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General Drawinq Notes� New Construction Specif'ications File Name.
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<br /> DESIGN CRITERIA� ��ry--i_ 1���
<br /> WIND L�AD: Per IBC, Method 2, Bsc Wind Speed=85 r�ph, exposure B 1
<br /> SEISMIC; Per IBC�, I=1,0, SEISMIC DESIGN CATEG❑RY D, SITE CLASS D o 0
<br /> R�OF LDAD, DL=15 PSF, LL=25 PS�
<br /> FL❑�R/DECK L�AD; DL=10 PSF, LL=40 PSF�
<br /> SOILS� Assur�ed 2000 PS� Allowable Soil Bearing
<br /> C❑NCRETE, 2500 PSI @ z8 ddys, Grade 40 reinforcer�ent- covered 3" min, 8, 38,
<br /> The �ollowing basics f'ror� the International Residential Code CIRC) 2009 shall be
<br /> adhered to in this plan-set� <not all items r�ay apply)
<br /> 1, ec ' 0,11 Braced Wall Lines are required f o wi ths &
<br /> depths exceeding 3 e as speeds of 80mph or less,
<br /> Braced panels per ,10,4 are ' ur� length if using wood
<br /> sh , r �t r�inir�ur� length with 1/2" GWB nailed o, ,
<br /> 2, Section R309,2, House to garage separation shall be of a BATH us i
<br /> r�aterials approved for 1-hour fire resistive construction <i,e,, 1/2" type
<br /> °X° G,W,BJ, Doors in these areas shall be 1-3/8" minir�ur� thickness, solid
<br /> core, with self-closer hardware,
<br /> 3, Section P2708, All shower areas to be �inished with a sr�ooth, � „ -, � D
<br /> non-absorbent r�aterial to a height o� 70° above drain, � �
<br /> 4, Section R307, A toilet cor�partment shall not be less than 30° wide, v� � ,
<br /> and have a front clearance of 24", � = i
<br /> 5. Section R606, Masonry shall not be supported by any wood � ¢ '
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<br /> r�er�ber, � � `� °
<br /> 6, Section R408,3, Crawl space under floor joists shall be at teast 18° & a ¢ W
<br /> r�inir�ur� of 12" to bottom of girders, Under�loor area to be provided � Q
<br /> with a minir�uro 18"x24° size access, located within 20' of r�ain plur�bing r� � �
<br /> �
<br /> clean-out, z� 2 � rzX3o �
<br /> 7, Section R323.11, All wood in contact with concrete or roasonry shall be = I ATTtc
<br /> � � ACCESS �
<br /> pressure treated. w o N Q IIRC-807
<br /> 8, Section R3231,4, Wood girders entering concrete or r�asonry shall be � y � � 30• MIN � �
<br /> provided with 1/2" air space on sides, top & end, _ � CO Q� iNsu�iws � CU
<br /> 9, Section R408,1, Minir�ur� f oundation ventilation; 1 square f oot �or every ��
<br /> 150 square �eet of under-f'loor area� Covered with 1/4" or less wire ~ 3 w t� �� � Q
<br /> r�e s h C r e s t r i c t s o p e n i n g a r e a 2 5%) � w o W O o 3
<br /> 10, Section R3302,3, Firestops shall be provided to cut-o�f concealed dra�t � S 2 � i ��
<br /> openings between stories and rooF space, � � � � ��U � �
<br /> 11, Section R807,1, A 22"wx30"h attic access opening shall be provided in an �N � \ � � �
<br /> area that has 30" r�inir�ur� of headroom, � � N '~
<br /> 12, Section R806.2, Cross-attic ventilation required at 1/150 0� the attic �
<br /> � H � �
<br /> area or enclosed raf'ter space, Continuous vent each enclosed rafter � n- ° d
<br /> space, If rafters ar� enclosed & roofs are of solid sheathing, a � cu N �- �
<br /> continuous ridge vent is required, cover vents with 1/4" r�ax, opening �D � m �
<br /> r�esh, � � O
<br /> 13, Section R314,2, Maximum stairway rise is 7-3/4", r�inir�ur� run is 10", minir�ur� �
<br /> headroom is b'-8°, Enclosed usable space under stairways shall be o� � cn
<br /> 1/2' Gypsur� Wall Board CGWB), � z
<br /> 14, Safety glazing shall be used in 1) doors other than a
<br /> �
<br /> wardrobe, 2) bathtub & shower enclosures, 3) glazing less than 60" fror� � �
<br /> floor & adjacent to a door within 1�" & 4) glazing in excess oP 9 sq, ft �
<br /> & less than 18" fror� floor, R308,4 Hazardous locations, q � I�
<br /> 15, Chir�neys shall extend over 36" above roof where it N � N �
<br /> passes through, & 24" above any structure within 10', W }. �
<br /> 16, Cor�bustible r�aterials shall not cor�e within 1° oP fireplace; � w� � � �
<br /> sr�oke char�ber or chir�ney walls, 1001,6 Terr�ination, 176 SQ FT/150=L17 SF =169 SI 836 SQ FT/150=5,57 SF =803 SI o �� � o �
<br /> =85 SQ-IN EAVES, 85 SQ-IN =402 SQ-IN EAVES, 40z SQ-IN X a_ X
<br /> 17, ❑ne 110 volt, battery back-up, interconnected sr�oke RIDGE VENTING, PER IRC 2009 RIDGE VENTING, PER IRC 2009 � �� � �
<br /> detector in each bedroor� and hallway leading to a bedroom, 4x10 DF�#2
<br /> 18, Eaves have 1" thick fascia boards, with 5" prefinished continuous �� c�u �
<br /> metal gutters, Matching ?"X3" downspouts with concrete splashblocks,
<br /> 20 Slope finish grade away from �oundation wall, 1/4"/ft r�in, for 5' fror�
<br /> foundation,
<br /> 21� Minir�ur� ceiling height in structure is 7'-6", with
<br /> exceptions for halls, kitchen & bathroor�s to be 7'-0" min, height, 2q�
<br /> 22. Trusses shall be designed by a licensed Washington � �..,�-
<br /> State Structural En ineer, Snow load will be cleterr�ined b the Buildin � �� � ���
<br /> 9 Y 9 „�„� �, � ��g, 2x LEDGER F�R JACK TRUSSES W/ (ll
<br /> ❑fficiaL Truss r�anu�acturer will supply engineered shop drawings �or ,� �''" � �� 3-5/8" LEDGERLOK @ 16" oc T❑
<br /> building departr�ent approval, and all trusses supplied will be marked �:�„✓�� '�l";r�' `� �° STUD/RIM J�IST, INSTALL 2
<br /> accordingly, ,�` � �.,�'' ��"��-� �'�� LEDGERL❑KS AT HIP TRUSS, D� NOT
<br /> 23, Provide r�echanical ventilation capable of providing 5 ��',��J�T1J�tA� R�lJ1�;�' '��'JLY .� �`� `'�' �s^� 01 ��� INSTALL ❑VER SIDING, HANG TRUSSES
<br /> air changes per hour in kiathroor�s, water closet compartments, laundry ��� ����L3���r,j. 1,�/�'�'�.;._ „� � � t§��� � €� ON LEDGER W/ LU24 HANGER,
<br /> and similar roor�s, C���U�R-���,�� ��. r '
<br /> 24, Exterior joints shall be sealed, caulked, gasketted or � � `'�''(� �+�� �
<br /> weatherstri ed to limit air leaka e at the fotlowin o enin s , � �: `��A. � �5' ,r "�
<br /> a) Windows &pdoor �rar�es b) o engin s between wall g &p g '������ F���������� ���' �:- �' ��'" �� �
<br /> P 9 �,�,f' `�il ��� ` ,��
<br /> �oundations c)between walls & roof d) openings at penetration of utility ����9 "�" " �L�v�� �
<br /> services d) atl other openings in the building envelope, �1�: ''� ��������1�� ��
<br /> 25, Material: a) H�#2 r�in f'rar�ing lur,ber b) Use H�#2 r�in PT plates c) �`���=�_'�� �
<br /> 3/8° r�in APA rated plywood d) 2000 psi r�in concrete strength e) 24F-V4 �
<br /> r�in glu-lam tirobers per 106,3,3 3-TAB C❑MP�SITI❑N SHINGLES J
<br /> 26, All exhaust ducts to be 26 GA r�inir�ur� (UMC Sec 601,7) T❑P PLATE� MIN 4FT LAP W
<br /> 3-TAB C❑MP❑SITI�N SHINGLES VAP❑R BARRIER j
<br /> 27, All Pasteners in contact with PT r�atl hot-dip galv or stainless W 8 -16d NAILS
<br /> vaPOR BARRIER SIMPSON H1 CLIPS 48" OC 12 �
<br /> COR-A-VENT "INVENT" T�P PLATE� MIN 4FT LAP IF REQD PITCH �
<br /> PR�VIDES 6J5 SQ IN NET FREE W 8 -16d NAILS � C�
<br /> VENTILATI�N PER LINEAR FOOT 12 7/16° CDX PLYW❑❑D ❑R �SB �,�
<br /> SIMPSON H1 CLIPS 24" OC NAIL 8d@6" EDGE & 12" FIELD �
<br /> 6 PITCH �- BAFFLE - 6" ABV BATTS �
<br /> IRc 8oz.�o.s VENTED BL❑CK BAF�LE - 12" ABV L❑❑SE INSUL �
<br /> 7/16" CDX PLYWO�D ❑R ❑SB
<br /> NAIL 8d@6" EDGE & 12" FIELD - BAFFLE - 6" ABV BATTS GUTTERS �
<br /> S�LID BL❑CK 36 BAFFLE - 12" ABV L�aSE INSUL � U
<br /> W
<br /> GUTTERS �
<br /> PRE-ENGD TRUSS �
<br /> PRE-ENGD TRUSS 5/4x6 CEDAR FACIA�� 1/2" G,W,B, �
<br /> 5�4x6 CEDAR FACIA 1/2° �,w,B, ❑PT S�FFIT/VENTS �, WIND/D❑❑R HEADERS PER PLAN �
<br /> ❑PT S�FFIT/VENTS WIND/DO�R HEADERS PER PLAN VENTS 1 6 �
<br /> -� 6 -R-38 INSUL T❑TAL 1/150 T�TAL FR�M FRAMING R-7JH �(�SU� � �
<br /> ATTIC AREA-EQL DIST, �
<br /> R-21 INSUL 836 SQ �T/150=5,57 SF =803 SI R-21 �I�SU� �
<br /> =402 SQ-IN EAVES, 402 SQ-IN �
<br /> 7/16" - T-1-11 or RIDGE VENTING, PER IRC 2009 T Y P � � � � LX � o
<br /> 7/16"x8" BEVEL
<br /> LAP SIDING WITH �� � �
<br /> 7/16 - T-1-11 or \ , � � � � � � � T ❑ ^ , �
<br /> 7/16" ❑,S,B, UNDERLAY ]/1E�"XH�� BEVEL
<br /> VAP❑R BARRIER R A T E D E A V E C� W 1 I�l �
<br /> LAP SIDING WITH �
<br /> W �� � S E C T I ❑N VAP❑R SBARRIERLAY
<br /> F❑R EAVES BETWEEN �'-5' F�R❑M PR❑P LINE � o
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<br /> SCALE
<br /> 1/4"=1 FT
<br /> \�� i I �� ������� SHEET
<br /> #��V��1��'�fl ��� ���l�11i7 `��
<br /> RC
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