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W
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<br /> Q
<br /> Q
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<br /> P4
<br /> 2x4 RAIL & CAP 36" MIN T❑ T❑P � �
<br /> ❑F CAP PER IRC 31z,2 �
<br /> Q � �
<br /> Zx2 PICKETS SPACED S❑ 4" SPHERE J � �
<br /> CANN�T PASS THRU -IRC 312,2 H Q
<br /> L� _
<br /> � �
<br /> Q Q Q
<br /> TABLE R406.2 SUMMARY ENERGY C�DE COMPLIANCE z z z W W
<br /> OPTION DESCRIPTION CREDITS 2015 RESIDENTIAL PRESCRIPTIVE COMPLIANCE CHART p � �C Y �
<br /> � 1 a EFFICIENT BUILDING ENVELOPE 1 a 0.5 ZONES 5 and MARINE 4 CHAP 51-1 1 R WAC H H 3 U U W
<br /> 1 b EFFICIENT BUILDING ENVELOPE 1 b 1.0 FROM TABLE R402.1.1 I- (� Q W W =
<br /> -OR �
<br /> 1 c EFFICIENT BUILDING ENVELOPE 1 c 2.0 FENESTRATION U value 0.30 existin9 openins,new U W � _ _ �
<br /> � 1 C EFFICIENT BUILDING ENVELOPE 1 d 0.5 SKYLITE U value 0.50 �' door Q Q Q (� (� �
<br /> �� 2c.i AIR LEAKAGE CTRL�EFFICIENT VENT 2a 0.5 CEILING R vqlue 49 Existingopenm9,ne��:
<br /> 2b AIR LEAKAGE CTRL/EFFICIENT VENT 2b 1.0 WALL R value 21 2 wina�
<br /> 2c AIR LEAKAGE CTRL/EFFICIENT VENT 2c 1.5 FLOOR R value 30 W
<br /> rear deck Gaurd rail around opening to stairs to basement.2x4 3a HIGH EFFIECIENCY HVAC 3a 1.0 SLAB R value 10-2ft s Newro;ier �-
<br /> 3b HIGH EFFIECIENCY HVAC 3b 1.0 DWELLINGS <1500 SQFT REQUIRE 1.5 CREDITS Q
<br /> rail and 2x2 pickets or Aluminum railing anchor to deck �
<br /> structure with 1/4"x 4"lag bolts 3c HIGH EFFIECIENCY HVAC 3c 1.5 DWELLINGS 1500 TO 5000 SQFT REQUIRE 3.5 CREDITS 'b News�rK
<br /> 3d HIGH EFFIECIENCY HVAC 3d �•0 DWELLINGS >5000 SQ FT REQUIRE 4.5 CREDITS
<br /> 4 HIGH EFFICIENCY HVAC DIST. SYS. ��Q OPTION CODES WILL BE USED FOR THIS BLDG. �' NewTub
<br /> 2x2 PICKETS SPACED S❑ 4" SPHERE 5a HIGH EFFICIENCY WATER HEATING 0•5 HEATING DUCTS NOT A�LOWED TO DISPLACE INSULATION
<br /> CANN�T PASS THRU -IRC 312.2 5b HIGH EFFICIENCY WATER HEATING 1.0 �;
<br /> �r-� 1�4° `Jc HIGH EFFICIENCY WATER HEATING 1.5 N1�THIN THE EXTERIOR WALLS FLOORS & CEILINGS. Nei+�showe�
<br /> � 5d HIGH EFFICIENCY WATER HEATING 0.5 DUCTS SHALL BE LEAK TESTED PER RS-33 USING MAX ex�stiny
<br /> DUCT LEAKAGE RATE SPEC'D IN SECTION 503.10.3. q 5howe�
<br /> 6 RENEWABLE ELECTRIC ENERGY 0.5 A WH�LE H�USE AIR LEAKAGE TEST IS REQUIRED
<br /> A WH�LE H❑USE VENTILATI�N SYSTEM IS REQUIRED, 1- �x�sting5ink
<br /> ALL EXTERI❑R LIGHTING FIXTURES AND 75% MIN �
<br /> d_ z
<br /> OF INTERIOR LIGHTING TO BE HIGH EFFICACY ?? Fxisrn9Toi�e: p
<br /> ---11' -9 11/16�� A PROGRAMMABLE THERMOSTAT IS REQUIRED �
<br /> P�ST ENERGY C�DE C❑MPLIANCE CERT� W/IN 3 FT ° smokedetector �--�
<br /> OF ELECTRICAL PANEL �
<br /> W
<br /> DECK PLAN and gaurd rail around o�ening to basement cross section �`�' S°_'S°�"M=an �
<br /> —4 g�—2 5 f 8� � Garbcn moncx�'7e detecWr
<br /> 36'-4"
<br /> '-1" 6'—5 1/2" 15'—10" 14'—0 1/2" 5'—9 5/8" � TemPe�ea a�ass R3���R� �
<br /> 5'-6 13/16" 6' ' ' 9'-10 5/16" 2'-6" 4'-1" �
<br /> ��N .� =���rL �
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<br /> �' � _ -"- - — --�� 15'-6 1/�" ', � � 13�_7�� _ �m i ! General Drawinq Notes New Construction Specifications � � � �
<br /> � _: � , , ___-_;
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<br /> � � N „�; > > � `� ; o � , C° � '� DESIGN CRITERIA� � �
<br /> , c� - w LA D R�Y � � �., - -�: � ., � � , S
<br /> � � �u �—__' ,
<br /> , � m t � (�CZe � ( �- � ,; � ,..,.,,;r'::'-/Z.�f�, WIND L❑AD� Per IBC; Ultir�ate Wind Speed=110 mph, exposure B � >
<br /> � 6� �� X 11�-��� � � � GZ8 �% � � � v `° �' ' � ', \ ' SEISMIC, Per IBC�, I=1,0, SEISMIC DESIGN CATEG�RY D, SITE CLASS D U Q W
<br /> � �-���` �" f1) u�s " � ,� � ; ; '-' R❑❑F L❑AD; DL=15 PSF, LL=25 PSF -- .
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<br /> � � � ;�� ' - � �� _'�� � FLD❑R/DECK L❑AD� DL=10 PSF, LL=40 PSF � �
<br /> _— --
<br /> , I � csssrv, o�s�nn �1 �'` �`ti � S❑ILS; AssuMed 2000 PSF Atlowable Soit Bearing
<br /> � , �____ , Hao�slv C❑NCRETE� 2500 PSI @ 28 days, Grade 40 reinforcer�ent- covered 3 min,
<br /> cll I �_____._.�__� � o \ `� .
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<br /> � � �---3�_�" '—11„ �'� „�_,,,_ ,_�°_,,,N � C�, � �
<br /> � i The Pottowing basics fror, the Internationat Residential Code CIRC) 2015 shatt be
<br /> p � � i o � � � �' _ � �9'- ' adhered to in this plan-set, Cnot all IteMs May apply)
<br /> c�6 �1 ; � ` � s; `' �T��n_ `� 4x4 post with BC4 POST CAP � � 1, Material, a) HF#2 r�in frar�ing lur�ber b) Use HF#2 r�in PT ptates c)
<br /> O 2 I 3 azr��T � , � x6 st h BC6 POST CAP 3/8" r�in APA rated plywood d) 2000 psi r�in concrete strength e) 24F-V4
<br /> -� � � aeo�z `�,1-�a \ (� M N Min gtu-laM tir�bers per 106,3,3
<br /> 00 •� '� �. � , ��`� `��� � � - 6x12 GLB �' � x
<br /> � � � � - � --� � - \ z LL � 2, Section R302,6, House to garage separation shalt be of
<br /> Y � -� • � ��w (� ;n Q � x � � materials approved for 1-hour fire resistive construction Ci,e„ 1/2" type
<br /> U X � � Z �' W f- � - 2 " "X" G,W,BJ, Doors in these areas shatl be 1-3/8" r�inir�uM thickness, solid
<br /> u� I �� , M �-, �
<br /> W � � Q ; 4 �,-� \ Z X � L1- � J � �-, core, with self-closer hardware, -' �
<br /> � r- � �+-� � � � � Q � N � 3, Section P2708, All shower areas to be finished with a sr�ooth, � I (
<br /> o� � � � � � c� (n n.1 � non-absorbent r�aterial to a height of 70" above drain, �
<br /> `- � �� C = N � � � � � � 4, Section R307, A toilet cor�partr�ent shall not be less than 30" wide, �
<br /> G O� I
<br /> .
<br /> � , z and have a front clearance of 24 . �
<br /> � � 0 � � 0 � ( 5, Section R606, Masonry shalt not be supported by any wood f I �
<br /> � ('� O � � 2x10 � 16' O.0 roeMber, v \
<br /> � � � � X J � , 6, Section R408, Crawt space under floor joists shall be at teast 18" & a �
<br /> 1 0� o Minir�u� of 12" to bottoM of girders, Underfloor area to be provided ��
<br /> � I � � 0 CV ' with a r�inir�um 18"x24" size access, located within 20' of r�ain plur�bing
<br /> � o � g W p �� • � z� �; . . ;. , -� .� 2 .�_ � . - , clean-out,
<br /> � �' � � 0 2 m � - -- - - -- -- --- ' " 7, Section R317, All wood in contact with concrete or r�asonry shatl be
<br /> � M = � Haoros Faaoscs pressure treated,
<br /> u 11'-9 1/�" g �p � 8, Section R317� Wood girders entering concrete or r�asonry shall be
<br /> 'X 2', N I provided with 1/2" air space on sides, top & end,
<br /> W �,-� 9, Section R408,1, MiniMur� foundation ventilation� 1 square foot for every
<br /> , 4,
<br /> - + (�' 1�' 3' S'-1�" 150 square feet of under-floor area, Covered with 1/4° or less wire
<br /> �� Mesh Crestricts opening area 25%>
<br /> __ _ -- = --- _ __ __
<br /> (U 3 � �� 10, Section R302, Firestops shall be provided to cut-off concealed draft
<br /> \ ; 2 9 -g 1/� J -9 5/8 openings between stories and roof space,
<br /> � � ^^ � y � ���� 11, Section R807, A 22"wx30"h attic access opening shalt be provided in an
<br /> � ��
<br /> 0 4 -10 1/2 ��r� � p`����. _ area that has 30" MiniMuro of headrooM,
<br /> � 12'-8 1/2" r 12, Section R806.2. Cross-attic ventilation required at 1/150 of the attic
<br /> � � area or enclosed rafter space, Continuous vent each enclosed rafter
<br /> ��. space, If rafters are enclosed & roofs are of solid sheathing, a
<br /> 11'—9 1/2" 12'—8 1/2" F i r s t f l o o r L Q�/O U t � M S��`► continuous ridge vent is required, cover vents with 1/4" r,ax, opening
<br /> � '�y � R mesh,
<br /> . �
<br /> � � ��; v � 13, Section R311,7,4, Maxir�uM stairway rise is 7-3/4", r,inimuM run is 10", MiniMur�
<br /> - � /� ������ headroor� is 6'-8", Enclosed usable space under stairways shatl be of �
<br /> '` �� /s 1/2" GypsuM Wall Board CGWB),
<br /> C�D E R E�E E N C E S EGRESS/ zRc R3�o �, 6x �Z G '� �' 14, Safety glazing shall be used in ll doors other than �
<br /> �����,�,-�.
<br /> INTERNATI❑NAL RESIDENTIA� C�DE 2015 B TOR FINISHEDSOPENING H �" wardrobe, 2) bathtub & shower enclosures, 3) glazing less than 60" fror�
<br /> INTERNATI❑NAL MECHANICAL C�DE 2015 MIN 20•wx2a• Ht ❑PENING floor & ad jacent to a door within 12" & 4) gtazing in excess of 9 sq, ft �
<br /> INTERNATIDNAL FIRE C❑DE 2015 5,7 SQ FT MIN - R3101 'Fx & less than 18'' fror, floor. R308.4 Hazardous locations, �
<br /> UNIF�❑RMED PLUMBING C�DE 2015 N❑TE; ALL HEADERS WALL BRACING PER CURRENT IRC �,.�.,�,n..�«� 15, Chir�neys shalt extend over 36" above roof where it
<br /> 0 .1 1 Wall bracing in D1 seismic zone to meet the following; - ` passes through, & 24" above any structure within 10', ,-{
<br /> WASHINGT�N STATE ENERGY C�DE 2015 4x8 HF#2 U,N.�, brace waii panels in the corners and every 25' O.C. Offsets 4' max. 16, Combustible r�aterials shatl not cor�e within 1" of fireplace, V
<br /> R602.10.11 Struetures in seismic Categories D1 & D2 shall be provided smoke char�ber or chir�ney walls. 1001,6 TerMination. �
<br /> NOTicE oF �iasz�zrv: wr�tten d�MenS�ons on tne5e draW�n95 with exterior & interior braced wall lines. Spacing between braced wall 17, �ne 110 volt, batter back-u
<br /> ALL H�LD�WNS, FRAMING ANCH❑RS & Shau ha�e Preferen�e o�er S�aied d��,ens�ons Ho�,eoWner� , y p, intereonneeted sMoke
<br /> contra�tor 5hau �ne�k a �er�fy Qu a��en5�an5 and �ond�t�on5 lines in each story shall not exceed 25 O.C. in both longitudinal and detector in each bedroor� and hallwa leadin to a bedrooM, �
<br /> SHEARWALLS MUST BE INSPECTED Pertam�ng to the Pro�e�t prior to pro�eedin9 to the Y 9
<br /> construction hase, BenM sizes are estinated but not transverse direetions. . w
<br /> BEFORE C❑VERING, p 18, Eaves have 1 thick fascia boards, with 5 prefinished continuous
<br /> Engineering certlfled. Any discrepancy shall be resolved with y �.
<br /> Pes Pr�ar to Pro�eed�ng W�th the work, or cantra�tor shau WH❑LE HOUSE FAN VENTILATI�N RAT metal gutters, Matching Z X3 downspouts with concrete sptashblocks,
<br /> a��ePt fUu re5Pon5ibiuty for re�tifYing 5a�e �n e�ent that TRUSS ENGINEERING
<br /> UNDERFLO❑R INSPECTI�N REQUIRED ��ab���tY �5 ��,Pased on pzb, aur ��ab���tv to vou ar nnv th�rd PER IRC 2015 TABLE M1507,3,3 Cll 20 Slope finish grade away froM foundation walt, i/4"/ft r�in, for 5' fror�
<br /> & DESIGN ARE T❑ BE BY foundation,
<br /> PartY 5hau n�t ex�eea tne price Pa�d for pze�s ProdU�t F�ooR AREA BEDR�OMS THE TRUSS MANUFACTURER
<br /> PRI�R T❑ INSTALLATION ❑F ANY 21, Minir�uro ceiling height in structure is 7'-6", with �
<br /> FL�❑R SHEATHING ❑R DECKING, SUBJECT TO FIELD INSPECTIONS, SQ FT o-i 2-3 4-5 6-� » exceptions for hatls, kitchen & bathroor�s to be 7'-0" r�in, height, r '
<br /> CORRECTIONS & PROVISIONS OF < isoo so as bo 75 90 HIGH-EFFICIENCY LIGHTING
<br /> PR�VISI�N SHA�� BE MADE T� isoi-a000 45 eo �s 90 tos T� BE USED IN 75% ❑F 22, Trusses shall be desi ned b a licensed Washin ton �-�
<br /> PLAN CHECK 3ooi-asoo 60 �s 90 io5 i2a g y 9
<br /> PREVENT WATER FROM C�LLECTING asoi-6000 �5 90 ios i2o 135 FIXTURES PER E-404,1 State Structurat Engineer, Snow load will be determined by the Building
<br /> IN CRAWLSPACE & FR❑M LEAKING LANDINGS / IRC R311,4, RATES AB�VE ARE MIN ❑UTDODR AIRFL�W IN CFM ❑fficiat, Truss manufacturer witt supply engineered shop drawings for
<br /> INTO BASEMENT FL❑❑RS, � Door widthx36'D MIN INTERMITTENT >25% IN 4 HR M1507,3,3C2 building departr�ent approval, and all trusses supplied will be r�arked -+-�
<br /> � 7-3/4' MAX DR❑P RUN TIME% 25% 33% 50% 66% 75% 100% accordingly, I n
<br /> FACT❑R 4 3 2 1,5 1,3 1 23, Provide Mechanical ventilation capable of providing 5 V I
<br /> air changes per hour in bathroor�s, water closet compartMents, taundry �
<br /> and siroilar roor�s,
<br /> 24, Exterior �oints shatl be sealed, caulked, gasketted or --
<br /> weatherstripped to limit air leakage at the following openings �
<br /> a) Windows & door fraMes b) openings between walls &
<br /> foundations c)between watls & roof d) openings at penetration of utiUty
<br /> services d) all other openings in the building envelope,
<br /> 25, All exhaust ducts to be 26 GA minir�ur� CUMC Sec 601,7)
<br /> 26, Att fasteners in contact with PT r,att hot-dip galv or stainless
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