL 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 s = 1.5 - IBC FIGURE 1613.311) Scs = 1.0, 1E = 1.0, R=6.5 CS = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. 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 PSU 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 1'/2" (*5 AND SMALLER) 2" (% AND LARGER) FOOTING BARS 311 TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 OR BETTER POSTS DF*2 OR BETTER 2x FRAMING HF*2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA UI. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 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 NOT -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 UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 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 61ZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-461 OR CCMC REPORT NO. 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 a 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d a 8" O.C. SHEAR UTALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF 8d 6 6" O.G. 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 s 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' 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 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 8d 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 ed COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ed 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 WORKAND 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 PERRM16SION FROM THE ARCHITECT OR ENGINEER 5HEAR WALL 5CHEIDULE- MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 2" CDX ed I1 6" O.C. 5/ 8" a 60" O.C. Qa II = 230 PLF OR OSB 2" CDX 8d is 4" O.C. 5/ 811 6 32" O.C. QaII = 350 PLF 5 OR OSB C 2" CDX ed a 3" O.C. 5/ 8 11 's 1(o" O.C. QaII = 450 PLF 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 T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM 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 NOT -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 AFSPA SDPWS TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. C01=i'RI6HT 2021, SEGA ENGINEERS W z 0 z ui U N W U Lu Lu a b a cq 0 cq w w co 0 cq cq 0 m co m 0 m JOB 21-031 PIPE SLEEVE SECTION ELEVATION s FOUNDATION PENETRATION RJZ.O SCALE: 314- I' -O- V STEM WALL 4 a rja ° 4fBARFOR EXCEEDING 2'. N° ° CONTINUOUS FTG. MINIMUM REINFORCEMENT 4 STEPPED FOOTING DETAIL RJZ.O SCALE: 314" - I' -ON SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN 2x PT SILL w/ ANCHOR BOLT PER PLAN OR SCHEDULE. USE a 60" O.G. MIN. a LN04 BAR CONT. (' 1'4' 16"W x 11"D FTG 3 THICKENED SLAB FOOTING a SHEAR WALL 52.0 SCALE: 340 - I'-0- 2 x 6 FRAMING a 16" O.C. STHD HOLDOWN PER PLAN. 4" SLAB ON GRADE OVER VAPOR BARRIER ON COMPACT BASE. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x PT SILL w/ 3 x 3 x 1/4" GALV PLATE WAHSER 4%40 ANCHOR BOLT PER PLAN OR SCHEDULE. I ILl NOTE: SEE ARCH FOR FIRE BLOCKING, AIR GAP, 4 ASSEMBLY RATEp WALL 1I 04 BAR a 18" O.C. - VERT. 1'-0" 04 BAR CONT. - TYR ga . 1'-6" 2 FOUNDATION FRAMING PARTY WALL S o SCALE: 34- - P-O- CsRID SEE ARCH. FOR INSULATION AND THERMAL BREAK SHEATHING 4 NAILING PER PLAN OR SCHEDULE 04 BAR - HORIZONTAL TOP 4 BOTTOM) 2x STUD PER PLAN. USE DBL STUD AT END OF SHEAR WALLS 4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. 4" SLAB ON GRADE OVER VAPOR BARRIER GRADER 2x PT SILL w/ ANCHOR BOLT STHD LDOWN 4 3" x 3" x 1/4 WASHER PER PE PLAN PLAN OR SCHEDULE. USE 5/5"o a 60" OL. MIN. MIN. 8110 04 BAR a 18" OL. - VERTICAL 8 04 BAR CONT. TYP.) rl-"\ FOUNDATION AT SLAB ON GRADE 82.0 SCALE: 340 - I' -O- FOUNDATION PLAN - 1/8) 1= 1 1- 0" FOUNDATION NOTES: I. SEE SHEET SID FOR GENERAL STRUCTURAL NOTES. 2. SEE ARCHITECTURAL FOR ITEMS 4 DIMENSIONS NOT SHOWN. ro m k Q Q L!0 ii W L!0 m 0 O U U cd U v] LLI 5L - I a4 m O O A .-. O O v a b a cb IN w En cb 0 W cQ cQ cn llz Lu O J W:z in LH LH REsek z ir ME' 3. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 'AIM 4v 4. ALL WOOD IN CONTACT WITH CONCRETE TO BEIV-1twALF"RESS URE TREATED. 5. INDICATES "SIMPSON" HOLDOUJN 6. D SEE SHEARWALL SCHEDULE ON SHEET 81.0 FOR ANCHOR BOLT SIZE 4 SPACING. 1 5 vn= 001 2, COF''R,IGHT 2020/ SEGA ENGINEERS I JOS 21-031 RATED SHEATHING PER PLAN 2'-0" ed a 6 O.C. Sd 6" O.C. MAX.) HI FRAMING ANCHOR '/ 2" RATED SHEATHINGI NOTE: EACH OUTRIGGER /z RATED SHEATHING w/ TRUSS t0 DEVELOP _ Sd 19 4" O.C. TO FRAMING CAPACITY OF CONNECTOR @STAGGEREDSHEATHING 2 x 6 OUtRI ER 24" O.C. ul PER PLAN. EXTEND OVER H1 FRAMING ANCHOR TRUSS PER PLAN 2x VENTED BLOCKING. EACH TRUSS. USE HIDA -2 4 ed a 6" O.C. AT DBL TRUSS, 2x BLOCKING BETWEEN 435 FRAMING ANCHOR S 24" O.C. DBL 2x TOP PLATE. W OUTRIGGERS. END NAIL–/(BEAM AT SIM.) U N EACH END w/ (2) ed HI FRAMING ANCHOR cn Q d) DROPPED CHORD 2x VENTED BLOCKING, TRUSS PER PLAN ENP TRUSS CONNECTOR STRAP END NAIL t0 TRUSS DBL 2x TOP PLATE. LAP SPLICE SHEAR WALL SHEATHING A35 48" O.C. PER PLAN. EACH ENE) w/ (2) ed. 4'-0" MIN. NAIL w/ 16d 4" O.C. 4 NAILING PER PLAN OR–/' R NOTE: STAGGERED. App E6T424 t0 SHEAR WALL SCHEDULE. TRUSS PER PLAN, TRUSS PER PLAN INSTALL CONNECTOR PRIORWALLSHEATHINGANDNAILINGSPLICEPERPLAN PER PLAN OR SCHEDULE. 2x BRACE PER TRUSS t0 PLACING COMMON TRUSSES SPLICE t0 OCCUR ON COMMON 2x FRAMING PER PLAN. SUPPLIER OR 48" O.C. DBL 2x TOP PLATE. LAP SHEATHING AND NAILING 2x STUD (NOT SIM) o MEMBER OR BLOCKING DBL 2x TOP PLATE. LAP SECURE w/ A34 EACH END. SPLICE 4'-0" MINIMUM PER PLAN OR SCHEDULE. q o SPLICE 4'-0" MIN. 4 NAIL 2x FRAMING w/16d a 8" O.C. STAGGERED. w an o 1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING 6 END TRU55 3 ROOF FRAMNIG AT COVERED PATIO DRAG 5TRUT CONNECTION a 52 0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" 52 0 SCALE: 1" = I' -m" 52 0 SCALE: I" = I'-0" m o ' dUQ 8d Is 6" O.G. 0 LENGTH OF TRUSS) ad 6" O.C. I 2" RATED SHEATHING 16d 16" O.C. SOLE v o 42" DBL 2x TOP PLATERATEDSHEATHING MSTC HOEDOWN PLATE NAILING.co 0 DRAFT SLOP PER ARCH. STRAP PER PLAN SOLID RIM JOIST ________________________________________________________ o NOTE: '/ 4" HDR PER PLAN. _ i U v NOTE: 4 SUBFLOOR SEE ARCHITECTURAL FOR (3) ed JOIST -TO -TOP ! jMAXIMUMLATERAL2xBLOCKINGATFIREBLOCKING4RATEDPLATEU.N.O. MAINTAINLOADINEITHERTRUSS, PANEL EDGE WALL ASSEMBLY SHEATHING 4 NAILING PER PLAN. I ' s b V = 3,000 LBS. MIN. I/2 ENp DISTANCE. 2x NAILER w/ 16d A35 FRAMING ANCHORS 32 O.C. SPLICE t0 OCCUR ON COMMMON 3x BLOCKING. EXTEND 4" O.C. t0 TRUSS MEMBER OR BLOCKING L11-0 (2) BAYS (24" MINIMUM) OR TO CORNER TRUSS PER PLAN. PROVIDE TYP) TRUSS PER PLAN GABLE END TRUSS OR OCHER SHEATHING NAILING PER TRIMMER STUD(S) 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 SIMJ ed 6 4" O.C. t0 TOP PLATE 4 NOTE: 2x DBL TOP PLATE. LAP ad,s 4" O.C. EDGE NAILING SHEAR WALL SHEATHING SPLICE 4'-0" MIN. e NAIL KING STUD –\ W/ 16d 6 6" O.G. STAGGERED. SHEATHING t NAILING 2x FRAMING PER PLAN MAY BE LOCATED ON j EITHER SIDE OF FRAMING. PER PLAN. I/ 2" RATED SHEATHING 4 5 INTERIOR SHEAR WALL TRUSS ROOF FRAMING CONNECTION PARTY WALL TYPICAL FLOOR FRAMING CONNECTION ! NAILING PER SCHEDULE. S2 0 SCALE. 1- P-0" S2 0 SCALE. 1- P-0" S2 0 SCALE. I- I 0 LSTA STRAP PER PLAN (TYP). i 2x SILL PLATE i NOTE: SOLE SEE ARCH FOR FLASHING 16d ,s 8 ------ SHEATHING f NAILING PER PLAN. 4 TRESHOLD CONDITION. cn cnPLATENAILING. SPLICE t0 OCCUR ON COMMON ad 6LSLRIMJOIST (TYP.) MEMBER OR BLOCKING. 3x BLOCKING ]z435FRAMINGANCHOR3, 4" SUBFLOOR 1" O.G. 2x Pt LEDGER w/ l3) SOLID RIM JOIST 3/ 4 SUBFLOOR ( TYP) s32 11 O.C. ROWS 16d Is8" O.C. 3/ 4" SUBFLOOR TJI BLOCKING 8 5HEAR WALL FORCE TRAN5FER DETAIL NOTE: I -JOIST PER PLAN SEE ARCHITECTURAL FOR LUSZ JOIST HANGER 10d 4" O.C. - STAGGER SIDES. s2.0 SCALE: I° = I' -m"/ 2x NAILER w/ 16d 's S" O.C. NAIL tHROUGH TOP SUI ACEFIREBLOCKINGDETAILS TO TOP PLATE. (DO NOT TOE -NAIL).— 4 RATED WALL ASSEMBLY. JOIST PER PLAN. TOE -NAIL TO °- - SHEATHING 4 NAILING PER TOP PLATE w/ (3) 8d. Pt 2x JOIST PER PLAN PLAN OR SCHEDULE. 2x DBL TOP PLATE. LAP TJI JOIST PER PLAN SEE ARCH. FOR MEMBRANE SHEATHING 4 NAILING SPLICE 4'-0" 4 NAIL w/ DTTIZ DECK TIE 48" O.C. WATERPROOFING 3/ 4" SUBFLOOR PER PLAN OR SCHEDULE 16d 6 8" O.C. STAGGERED. 2x FRAMING PER PLAN. 2x FRAMING PER PLAN (BEAM AT SIM.) SEE ARCH. FOR AIR GAP 2x FRAMING PER PLAN. LLI ca FLOOR FRAMING AT PARTY WALL 10 FRAMING CONNECTION Q DECK 11 FRAMING AT BEARING WALL 52.0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" 52.0 SCALE: I" = I'-0" 2x PT JOIST PER PLAN–/ NOTE: LUSZ28 HANGER NOTE: 16d a 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. i TRE5HOLD CONDITION. FIRE BLOCKING RATED PLATE NAILING. SPLICE t0 OCCUR ON COMMON WALL ASSEMBLY SOLID RIM JOIST SHEATHING 4 NAILING PER MEMBER OR BLOCKING. 16d 9 8" O.C. SOLE ' / PLAN OR SCHEDULE. Sd 6'3 O.C. PLATE NAILING 3/ 4 SUBFEOOR /4 SUBFLOOR MStC HOEDOWN 12 FLOOR FRAMNIG FLUSH BEAM LUS JOIST HANGER STRAP PER PLAN ESE R3M' IJOfST 82.0 SCALE: NONE A35 F MING ANCHOR LSL RIM JOIST w/ A35 / 4 SUBFLOOR 24 O.C. FRAMING ANCHORP PLATE. 6 OF z F1 2x Pt LEDGER w/ (3) JOIST PER PLAN JOIST PER PLAN 2x DBL TOP PLATE. LAP ROWS 16d 9 8" O.C. I -JOIST PER PLAN LUS 'Z' TYPE JOIST PER PLAN. SPLICE 4'-0" 4 NAIL w/ JOIST HANGER SHEATHING 4 NAILING 16d s all O.C. STAGGERED. 2x FRAMNG PER PLAN 2x Pt LEDGER w/ (2) PER PLAN OR SCHEDULE ROWS 4" LEDGERLOK 2x FRAMING PER PLAN 2x STUDS PER PLAN. ANCHOR 6 16" O.C. 0 13 FLOOR FRAMING AT PARTY WALL14• FRAMING AT INTERIOR WALL1 FRAMING CONNECTION a6 DECK 52.0 SCALE: I" = I'-0" 82.0 SCALE: N = P-0" 82.0 SCALE: I" = I'-0" COPYRIGHT 2021, 6EGA ENG;NEERS JOB 21-037 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 arlI B TH Ix ATH I i 0 I GONG. PAT10 LLIilliII 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 EFI11 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 CTAR¢'IT/` ' n63901 ARK D, PETERSON STATE OF WASHINGTON EXP: 0 LLI co fan 65 CFM / 20 CFM 0 REGISTERED CTAR¢'IT/` ' n63901ARKD, PETERSON STATE OF WASHINGTON EXP: 0 LLI co W cof - 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 JIr 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 UTILITYKITCHEN 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 Vco 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 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 cof— Z0 W 5 Q L O L W aJ J Q IM Q W om Q o J W01X6390 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