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<br /> Permit#: C1912-005
<br /> Project Notes 2x6's @ 24"o.c.with 7/16"OSB 4.03.01 Smoke detectors \J U V Site Address: 1329 MADRONA AVE
<br /> sheathing per structural notes. Smoke detectors to be inter- • Owner: MAZZA LOUIS&SHERRY
<br /> 2x8 nailer laid flat at all connected and hard wired with
<br /> 0 General Notes connections to supporting roof. battery backup. They are to be
<br /> Tenant: [TenNamel
<br /> 3.08 Footings and posts placed in all sleeping areas and App.Date: 12/23/2019
<br /> 0.01.01 Applicable Codes outside sleeping areas in the EDGE OF WATER Proposed Use: NEW SFR
<br /> 2015 IBC, IRC, IMC and the 2015 Continuous and pad footing specs. immediate vicinity of the
<br /> WSEC. bedrooms. In retrofit areas,
<br /> 3.08.01 Continuous Footing-9" detectors may be battery operated Description: AND DECK
<br /> NEW(4) EDROOM SFR Wrr}f GARAGE
<br /> 0.03.00 Ener Credit Stepdown
<br /> co t. only. _ `
<br /> /:tip?/
<br /> Energy 12"x16"cont.concrete footing with _-. :... /J'�
<br /> Compliance (2)#4's cont.@ mid-slab under 9" 4.03.02 Combo detectors ✓iii vc ZtRA� Ly
<br /> R406.2 step down stem wall with#4's Combination carbon monoxide- •Reviewed By: Date:
<br /> horiz.@ 16"o.c.and#4 L's at 18" smoke detectors to be inter- xpffice
<br /> o.c with P.T. ase plate and Set Jab Site Set Fire Plannin Set
<br /> 0.03.01a Energy Credit Option 1a r !?in
<br /> nnectered with
<br /> anchor bolt per shear wall re 4/1rg anf tililIC
<br /> such: bedrooms. In retrofit areas, \i y '
<br /> Vertical fenestration-U=0.28 3.08.02 Continuous Footing -8"wall detectors may be battery operated NM
<br /> 8"x16"cont.concrete footing with only. • = C� ,.:...-,.\-giu.)SlabFlooron grade-R-10 erimeter (2)#4's cont.@ mid-slab under 8" 'III I land under entire slab P stem wall with#4's horiz.@ 16" 4.06 Fireplaces jUL U L ZULt�o.c.and#4 L's at 18"o.c.with P.T. HE©E 0 vEr ,,
<br /> Below grade slab-R-10 perimeter TOE OF SLOPE
<br /> and under entire slab base plate and anchor bolt per •.--
<br /> R402.1.1 ,It :EVERETT
<br /> shear wall schedule. & i
<br /> Provide footing drain,typ. 5 Mechanical _ 30 r `�Pe o 1tSecvices MAY 18 2020J
<br /> 0.03.02a Energy Credit Option 2a •
<br /> Air Leakage Control and 3.08.03 Continuous Footing-6"wall Ventilation _ _
<br /> Great 1�lorthern CITY OF EVERETT
<br /> 8"x16"cont.concrete footing with 30 Railroad R.O.UJ. Permit Services
<br /> Effiecient Ventilation Each dwellingunit is to be
<br /> Reduce the tested air leakage to (2)#4's cont.@mid-slab under 6" provided with at least one APPROVED
<br /> stem wall with at 1 horiz.@ 16° - - ' Q ' 'UBLIC WORKS DEPARTMENT Ct
<br /> 3.0 ACH.All whole house programmable thermostat for the `. .-- •-
<br /> ventilation requirements as o.c.and#4 L's at 18"o.c.with P.T. regulation of temperature.
<br /> tetermined by Section M1507.3 of base plate and anchor bolt per
<br /> the IRC shall be met with a high shear wall schedule. 5.01.00 Heating system i
<br /> efficiencyfan0-35 watts/ Provide footing drain,typ. ii`� ,
<br /> (Max.( New natural gas forced air
<br /> furnacecfm) tfanerlocked with the 3.09 Structural furnace. See Ener Credit ° n •- - -� TO OF SLOPE D;TE
<br /> Options for requirements. 1j Q C OF EVERETT REVIEWED FOR P'ERMt M
<br /> R402.4.1.2 102.61 - W 60 14 P��ttgt2-044-
<br /> (NI O
<br /> Connections - _ _ _ �' s
<br /> 0.03.03b Energy Credit Option 3b Connectors refer to Simson 5.02.00 Water Heater lit\ / � ' I View
<br /> /
<br /> Strong-Tie unless noted otherwise. New natural gas tankless water 0 1:DI r i Y e W a X i e w O 2 / ` cc
<br /> High Efficiency HVAC See S1.00 for more details and heater. See Energy Credit1 ._ •- •- •- - •�� / ••/ Q U ./ ' /
<br /> Equipment information. Options for requirements. _ •i • O �' �1��
<br /> •
<br /> Air-source heat pump with -. ai-
<br /> minumum HSPF of 9.0. 3.09,04 Footing to post to beam-New 5.03 Ventilation 1 -
<br /> R406.2 5Q / U •-- ' / -itj /•.( --1/A-,
<br /> •
<br /> 10"deep square footing(size per Whole house and local fan _ / K
<br /> plan)with(2)#4 rebar each way at specifications. _ - _ - / 5E
<br /> 0.03.05c Energy Credit Option 5c / /'/
<br /> mid slab with PB post base to 6x6 / O �� -� / / &Q
<br /> Efficient Water Heating 5.03.04 Exhaust Fans-Local 517 �� 11
<br /> ' SEWER MAIN '
<br /> post. Connect top of post to beam E Q,)
<br /> Gas water heater with a minimum with PC post cap. All local exhaust fans to be vented
<br /> EF of 0.91. . ' Rp - AND 10 WIDE �' 1.4
<br /> R406.2 directly to outside. Coordinate 5 .7341-2',--K C I 'I` y EASEMENT 1� I y y y I y 4.- G� SO'SETBACK FROM
<br /> 3.10 Railings with the architect as to final roof •. .0 h
<br /> � ' ,,, .,. ,,, ,,, ,,, ,,, ,,: ,l, '�,,, ,�. .,, ,,. t.t. • TOP OF SLOPE � r
<br /> Railings andguardrails to be min. location of vents. See ventilation
<br /> 9 5&6-BMP C120 . .....++.. +...+•..++-.-+.•-••%V.-+.:
<br /> „ notes for minimum fan size and . „s k •.:.4,�...+>O••=;°+o.:_<:'••:t•V!+•00:^:00+!'>•00•'::::•: •+•:•000++••••+•••••,.•+•.•+•., ,•••...,.+i0+�+<<.41,4V•, -..,
<br /> 36"toll with max.4 opening. N �:;.•b,=-- o- ttr ,••.�>io+.i i!+•i.+►+.i!+•+•+••.<;+•+� •,.+1+.+•+,••.+•+••!,.+.+ .�•••+.+• !+++++.+.�!+++•❖•+!,.+�!+�•+.+.••+�<!+.+.+.+���i�.•.���� i
<br /> mode of operation. " -
<br /> 44
<br /> Railin s at stairs mayhave 6 dia. P "' - - ••_ •
<br /> >+---•-•-..•4 •.<.--=---�•-____•_'$.- _-_.•. r.•.-.---.•0.:.-..L•...,-.•. ...=•:<•-<•►••+••<-+v•!..,_+:.•_+..
<br /> 2 Site g � ..,...., _ __ I)
<br /> opening at the triangle formed by •
<br /> ••i•,.•i•<<�i!.!i!iS!i!►!i!i!i!<•i!+!•!i!•!c!•!i!�!i!i!•!i•••�''i ;�L•:Q ��•�•�•P�•�i.w••++�v;•♦ �•�••v•.-••-r�•< �1I
<br /> the tread,riser and bottom rail. 5.04 Testing t� ••+• +• ..+.< <.••.,
<br /> 2.01.01 survey (oQ 4.1''- r •..,..• 4-BMP C223
<br /> d:
<br /> 4 I
<br /> Other •
<br /> openings at stair rail may (` 1 __ ___ Proposed �Ee� ';:;::°;'4"
<br /> Site topographyhas been --- - -. -► •••.'
<br /> not allow a sphere of 4-3/8"to 5,04.01 Insulation Certificate __
<br /> interpolated from site conditions 1 -- = �--- ---
<br /> P ass.Railing connections to be ----- I ••••0.••'•'�' ITEMS NOT APPLICABLE
<br /> P 9 The builder shall complete and 1 s���� �������s��� ++•„•+,�+
<br /> and GIS map information. designed to resist a 50 If linear IA: __--�-•, --_ _____ ( •+< ►•►9 P post an'Insulation certificate for 1 - _ --- = I ' .O•.'.❖' TOTHISPROJECT:load applied to the railing any Residential Construction"within 3 IIII( 1 �>r%s%�t�%�l�J�s/1-���� +++p`+•++<•< 10
<br /> direction and intermediate rails to feet of the electrical panel prior toCi)
<br /> 1 t'I' iii \*S•3'..• Q ° ° 'resist a 50 Ib load applied to a 1 sffinal ins ection. -- i •�:•:•,
<br /> .:❖:'. OTHER ITEMS: CCS
<br /> 3 Structure area. P r 1 1 _ Proposed . /r r - _ - I ::•, 11-BMP C1503.01.01 Exterior Wall System 01: 3.10.1 Railing System 01 I = t-tOUSe 0�+�4:: /
<br /> _ �' = A +•.•,.+,� w 12-BMP C1500! O
<br /> New smooth cementitious siding Premanufactured aluminum railing 6 M isc. , f= f Mdln Floor = 75.00 1 �:��� ��� i-I
<br /> 17/
<br /> per elevations over"Tyvek"or system with cantilevered glass • I •••.10::::::.
<br /> •'•` O
<br /> similar buildingmemebrane on panels. Base late mounted. Requirements • / • 1 111
<br /> ' �:^ 2445 s� ft /' i�:�:�,�����.
<br /> P P - ' . - • • m t a g i �/ ;- y L .�0.+.�.<.++ r V Y
<br /> 7/16"CDX plywood per struct. Glass to be safety glazing and 1 Z 4 I_ '• ►+:<+►.
<br /> notes on 2x6's @ 16"o.c.with designed with a safety factor of 4. 6.01 Crawlspace Access O ' % f/ ++++�'+•<�+ SIDE SEWER AND 10'
<br /> R-21 kraft faced batt insulation p 1 1 = ' ' i::�:i: /
<br /> ° ► 3.9 � ` • f 260a 20.0 ••••++,
<br /> Minimum size shall be 24"x18". Nieiahboriri 4' r�Q •Oi•►O•i`4 1.:,,):-C: EASEMENT FOR
<br /> and 1/2"GWB at interior. 3.11 New Stairs P "- = t'- •.+►+.:
<br /> IL o<: 1 31 MA BONA-OWNER O ff+
<br /> � 1 N . - _ ....<. 3 D
<br /> Nailing is per shear wall schedule. Stairs to have a continuous 1 1 '.^" `k / - _I , -. A >
<br /> P6 nailing unless otherwise noted. handrail at 36"above nosing. P t oi••''2,--<;,..;•0....t
<br /> it Attic Access � 2 :++ -�/
<br /> House .- ,, , +,,+.t� TO VERIFY ACTUAL p..)
<br /> Handrail diameter to be min. Attic access to " minimum , 70 (g),..• f r`O i t ���•� �.�<;J . oim
<br /> 3.02.01 Interior Wall System,2x4 1-1/4"and max.2"in diameter. 22"x30"with 30"of headroom at VIII II, _ 1... . • l _ +� LOCATION RELOCATE
<br /> 2x4 studs @ 16"o.c.w/1/2"GWB Terminate rail at newel post or access point. They shall be I _ '""` 'jS ` - •+•••••<••�'•` AT OWN EXPENSE IF
<br /> located according to plan. I. - ,, -^� =•-:'�• �i,••,....
<br /> each side. Provide sound batt security terminal. Coordinate final location with , I / 03 _ _ I Z.
<br /> ! :.••"••••< CONFLICTING WITH
<br /> insulation,typ. Stairs to have min.6'-8 head S v ,
<br /> electrical plan. _ / _.•. • • • x4.1444 • PREVIOUS FERMI .
<br /> clearance above nosing.
<br /> 3.02.03 Interior Furred Insulated Wall
<br /> Light fixtures .: ��'..�i"�`s •❖
<br /> 6.03 g •..:, . ::;:':.:':•;: 80 APPROVED
<br /> System: 3.12 Structural Headers75% •
<br /> OUTLINE G STRUCTURE Ceara t� '/ . „ A
<br /> y minimumof of all interior ►•+<o.• 03 i
<br /> Amin u r R•':''. ,.<`
<br /> �: &COMM I
<br /> 2x4 studs 16 o.c.with P.T. stud ,.- > ,,. -. INCLUDING OVERHANG .-;-;:•-.:r-•':•- •�;':::' 3,8`J� 'ft � -:•r': ).....,44,2,'...• ,,. PLANNING
<br /> .�• Y COMMUNITY
<br /> @Provide jack and king s u light fixtures shall have high ... ., .... .... .. :..., ✓ ... .
<br /> base plate held 1.5"awayfrom g. . 862 s ft �..:.;........r. ►:-...•*:.'....; .+ •" i
<br /> _ - DEV ..._..____OPMENT DEPT.
<br /> efficiency lamps.All exterior lights
<br /> concrete wall w/R-21 kraft faced 4,38 sG, . ��+,►�+•+
<br /> 3.12,01 (2)2x8 Header,Typ.,UNO shall have high efficiencylamps. == - ,� t • • +...•
<br /> 9 P
<br /> batt insulation and 1/2' GWB at .. •
<br /> Double 2x8's with 2" R-10 rigid �' `
<br /> interior. / :� 3. +�i'L�2i�
<br /> insulation at exterior.Typical ...��-- . .. .. ...:. I ::.•: :�:'.�•... �. Y
<br /> 3.03.01 Wood Framed Floor System: header unless noted otherwise.
<br /> -� � - , r �� DE$RIS PILE';,.•i%::••:' r :.�-.•:;: �\���A� ., •".•••
<br /> DATE._...---='-
<br /> 4l�atersid� View _ �1 +.�...Ca._Ia..:;a•• :....-' ''',. ►'•':; _.,, t�A..y.. ....A.A. eiqhbori+rq
<br /> 3/a"finish flooring on 1-1/8" 3,12.03 Glulam Header-9" . " '
<br /> Warmboard T&G plywood on floor 3-1/8x9 Glulam header with „.•••
<br /> '> '�-�r• ,�" : <+++►►++�*�'
<br /> A.
<br /> ,
<br /> joists per plan.Add sound batt _ l : ' ��.�-�./='>-��, ^4.4 /`
<br /> 2"(R-10)rigid insulation unless 4.- '" :C'r: : ': :...?;•' ,� :a=• �. .•'•.+....+•..+. • ` i---iciuse
<br /> insulation between floors. noted otherwise. See also •
<br /> 3.03.02 Wood Floor over Exterior structural talcs for sizing. - - 1 1 �I �� �" y
<br /> 1 " ='" •� 5&6-BMP C120 , 6530 REGISTERED O
<br /> NEW ROCKERY l +S, +� 1 i� U
<br /> ,,,,,,,z -eft �el hborin .1 11111 y -1-- -1, 414. `m / -1 1 \ RCHITECT
<br /> 3/4"finish flooring on 1-1/8" 3.12.04 Glulam Header-10.5" am'' _ �O ••�• >++ �
<br /> Warmboard T&G plywood on floor ��"" g g. ..� ' TERRACES- 1;►•<<•++ i
<br /> P y 3 1/8x10.5 Glulam header with Prescriptive Energy Code Compliance for All Climate Zones in Washington �� �� 1 NOUSe 1 f Z r ��'-����� O MAX.3 FOOT may_„ .�'y �.;:;:�<':�i ;%� , d v
<br /> joists per plan with R-38 batt 102.61'_W 60° 14' 33° W u @nom, gab i A y ,,- .,.+.
<br /> 2"(R-10)rigid iinsulation unless Project Information Contact Informationit) �� Q D 1 •`•+�+�+•+< '
<br /> n( �\ t 1 .�m o�, ExPosuRE ,� J 1111('
<br /> insulation. 1x4 T&G V-groove noted otherwise. See also \` J
<br /> soffitin below. Provide 1"clear Mazza Residence Eric Gedney,Architect s /L I Zt04- W W -W t ��� • �!,`+<+•'
<br /> g structural talcs for sizing. _ (}r/ 1 •• +e+
<br /> air space at bottom of joists w/ 1329 Madrona Avenue 23924 Crystal Lake Road PJB' ►<♦ ••'
<br /> l J L l�►S�V:A.�I:�S��t_'0• •iii►.•�+:; :... _ i
<br /> 1 Cs 80 i �� .•.- -�� *4;•44 TERIC GEDN v
<br /> continuous 2"vent strips at joist Everett,WA 98203 Woodinville,WA 98077 ` 6 I `C�D 'i ' " ---
<br /> •• +e
<br /> 1 , ° 13 w- • ,:•: ` � � STATE OF WASH ' ON
<br /> ends aQ(�11 A l /4./\13 ---
<br /> 9 17 ` -
<br /> This project will use the requirements of the Prescriptive Path below and incorporate the �l 1 1 :i g7� - s 4 / •./ •��` •. ••: -• 9Q
<br /> the minimum values listed.In addition,based on the size of the structure,the appropriate - - !"�-� 1 i ' $�' - -
<br /> 3,03.03 Wood Floor over Crawlspace 4 Safety number of additional credits are ecke..s- ho.en by the • mit applicant. t ���\ �,` (�r�"` 1 13-BMP C233 •G` / •' - �j� ," •�
<br /> 3/4"finish flooring on 3/4"T&G Requirements ��, t �' w� •
<br /> _ `
<br /> / 9/17/2019 B / ROCKERY TO BOTTOM EL.- ,.�.• \ s.i
<br /> plywood on floor joists per plan Authorized Representative � . Date 1 1 W' 1 IA / / ' 1. TOP== 83.0'BOT 81.0 ` , v
<br /> with R-38 batt insulation. 4.01 Doors & Windows , 1 t t ` 92�J" {�/`�' _ ' 1 / ' 2. TOP= 50.0 BOT=78.0 i ' • • -- -- 3
<br /> All Climate zones t / 3. TOP=77.5 BOT=75.0' .`:`.'.:r
<br /> 3.04.02 Framed Deck System: New windows and glazed doors to R-Value U-Factors - \ l 1 / W + •e - L.
<br /> have an NFRC certified total unit o / / C31 z!
<br /> 5/4x6 tom osite decking on floor Fenestration U-Factor n/a 0.30 ' _ t-� ` �QJ�" 1r" \ \\" , / ) ` M
<br /> P g performance U value of 0.30 or s- Pro{��OSeC� DeGi� _•` � ' - D
<br /> joists per Ian. Skylight U-Factor n/a 0.50 I- -- c / /
<br /> p less.Safety glazing per code and b 1 t r .rte �* �(� ��� ` ......• '► ':•.~;.:
<br /> P Y P Glazed Fenestration SHGC a n/a n/a ,n / / _ ,..�1Z +
<br /> ass specifically called out on plans. -> _ `` `J / 1 1- 1
<br /> 3.04.03 Deck Ledger Detail 00
<br /> Verify egress windows as required Ceiling" 49' 0.026 1 -► _ r, i' •••••' •/ �'
<br /> P.T.continuous ledger attached e fy eg q = , t W `� *N.. _ `i- •;.",:....r,...
<br /> ::::.:'' O
<br /> by cod or as specifically called out Wood Frame Wall9"`" 21 int 0.056 W PrOpOSe01 O J` J 1 i t
<br /> through sheathing to existing rim on plans. Mass Wall R-Value' 21/21" 0.056 I t = -� / 1 ''`:�: 2-BMP C105 N
<br /> rn Nouse \ c3 r • i�1ei hborin -°� `..: °:-.........- `'• N
<br /> joist with Simpson 1/4x3 SDS CONTRACTOR TO PROVIDE Floor 309 0.029 1 •
<br /> screws at 16"o.c.staggered. ARCHITECT WITH DOOR AND ' 1a:i_ Main Floor = 75.00 ' t `�" 'l• - 1� • / g O
<br /> Joists to be attached with face Below Grade Wall" 10/15/21 int+TB 0.042 I ZI f°�'," / ,/ ' ~ \
<br /> nailed hangers. WINDOW SCHEDULS FROM t = K � NOUSe 1 aw
<br /> SUPPLIER FOR REVIEW Slab°R-value&Depth 10,2 ft n/aCOO I�
<br /> /' 1 _ .1 O +i�„,�,�.. 1 BMPC103
<br /> 'Table R402.1 1 and Table R402 1.3 Footnotes included on 2. 1 Iwo5_1 0`+"
<br /> 3.05.01 Conc.stabs stem: BEFORE ORDERING. PageOrinC7 °1 1 l 1 wo - ;r�.e�.r Vic
<br /> \
<br /> y Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the I t (0 1 _ �' w so,�°!
<br /> 4"concrete slab with#4's @ 24" followingminimum number of credits: �e tJ ( 0' i \. 00
<br /> J 03 V.1" O54
<br /> 4.01.01 Egress doors L,O J \ PROPERTY INFORMATION01.111114
<br /> o c each wayat mid slab on 6 mil Egress door shall be side hinged .......-
<br /> black
<br /> r i _ J
<br /> black visqueen on 4"free draining g g Hall Dwelling Unit: 1.5 credits c9 O O 1 1 d"?_s_� A 1 '
<br /> and provide a minimum clear 0 Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. f t ! V/
<br /> gravel on firm native soil or distance of 32"when measured \ LLCagw�:7;
<br /> Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. I /� PROPERTY OWNER: LouLOu Sherry Mazza 1 1 \:a��.a�
<br /> Aw. ►,o:
<br /> compacted structural fill. O • �'
<br /> P between the face of the door and i ., Dri vetuay ` 1 WATER SERVICE 4 ft s s !„s V
<br /> the stop with the door open to 90 1 1 Garage "� -- PROPERTY ADDRESS:132e Madrona Avenue I WITH 3/4''METER ya.�w"s• •�� E V �''
<br /> 0 edium Dwelling Unit: 3.5 credits i 1 oo
<br /> 3.05.02 Conc.slab system,Insulated: i
<br /> degrees. The minimum clear All dwelling units that are not included in#1 or#3.Exception:Dwelling units serving R-2 occupancies shall require 2.5 i 1 ��o
<br /> 4"concrete slab with#4's @ 24" height shall be 78"measured from 4,381 scl Ft r•t`i� r •�
<br /> 9 credits. i\I v
<br /> o.c.each way at mid slab on 2" the top of the threshold to the /J ff , PARCEL NUM$ER: 00507-000-07-01 1 1 -� � -N NO Z .5
<br /> rigid R-10 insulation on 6 mil black bottom of the stop. It shall be ❑ Large Dwelling Unit: 4.5 credits i i 1 / ,ZO 1� / •r► CI ►•a
<br /> visqueen on 4"free draining gravel readilyo enable from the inside of Dwelling units exceeding 5000 square feet of conditioned floor area. �� i I LEGAL DESCRIPTION:MAPLE HEIGHTS BLK 000 D-01 -
<br /> on firm native soil or compacted P 1 l _ L, - .. Neiohboring 1
<br /> p the dwelling with out the use of a ❑ Additions less than 500 square feet: .5 credits - 1 V / / / O O
<br /> structural fill. key or special knowledge or effort. _ LOT 33A LESS BEG MOST SLY COR LOT 33ATN N40'42 O
<br /> Table R406.2 Summary 1 1 , _ ` Nouse 49W ALG SUJLY LN THOF IOOFT TI-4 N49"17 11E 88.�J7FT TAP / / / ' (�
<br /> 3.05.03 Conc.slab system,thermal 4.01.02 Egress windows Option Description Credits) 90 - ^ 2OFT SWLY AS MEAS AT R/A TO NELY LN SD LOT 334 TI--I PI.11 +,
<br /> break 1a Efficient Building Envelope 1a 0.5 0 0.5 1 `telC�hbOring 11 ` 6 1i `
<br /> c?f
<br /> One window or door in a w' S 43'47 07E PLL NEL1 LN 85.32FT TO SELYLN LOT 33A / / ��� NORTH
<br /> cin
<br /> Provide continuous P.T.2x at basement and in each bedroom 1b Efficient Building Envelope 1b 1.0 ❑ 1 NOUSe 1 1�r TH 840'22 OOW ALG SELY LN 94.70FT TO TPB SBJ TO
<br /> perimeter of concrete slab as a shall meet egress standards. 5.7 ic Efficient Building Envelope 1c 2.0 ❑ I 11 _ -----.,7' `� - \ EASE TO CITY OF EVERETT QUA �� OF4
<br /> Gthermal break. SF minimum NET clear opening 1d Efficient Building Envelope 1d o.5 ❑ 7, - S49 ` 1 / {��L / g4 iiiiCt
<br /> with 20"minimum clear width and 2a Air Leakage Control and Efficient Ventilation 2a 0.5 0 0.5 ��B8.9 / i 0 10' 20' 40' (n c�
<br /> 3.06 Roof Systems 24"clear height. The sill shall be 2b Air Leakage Control and Efficient Ventilation 2b 1.0 i i I Al ; LOT ZONING:R-1 G _ I I, ��II�'
<br /> no more than 44"above finish 2c Air Leakage Control and Efficient Ventilation 2c 1.5 0 // ,
<br /> 3.06.01 Roof System 01 floor. One 7"step is allowed if 3a High Efficiency HVAC 3a 1.0 El I a;\ ro
<br /> / / 'Z NE• ~ct
<br /> Standing seam metal roofing on necessary. 3b High Efficiency HVAC 3b 1.0 n 1.0 1 J LOT SIZE:18,80�o SF
<br /> 15 lb roofing felt on 7/16"OSB 3c High Efficiency HVAC 3c 1.5 [] 1 11C171: Cit
<br /> sheathing per structural notes on 4.01,05 Window fall protection L LOT COVERAGE SY BUILDINGS• /
<br /> joists per plan. Where the opening of an operable 3d High EfficiencyHVAC 3d 1.0 ` 1 `
<br /> g El Z , \ ` PROPOSED HOUSE = 244S SF
<br /> 4 High EfficiencyHVAC Distribution System 1.0 r Z /
<br /> Add 3"(R-18)2.0 PCF density window is 72"or more above g ❑ .► J J IPROPOSED GARAGE = 8�2 SF
<br /> 5a Efficient Water Heating 5a 0.5 E •-- r / �.
<br /> closed cell polyurethane spray surface below,the lowest part of t').0\ TOTAL = 330'1 SF _ I� ,-fcf2,
<br /> PLUS R-21 batt insulation and the clear opening shall be no less Aii
<br /> 5b Efficient Water Heating 5b 1.0 ❑ 1 �lelghbOring 1 Site Flan Proposed N
<br /> 5/8"GWB at interior. than 24"above finish floor. 5c Efficient water Heating Sc 1.5 ❑x t5 NOUSe J
<br /> .r› 6$82 SF ALLOWED f3$90 OF 18806 5F) I G1
<br /> No ventilation is required with this 1 n ,
<br /> 5d Efficient Water Heating 5d 0.5 [ 1
<br /> system. 4.02 Fire Separation 6 Renewable Electric Energy 0.5 '1200 kwh _ 0 72:� 1 =OKAY
<br /> O SGAL=:I =20 01 ail/ •i i N
<br /> Spray foam insulation is Dow Total Credits 3.50 ('' r +14
<br /> Froth-Pak Ultra ICC-ESR 3568. A *Please refer to Table R406.2 for complete option descriptions 1 ` z , ACCESSORY BUILDING CALCULATION:
<br /> 4.02.02 Separation of Garage and E f"-I
<br /> copy of this report must be House 1 I p" PROPOSED GARAGE = 862 SF
<br /> provided on the job site.Spray Contractor to verify or provide type 1 ` CO° 22 EXEMPTION FOR 4TTAGHED GARAGE = -500 SF
<br /> foam must be installed by a "X"GWB and fire taping at all 1 /N 5A`
<br /> U
<br /> certified installer. PROPOSED COVERED DECK = G37 SF jrt � w
<br /> surfaces next to living areas. 1 1 / �1� TOTAL = 999 SF _...) �� �J l_
<br /> 1 hour separation required. ! �' / 2 1000 SF ALLOWED 999 SF<1000 SF=OKAY �D✓ 9
<br /> 3.06.02 Roof System 02 , �_� �p � `'
<br /> Low Slope System: 4.02.04 Fire resistive door 1 Uv\ 01 ` a�`C7✓'�V �C� �p Z
<br /> Standing seam metal roofing on Provide 20 minute fire resistive / �� AVERAc D GRADE HTC LCULATION �� \•\'O. a(,(.�s 6` n .'� 1;Ge. LJ'yr,
<br /> continuous membrane substrate door with automatic closer. I / Q•('�Qr 1'NXJ"
<br /> on 7/16"OSB sheathing per POINT A: = 60.5
<br /> structural notes on joists per plan. GWB under stairs '°°.
<br /> POINT B: = 73.0' ,/pa� �� A-0 'O� 4���• S q,,�q•
<br /> Add R-47 batt insulation 4.02 05 / POINT C: = 7 .0 ��;,5`) 0,3M/ "l cQ(
<br /> ' ,.-.\
<br /> oy�. 'net' C/� L t -
<br /> maintaining 1"clear airs ace Provide 1/2"GWB at enclosed and r
<br /> g P accessible under stair spaces. POINT D: - X08.5
<br /> above for ventilation. TOTAL = 251 n\`O �f e l y
<br /> Continuous 2"vent strips typ.at 4.03 Fire, smoke and CO Z
<br /> soffitsChange ID Change Description Date Issued: Sheet
<br /> �� Number. '�
<br /> detection - - 281/4='10.25 0
<br /> 01 City comments ��/*�/�*��t
<br /> 3.06.04 Over-Framed Roof Site Play Grid LocationbsID
<br /> EXISTING MAIN FLOOR IS 4-15 FEET ABOVE AVERAGE 03 Cycle 2 corrections Date Plotted:
<br /> /5/20 U
<br /> SCALE:I =so GRADE-5EE WEST ELEVATION ON SHEET A-202 FOR A-101 •�
<br /> PROPOSED BUILDING HEIGHT. x
<br />
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