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<br /> R-21 WALL INSUL w/ 2x6 STUD WALL
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<br /> VAPOR BARRIER
<br /> 1/2" G.W.B.
<br /> 2x4 PT SILL PLATE w/ 1/2" x T&G PLYWOOD OR EQUAL �
<br /> 10"AB PER PLAN. 7" MIN EMBED — SEE SPECS �
<br /> w/ 3"x3"x0.229" SQ WASHERS MIN al
<br /> 2 EA PC & w/IN 12" EA END & 1ST FLOOR JOISTS SIMPSONABU66 , �oor�ng°pen�ng.ne�;
<br /> 7x BOLT DIA MIN FROM END 6X6 PT POST , o, POST BASE existingopening,new '� �
<br /> � •o • i� i� �J Window Q � I
<br /> �� � L__l�
<br /> � /// // �Z� � BARS � 'S) New Toilet � Q
<br /> �� P EACH WAY
<br /> �b) New 5ink
<br /> � R-30 UNDERFLOOR INSUL. \ •_� • \j�` � _
<br /> D:
<br /> � 6 MIL BLACK VAPOR BARR. // - Q f� q
<br /> VENT 1/150 PER Z / // '. \ \ \\ \\` 7'' "�,"r'"� z z W W '
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<br /> I R C 408.1 � \\ - � / /, �\ �\ �\ / / e� New 5hower � H Z � � �
<br /> REBAR ABOVE - � �/� 16�� Existing � c/� Q W W =
<br /> � r \ \ 3 c� c.� w
<br /> VENTS ;�' � \� #4 REBAR 18" o.c. HORIZ
<br /> / / �i 1 TOP & 1 BOT OF WALL '`!' shower � q Q � � Q
<br /> (� W � _ = f-
<br /> �� � � '10� Existing 5ink
<br /> �— STO�Y FOOTING' $ #4 REBAR 48" o.c. VERT E SONO—TUBE DETAIL -
<br /> 15" (2) #4 REBAR CONTINUOUS
<br /> �11 Existing Toilet �
<br /> SCALE: 1"=2 FT SCALE: 3/4" = 1' - 0° �---
<br /> smoke detector %fi7 1i�t7t.l� l��/1-Q �//I�liG.{' '.,�%�i r /?-::�`7"��t/ ��vK-=i�` �
<br /> � ��'' S0-150 GFM Fan
<br /> `�_ �.{''"..� \,;i
<br /> � � /� _ :� ,
<br /> 1/ � Garbon moncxide datector
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<br /> 4� _� r r Tempered giass R308 IRG �
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<br /> 1' S'-1" 6'-3 1/2" ' " 6'-6" — 8'-3 1/2" 12'-5" " �
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<br /> 2 F , - � General Drawinq Notes� New Construction Specif'ications �
<br /> �' DESIGN CRITERIA�
<br /> -- - . - _ _ _ --
<br /> I ; � WIND L�AD� Per IBC� Ultir�ate Wind Speed=110 mph, exposure B
<br /> ; ; ' � ' �'-9"— SEISMIC� Per IBC,, I=1,0, SEISMIC DESIGN CATEG�RY D, SITE CLASS D
<br /> LL=zS PSF
<br /> � a_vza� s i' ` � F�LOOR/DE�CK�L AD� DL��10 PSF, LL=40 PSF
<br /> � �� : � Landin �
<br /> � 16' �'- / " �- r S❑ILS� AssuMed 2000 PSF Altowable Soil Bearing
<br /> � � � � C�NCRETE� 2500 PSI @ 28 days, Grade 40 reinforcer�ent- covered 3" min, �
<br /> � ��i`�� J X !
<br /> �i ? � � � ' The following basics fror, the International Residential Code CIRC) 2015 shalt be �
<br /> N N; � adhered to in this plan-set� Cnot all iter�s May apply)
<br /> � I T � �' 1, Material� a) HF#2 r�in frar�ing lur�ber b) Use HF#2 r�in PT plates c) O
<br /> ' _ ;� � L � 3/8' r�in APA rated plywood d) 2000 psi min concrete strength e) 24F-V4 =
<br /> f-- X � � � � � r,in glu-lar� tir�bers per 106,3,3
<br /> � Q c� N U ' � 2, Section R302,6, House to garage separation shall be of
<br /> � � � _ � � 4x4lpost with BC4 POST CAP � r�aterials approved for 1-hour fire resistive construction <i,e„ 1/2" type O �
<br /> � � E � � � E "X' G,W,BJ, Doors in these areas shall be 1-3/8" miniMur� thickness, solid
<br /> CU core, with self-ctoser hardware,
<br /> � �
<br /> � � 5�-4 1��C° S1 '� ,� � � S1 1 I , 3, Section P2708, All shower areas to be f inished with a sMooth, � �
<br /> � �, � � c6 � C1J non-absorbent r�aterial to a height of 70 above drain. tl � N o
<br /> � C� - � � � 4, Section R307, A toilet cor� artr�ent shall not be less than 30 wide, _— (U
<br /> � y o 4x4 post with BC4 POST CAP � � � �, P _
<br /> _�
<br /> \ HM and have a front clearance of 24", � � �
<br /> � ?' ,� �''� '-1�° � O o ,� � 5, Section R606, Masonry shalt not be supported by any wood
<br /> � I� `� �- � r�eMber. �
<br /> � o � , " � 0 � ClJ ' 6. Section R408. Crawl space under floor joists shatt be at teast 18'' & a �
<br /> '� � � ; � � X � r�iniMUM of 12" to bottor� of girders, Underfloor area to be provided � 3
<br /> CO , _ '
<br /> � � � Z99Z 8�_8�� . �" - with a Minir�ur� 18'`x24" size access, located within 20' of Main plumbing
<br /> �' Q N ctean-out, �n I
<br /> � � CU 4x4 post with BC4 POST CAP '��M� "` a N 7, Section R317, Alt wood in contact with concrete or masonry shalt be W � �
<br /> ClJ � � � , pressure treated, �.{
<br /> C'� �, 6x12 GLB lJ � �
<br /> � 8. Section R317, Wood girders entering concrete or r�asonry shall be
<br /> Cl.l � �� � �� � �� � ,,
<br /> '°� � provided with 1/2" air space on sides, top & end, S � �
<br /> 4 1/ —1 —2 �� 9, Section R408,1, MiniMur, foundation ventilation� 1 square foot for every
<br /> � �- � � �� 150 square feet of under-floor area, Covered with 1/4" or less wire U Q W
<br /> o �6 -1� 1�2 = � Mes h C r e s t ri c t s o p e n i n g a r e a 2 5%) _—
<br /> CL1 S -g o � 10, Section R302, Firestops shall be provided to cut-off concealed draft �
<br /> ���-" � � � � � � openings between stories and roof space,
<br /> •�` . } � � N � 2 11, Section R807, A 22"wx30"h attic access opening shalt be provided in an
<br /> ��`�`' � �D Lallding _ � X � � � �"j area that has 30" r�inir�uM of headroor�,
<br /> '�y ,�� � ' Z o �` 2x10 � 16" O.0 12, Section R806,2, Cross-attic ventilation required at 1/150 of the attic
<br /> �� � W � - area or enclosed rafter space, Continuous vent each enclosed rafter
<br /> ' I�3��5° 11�-1�� space, If raf ters are enclosed & roof s are of sotid sheathing, a
<br /> continuous ridge vent is required, cover vents with 1/4" r�ax. opening
<br /> + Mesh.
<br /> �—_ � 2 � 2 13, Section R311J.4, Maxir�uM stairway rise is 7-3/4", MiniMum run is 10", r,inir�uM
<br /> ° hea d r o o m i s 6'-8". E n c l o s e d u s a b l e s p a c e u n d e r s t a i r w a ys shall be of
<br /> � o ,
<br /> o ~ ozcz `-' Haozoz 1/2" Gypsur� Wall Board CGWB),
<br /> CZ.J 2
<br /> � 14, Safety glazing shall be used in 1) doors other than
<br /> � � wardrobe, 2) bathtub & shower enclosures, 3) glazing tess than 60" from -- \
<br /> � floor & ad jacent to a door within 12" & 4) glazing in excess of 9 sq, �t aJ �
<br /> �, �, & less than 18" froM ftoor, R308,4 Hazardous locations, � �
<br /> z 2 � �
<br /> � \ , , ;f ,%. ; f � J � .� � 15. ChiMneys shall extend over 36" above roof where it �
<br /> _ ,(�.b�-� -- ��-' � .- ��- ��`�-•�� _�, .�=--=- passes through, & 24" above any structure within 10', �
<br /> � HQOlOE HOOZO£ � � � �
<br /> � � 16, Cor,bustible Materials shall not coMe within i" of fireplace, U
<br /> -"'°`�'"'"'01 sMoke char�ber or chiMney walls, 1001,6 Terr�ination,
<br /> `� .; 17, ❑ne 110 vott, battery back-up, interconnected sMoke � \
<br /> , �� � �_ �� � � �� � � �� � �- �' '�etector in each bedrooM and hallway leading to a bedroor�. �
<br /> 1 —''�'1 1/2 3 3 2 3 1/ � 5 Z 2 18 2 1/2 ��
<br /> , �/ , Eaves have 1' thick fascia boards, with 5" prefinished continuous
<br /> � etal gutters, Matching 2"X3" downspouts with concrete splashblocks,
<br /> 1�'-8 1/�" �7'-11° C��� 0 Slope finish grade away fror� Poundation wall, 1/4"/ft Min, for 5' fror�
<br /> 1'-� 1/�' �i%� " oundation,
<br /> � �� � l, MiniMur� ceiling height in structure is 7'-6", with
<br /> 4 '-5" � �
<br /> 2� �xceptions for halls, kitchen & bathroor�s to be 7'-0" Min, height,
<br /> j: �� 22, Trusses shall be designed by a licensed Washington
<br /> . .,-K.�����"' " �� State Structural Engineer, Snow load will be deterr�ined by the Building
<br /> �'� `" "'" � `� � ��� � ❑fficial, Truss r�anufacturer will supply engineered shop drawings for
<br /> B a s e r�e n t L Q �U� � � building departMent approval, and all trusses supptied will be Marked
<br /> � accordingly,
<br /> ''� 23, Provide r�echanical ventilation capable of providing 5
<br /> �,;�*_ ,n; -- � air changes per hour in bathrooMs, water closet cor�partr�ents, laundry
<br /> C❑D E R E F�E E N C E S EGRESS/ IRC -R310 and sir�itar rooMs,
<br /> BEDROOM SILLS 44'MAX H 24, Exterior joints shall be sealed, caulked, gasketted or
<br /> INTERNATIONAL RESIDENTIAL C❑DE 2015 T❑ FINISHED ❑PENING weatherstripped to lir�it air leakage at the foltowing openings
<br /> INTERNATI�NAL MECHANICAL C�DE 2015 MIN 20•wX2a' HI OPENING TABLE R406.2 SUMMARY E N E R G Y C❑D E C❑M P L I A N C E
<br /> INTERNATI�NAL FIRE C�DE 2015 5.� sQ FT MIN - R310.1 OPTION DESCRIPTION CREDITS a� Windows & door frar�es b) openings between walls &
<br /> 2015 RESIDENTIAL PRESCRIPTIVE COMPLIANCE CHART foundations c)between walls & roof d) openings at penetration of utitity
<br /> UNIF❑RMED PLUMBING C❑DE 2015 N❑TE� ALL HEADERS 1 a EFFICIENT BUILDING ENVELOPE 1 a 0.5 ZONES 5 and MARINE 4 CHAP 51-1 1 R WAC services d) all other openings in the building envetope,
<br /> WASHINGT❑N STATE ENERGY CODE 2015 4x8 HF#2 U,N,�, �b EFFICIENT BUILDING ENVELOPE 1 b 1.0 FROM TABLE R402.1.1 ZS, Atl exhaust ducts to be 26 GA miniMur� CUMC Sec 601,7)
<br /> 1 c EFFICIENT BUILDING ENVELOPE 1 c 2.0 FENESTRATION U value 0.30 26, All fasteners in contact with PT r,atl hot-dip galv or stainless �
<br /> N❑ricE oF �taBz�ITv wr�cten a��,en5�on5 on the5e araw�ngs 1 e EFFICIENT BUI�DING ENVELOPE 1 d 0.5 SKYLITE U value 0.50
<br /> ALL HOLD❑WNS, FRAMING ANCHORS & Sha�� ha�e Preferen�e o�er S�n�=d d��,ens�ors. "o�,eowner�
<br /> SHEARWALLS MUST BE INSPECTED c°"t"°`t°" 5"°" `"e``` s� �e"�`Y °�` d��e"5�°ns nnd `ond�t�ons 2a AIR LEAKAGE CTRL/EFFICIENT VENT 2a �•5 CEIUNG R value 49
<br /> Perta�n'�ng to the Pro�e�t pr�or to Pra�eed�ng to t"e 2b AIR LEAKAGE CTRL/EFFIC�ENT VENT 2b 1.0 WALL R value 21 O
<br /> BEF❑RE C�VERING, �onstrU�t�on PhaSe. eea�, s�ZeS are est�matea bUt not
<br /> En9�neer;ng �ert�f;ea anY d�S�rePan�y snau be reso��ed W�th 2c AIR LEAKAGE CTRL/EFFICIENT VENT 2c 1•5 FLOOR R value 30 \
<br /> Pze pr;or to pra�eed�ng w�th tne Work, or cantra�tor 5hau 3a HIGH EFFIECIENCY HVAC 3a 1.0 SLAB R value 10-2ft
<br /> acwpt full responsibility for rectifying saroe In event that �1
<br /> UNDERFL�❑R INSPECTI❑N REQUIRED ��ob��'�tY �5 ��,Posed on p2b, aur ��ab'���tY to yoU or any t"�rd 3b HIGH EFFIECIENCY HVAC 3b 1.0 DWELLINGS <1500 SQFT REQUIRE 1.5 CREDITS �
<br /> PRI❑R T❑ INSTALLATI❑N ❑� ANY P°"ty 5"°" "°t e"`eed t"e P"��e P°�d f°r pzB 5 Pr°d`"`t' 3c HIGH EFFIECIENCY HVAC 3c 1.5 DWELLINGS 1500 TO 5000 SQFT REQUIRE 3.5 CREDITS
<br /> FL�❑R SHEATHING ❑R DECKING, SUBJECT TO FIELD INSPECTIONS, 3d HIGH EFFIECIENCY HVAC 3d �•� DWELLINGS >5000 SQ FT REQUIRE 4.5 CREDITS
<br /> CORRECTIONS & PROVISIONS OF 4 HIGH EFFICIENCY HVAC DIST. SYS. 1•� OPTION CODES WILL BE USED FOR THIS BLDG. �
<br /> PR❑VISI�N SHALL BE MADE T❑ PLAN CHECK 5a HIGH EFFICIENCY WATER HEATING a•5 HEATING DUCTS NOT ALLOWED TO DISPLACE INSULATION
<br /> PREVENT WATER FR❑M C❑LLECTING 5b HIGH EFFICIENCY WATER HEATING 1.0 y�/ITHIN THE EXTERIOR WALLS FLOORS & CEILINGS.
<br /> 5c HIGH EFFICIENCY WATER HEATING �•5
<br /> IN CRAWLSPACE & FR❑M LEAKING LANDINGS / IRC R311,4, DUCTS SHALL BE LEAK TESTED PER RS-33 USING MAX
<br /> INT❑ BASEMENT FL��RS, � Door Widthx36'D MIN 5d HIGH EFFICIENCY WATER HEATING 0.5 DUCT LEAKAGE RATE SPEC'D IN SECTION 503.10.3.
<br /> � 7-3/4' MAX DR❑P 6 RENEWABLE ELECTRIC ENERGY 0.5 A WH❑LE H❑USE AIR LEAKAGE TEST IS REQUIRED �
<br /> WALL BRACING PER CURRENT IRC A WH❑LE H�USE VENTILATI�N SYSTEM IS REQUIRED, n '
<br /> Wall bracing in D1 seismic zone to meet the following; ALL EXTERI❑R LIGHTING FIXTURES AND 75% MIN w
<br /> brace wall panels in the corners and every 25' O.C. Offsets 4' max. OF INTERIOR LIGHTING TO BE H�GH EFFICACY �
<br /> R602.10.11 Structures in seismic Categories D1 & D2 shall be provided A PR�GRAMMABLE THERM�STAT IS REQUIRED
<br /> with exterior & interior braced wall lines. Spacing between braced wall P❑ST ENERGY C�DE C❑MPLIANCE CERT, W/IN 3 FT �
<br /> lines in each story shall not exceed 25' O.C. in both longitudinal and OF ELECTRICAL PANEL
<br /> transverse directions.
<br /> WH❑LE H❑USE FAN VENTILATI❑N RAT TRUSS ENGINEERING �
<br /> PER IRC 2015 TABLE M1507,3,3 C1) & DESIGN ARE T❑ BE BY
<br /> T
<br /> FLO�R AREA BEDRODMS THE TRUSS MANUFACTURER
<br /> SQ FT 0-1 2-3 4-5 6-7 >7
<br /> < isoo ao as eo �s 90 HIGH-EFFICIENCY LIGHTING
<br /> isoi-3000 as bo �s 90 ios T❑ BE USED IN 75% ❑F
<br /> 3001-4500 60 �s 90 ios i2o FIXTURES PER E-404,1
<br /> 4501-6000 75 90 105 120 135
<br /> RATES ABOVE ARE MIN OUTD�OR AIRFLOW IN CFM
<br /> INTERMITTENT >25% IN 4 HR M1507,3,3(2 -
<br /> RUN TIME% 25% 33% 50% 66% 75% 100%
<br /> ��t�� �� ���������
<br /> FACT❑R 4 3 2 1,5 1,3 1 �������rE g ��� ,.��'�_�pi�f���
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