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Project Notes X4.0
<br /> k 24-0 X X X
<br /> 3 Structure
<br /> 01:
<br /> 3.01.01 Exterior Wall System0 4
<br /> 0 0 0Y
<br /> A 5
<br /> --Mb"
<br /> O
<br /> New smooth "Tyvcementitious siding per
<br /> 4-0 20-0 , 10-0 / 10-0 / 20-O" 4-0
<br /> elevations over'T vek"or similar / / / "�
<br /> building memebrane on 7/16"CDX +20-0A _ _ _ _ __- - - - - - - - - - - - - - -- -
<br /> ' Y _
<br /> plywood per struct. notes on 2x6's @ 2 - — - - - -_ _ _-__ j — _ _ _ — - —_ _ - - _ _ +20 0 — +
<br /> 16"o.c.with R-21 kraft faced batt 3 Height Limit per Easement$ — — 3 Height Limit per Easemert t `fi
<br /> - 3.06.01: Roof r;•,,,;' I
<br /> insulation and 1/2"GWB at interior. ,r;tr"' 1
<br /> System 01 • ;;,:;::a• '•"
<br /> Nailing is per shear wall schedule. I I I hr'ra ,r,,,•"•'• `.•�'•'"►••
<br /> P6 nailing unless otherwise noted.
<br /> 3.02.03 Interior Furred Insulated Wall I 12 00 I I I2 .r •"'°r'`'",'•r`"", 4 I
<br /> System: 3.06.01: Roof ,`�•a'••�� s 3.06.04: Over- 3.00 1000,r ,,,,•00
<br /> 2x4 studs 16"o.c.with P.T. base mP%','df• Framed RoofA•'•'`4 n ••
<br /> Y4 a',r`
<br /> 11016
<br /> plate held me away from concrete wall I • • ••5,••+•5;�1 ,,,v, ` •rrr ,'r . •••M
<br /> @ System 01 I I '�b,,ds+,,,,,i�r,.'p,, ,.,,� •4••• �•
<br /> w/R-21 kraft faced batt insulation and •••••'•'5'•'55%•,,► ,,,, ,ra I
<br /> ..
<br /> 1/2"GWB at interior. I •'•11,..t••. ; "r •' '
<br /> 4•
<br /> 3.03.01 Wood Framed Floor System: i ' `"' '7169166=§5§10 ";,;rrr• "••',,,,,,,,
<br /> 3/4"finish flooring on 1-1/8"Warmboard 5.50"X12.00"GlUlarn`= �rti-�tV114 • � '
<br /> T&G plywood on floor per Ian. ( I I I 1 O`` '�'•5••° •` •.•►'•'�yy■�••■�C►:•••►►•
<br /> P yw J P p
<br /> w®,xn. aaaaoa,•.a,aWanaa.+.•.•aa.,.,aa„a,�,a, aMaa „aa, ..a.y,,,..,,aaam.vaaar.4raaa.•nvaanaati.,.a..,,a..+,,,..aa„•. ,,aaaucaay+w.u. aaa.raraaar,aaa.,,uia,aaa.,,r,v, `• yr,• •�••►►'•• • •
<br /> Add sound batt insulation between ,■ly4•I:,+"44Ndd•S•OA•••.6•Js'.L"m"''"”;ir''•9'dJ.'.'i••5bSL04d4ti•.9`AdJaS❖••aai�dJd•LL•ddP•'lagi4L•••id P�`i•.'AVA'd.'►••'NI '••••'.'NA
<br /> floors = _ �, l' �6..... ....._
<br /> , 5.13"x24.00" Beam, GLB-BM6
<br /> 3.03.03 Wood Floor over Crawlspace :„.....
<br /> L.• _ _
<br /> er
<br /> 3/4"finish flooring on 3/4"T&G plywood ••• -` •I L- I _ _
<br /> on floor joists per plan with R-38 batt - — - — - ` - — - — - - — - — - — - — - — 2 Ro�$ O I O
<br /> I
<br /> insulation. 2 Roo I g •�I _ , _ N
<br /> • Header, 3.5 lularn w/R-1D =
<br /> Lin.— — ,./.iii,,', /i/t/// ,•/,/// ^ ■ - _ i"'� 5-
<br /> 3.04.02 Framed Deck System: i� �l ` 1 Si
<br /> 5/4x6 composite decking on floor joists : n r ' _ •T 5.50'x28.50'Glulam Beam BM5 i
<br /> per plan. I I LINE OF 6'-8' HEAD I _ _ :I I
<br /> 3.04.03 Deck Ledger Detail :� GLE4 NOS NCcSANCE EOVE \ I „ .. `1— I I Cit
<br /> I I
<br /> P.T. continuous ledger attached through �. I -
<br /> sheathing to existing rim joist with •� /�' `.\ , Great ROOM 1
<br /> Simpson 1/4x3 SDS screws at 16"o.c. :� N 102 __, i 3.10.1: Railing N M
<br /> staggered. Joists to be attached with 3.10.1: Railing I �• I O
<br /> N 02 t > o r I II 1......... ..
<br /> I System 01-• 1 cit S\101
<br /> face nailed hangers. System O1 Olt \ �' \ ,' !•
<br /> 61 col I
<br /> 3.05.01 Conc.slab system: I . •- -, , � ,• ( . T.
<br /> 4"concrete slab with#4's @ 24"o.c. 01
<br /> _ . , �_y•" I \ Q `y �' 1.1.
<br /> 3.03.01: WOOd ;+lt �,�� - il�each wa at mid-slab on 6 mil black ' 1 3.03.03: Wood Floor -171--ICIC ' a
<br /> Framed Floor —=1-1 --- —, 3.04.02: "'
<br /> ��II '.■�: ��■■' �rFramed
<br /> Y � 11
<br /> visqueen on soil free draining gravel onI 1 - t
<br /> Ilii
<br /> over Crawlspace S stem: I� �le�
<br /> fillm native or compacted structural I I. \ '�� I y I I.__ I�I■■1 411 1 - Deck SrSystem: '��®
<br /> I II
<br /> 3.05.02 Conc.slab system,Insulated: +0 1 1 _ .I. Floor .s,_ . . . .FiW • ♦♦♦♦• ,♦•�����♦. ♦ ♦�♦���♦��� ♦ ♦ ���♦ '�� �♦��� _ -s
<br /> insulation on 6 mil black visqueen on 4" - �f��- - ---- t! 6I //` _�'��Wa� I +� � i ! 1
<br /> 4.4
<br /> "IR •
<br /> free draining gravel on firm native soil or i • // :r' ---• •• s � �
<br /> compacted structural fill. —0 /
<br /> '• / F I I •tii — 3.02.03: Interior ;� 3.04.03: Deck �_t_
<br /> 2 limmi
<br /> 3.05.03 Conc.slabs stem thermal break 3.04.02: Framed ' / - I '�; I
<br /> :.I Ledger Detail W
<br /> 414
<br /> Y I /
<br /> Provide continuous P.T.2x at perimeter Deck System: __ I j• r Furred Insulated 3.= r =
<br /> : G ■� f
<br /> of concrete slab as a thermal break. e / / ,, •�. m y .y
<br /> , ,- :
<br /> �'• GrauJlspace I �_ Wall System: � 4 1
<br /> a_
<br /> Roof Systems ;lk 3.11: New Stairs ,,_ I r= — ��
<br /> 3.06
<br /> • ( I ', I � �\ I 3.01.01: Exterior ��
<br /> 3.08.02: Continuous • 4.02.05: GWB under �� � i • /
<br /> 3.06.01 Roof System 01 /1 • stairs ,; rte"' ' I / I - - - y! \`\ ReG Room I Wall System 01: amps
<br /> s (.11/0 4„)_d
<br /> Standing seam metal roofing on 15 Ib Footing - 8 wall e ' =MIME \------ ��l i
<br /> roofing felt on 7/16"OSB sheathing per • 1 11101
<br /> Imo, O
<br /> structural notes on joists per plan. MOM
<br /> •.--...,•..:•;;;.,...:::14,4014,•• • •
<br /> ------
<br /> Add 3"(R-18)2.0 PCF density closed • ,
<br /> CI
<br /> cell polyurethane spray PLUS R-21 batt ///� ,`) I ------
<br /> % / :a�
<br /> or �• • • �•• �•.; ti- 3.05.01: Conc. slab .,�
<br /> �/► I OSS ------ ' s stem: r 0
<br /> insulation and 5/8"GWB at interior. illaillit 01 ILO]
<br /> // I y �pNo ventilation is required with this '1�- �.� . • y • I } d $------_ / / �,� 01! �I
<br /> system. -10-(011"7::::: • I 111 r.
<br /> Spray foam insulation is Dow Froth-Pak -10'-(0` 1 — - - —'-. - - — - - ■� - 1 - — - — 11 — - n -
<br /> Ultra ICC-ESR 3568. A copy of this _ nt -1 Easemert$ i _ - r . . -
<br /> I Easeme � � a � = `J, �' � I ��,. �• ?�' ..a':t� ^.... .1., � I ....':. .,.. :;;
<br /> report must be provided on the job site. 3.05,03: Conc. slab
<br /> .---4___ •
<br /> Spray foam must be installed by a -
<br /> lir
<br /> certified installer.
<br /> system, thermal `� • - �... t. . . � . . •.4:.
<br /> • break �._ - . . • O
<br /> 3.05.02: Conc. slab 3.08.02: Continuous .
<br /> •
<br /> 3.os.o2 Roof system o2 system-Insulated: - irr I � "�° Footing - 8" wall , . N
<br /> Low Slope System: • • : • •' •
<br /> 16
<br /> / ' pr 3.05.02: Conc. slab 6 .: ' " ' ' ' " • M
<br /> Blandin seam metal roofing on �• • • a
<br /> 9 9 tri
<br /> continuous membrane substrate on • • •• •
<br /> � system, Insulated: 1 j 'r"I
<br /> 7/16"OSB sheathing per structural r // I • - •• ._,.
<br /> notes on joists per plan. • • •• • •
<br /> Add R-47 batt insulation maintaining 1"
<br /> .--:'
<br /> clear air space above for ventilation. • • . •• TT-4
<br /> Continuous 2"vent strips typ.atsoffts •
<br /> Sectio/ 1 loo'kinc \ort�'1 • Mr
<br /> 3.06.04 Over-Framed Roof 1 I / • / • V • V
<br /> 2x6's©24"o.c.with 7/16"OSB 2
<br /> sheathing per structural notes. SCALE:1/4 = I'-O'
<br /> '
<br /> 2x8 nailer laid flat at all connections to
<br /> supporting roof.
<br /> 3.08 Footings and posts
<br /> Continuous and pad footing specs. ,p
<br /> 3.08.)1 Continuous Footing-9"Stepdown
<br /> Section y1 I Lookil yt 1c West
<br /> wall —
<br /> 12"x16"cont.concrete footing with SCALE:1/4 = I-O 6530 REGISTERED O
<br /> #4's cont. @ mid-slab under 9"step
<br /> down stem wall with#4's horiz. @ 16"
<br /> o.c.and#4 L's at 18"o.c.with P.T. base
<br /> plate and anchor bolt per shear wall 24'-0" k X 20'-0 X 24-0 �RCHITECT
<br /> schedule. x 0.,
<br /> C�
<br /> Provide footing drain.typ. 0
<br /> A 0 ED
<br /> 0 5 A ERIC 0EDN w
<br /> 3.08.02 Continuous Footing -8"wall O
<br /> 8"x16"cont. concrete footing with(2)
<br /> STATE OF WASH ON v
<br /> #4's cont. @ mid-slab under 8"stem I j
<br /> wall with#4's horiz. © 16"o.c.and#4 I
<br /> L's at 18"o.c.with P.T.base plate and f
<br /> anchor bolt per shear wall schedule. I 1 I 3.06.02: Roof
<br /> I , System 02 v
<br /> Provide footing drain,typ.
<br /> 1-1
<br /> 3.08.03 Continuous Footing-6"wall I j.,
<br /> .1 —
<br /> 8"x16"cont.concrete footing with(2) MN I I ` jli i' j l j 1 t l \ i_ _ 1.00 ( M
<br /> #4'scont.@mid-slab under 6"stem 1.001 _ ■ /" �! /" " ' "/,/// ',/�/ ,,/1/ —� _ ���t I en
<br /> T.
<br /> wall with#4's horiz. @ 16"o.c.and#4 1 I " �rIVAcess.�sr.. ..r.�.�.a..... "Ate/ es.......-._ •:wn,..
<br /> 6.22
<br /> L's at 18"o.c.with PT.base plate and • - y, •. _ _ _ _ _ _
<br /> ♦� . 3-O 2 Roo I-O" ,11�1��I�I�I�I�AU��uTa..:..• - - — - - 00
<br /> • � �� � �••!a.•art.G,G,G,6, •'.i• eft i�ili�...r�.....ear...s...r:
<br /> anchor bolt per shear wall schedule. _ _ _ �e�
<br /> -.__ ♦ - 1 11111111111111 1111 11� �111111 n 111111,11111111111 � � � �1�1�1�1�1�1�I�I�I�N�uuu.•..�
<br /> 00
<br /> Provide footing drain,typ. 2 Roof _ - _ _ _ _
<br /> 1022�♦�♦�paa A� - - - •PM. Header, 3.5 glUlam w(R 10 asre.o.`��rs..,.,.o-v-v...�a•..oc.r.w•..,...e:ce-••'•x •d'
<br /> 3.10 Railings - � — 4.02.02: Separation
<br /> 01
<br /> Ilt I
<br /> • I of Gara a and ''a -� r T
<br /> Railings and guardrails to be min.36" �— g
<br /> tall with max.4"opening. Railings at y House
<br /> •s
<br /> stairs may have 6"dia.opening at the x v
<br /> triangle formed by the tread,riser and • Garage + •
<br /> bottom rail.Other openings at stair rail ': x Master �3ath 1
<br /> \ G-1 1- i O Office/Sed 2 \ 1"iud fRoom /� OC)
<br /> •
<br /> may not allow a sphere of 4-3/8 to •• I x 3.12.03: Glulam I IOS �O'� iQg 01 V/ C
<br /> pass. Railing connections to be •S.'i c\v \ Header -9"
<br /> designed to resist a 50 plf linear load - O O •s u , �+
<br /> applied to the railinganydirection and •
<br /> • i ) '
<br /> PP �.
<br /> intermediate rails to resist a 50 lb load • dJ
<br /> �i I I ` 0 1
<br /> 0
<br /> V/ �■..1
<br /> applied to a 1 sf area. ►• O , ' • ILL ._ ■ ■ , v
<br /> / 3.05.01: Conc. slab SLOPE CONC. • V v
<br /> 3.10.1 Railing System 01 i 1 � NI
<br /> •� �• \
<br /> •
<br /> Premanufactured aluminum railing P.s / system: SLAB 1/8 / FOOT 1 •
<br /> . /A. •^\ , v\ .
<br /> system with cantilevered glass panels. • / •• • .• ^ ,
<br /> Base plate mounted. +o : �/ _! m _ `� i ` - . . . !e.I� ±O I ..- I \ I - — - - -- e. V�/ ��r
<br /> g •5
<br /> Glass to be safety glazing and designed - 1 First Floor �
<br /> with a safetyfactor of 4. c --- „ - _._ c1141411."411r � �. ♦♦ . . ....111-'..::..i. /. //.
<br /> rpt Floor$ ;.,,•„,%!%:j, , . . . ®® ,M • ` `t !+41''1r11"Iri v lis i ♦v 4.1 �i v - ♦♦ ♦ �� I ' ,// �.. . ;/
<br /> 3.11 New Stairs fy �� I �.maw �.midi,�e.r■i���� ������ - ' ,I.PJ O
<br /> •
<br /> Stairs to have a continuous handrail at
<br /> 36"above nosing. Handrail diameter to �_ 3.08.03: Continuous Crawlspace 3.08.01: Continuous Gravels ace
<br /> be min. 1-1/4”and max.2"in diameter. - Footing - 6" wall '� Footing - 9" • 3.08.02: Continuous p .•a
<br /> Terminate rail at newel post or security / -• Footing - 8" wall tip
<br /> -
<br /> • i��� • Stepdown wall , �) _ - g14 ^�
<br /> terminal. I •
<br /> Stairs to have min.6'-8"head clearance ( • f-1
<br /> CiltU
<br /> • -
<br /> above nosing. I .. 1 Z•
<br /> 3.12 Structural Headers Section at C araGe �- ,1 .•,`- s,�,�.- fie`_ ,_.� . Iw • 'At/� �/� • • ,/w •�■■� N .� �l
<br /> Provide jack and king stud r�/ '. Ai , ` _ ..1
<br /> 3.12.03 Glulam Header-9" SCALE:I/4 = C Y ,
<br /> 3 1/8x9 Glulam header with 2"(R-10)
<br /> •
<br /> rigid insulation unless noted otherwise. Sectio/ I Looklrc South
<br /> g ._ / •
<br /> •
<br /> .4111111 / �� / U
<br /> See also structural talcs for sizing. � -�
<br /> 3.12.04 Glulam Header-10.5" SCALE:I/4 = I-0 '^
<br /> 3-118x10.5 Glulam header with V J N
<br /> 2"(R-10)rigid insulation unless noted P:)
<br /> C\
<br /> otherwise. See also structural talcs for Section at Office
<br /> •� N
<br /> sizing.
<br /> SCALE:1/4 = I-0' E fl.'(
<br /> 4 Safety 4-i W
<br /> Requirements H
<br /> 4.02 Fire Separation
<br /> U
<br /> 4.02.02 Separation of Garage and House
<br /> Contractor to verify or provide type"X"
<br /> GWB and fire-taping at all surfaces next
<br /> to living areas.
<br /> 1 hour separation required.
<br /> 4.02.05 GWB under stairs
<br /> Provide 1/2"GWB at enclosed and
<br /> accessible under stair spaces. Date Issued: Sheet G
<br /> **/**/0000 Number: "a
<br /> 4)
<br /> bA
<br /> Date Plotted: U
<br /> �/5/20 ,4-301 •..,
<br />
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