|
NOTE: DEFERRED SUBMITTAL ITEMS:
<br /> Prescriptive Energy Code Compliance farAll Climate Zones in Washington. 14'-0" 1, ROOF TRUSS AND �ATERAL ENGINEERING
<br /> . GENERAL SPECIFICATIONS 5FT SETBACKS FIRE- RATING VARIES SEE PLAN 2. MECHANICAL DRAWINGS IF APPLICABLE
<br /> /�� �'i�1�IlAtg�Of1�3 CODE: 4x4 RAIL 2�-0'� 10�-0�� 2�-0�� PRE-ENG ROOF TRUSSES @ 24" O.C.
<br /> POSTS TYP
<br /> ROOFING PER PLAN
<br /> 2015 INTERNATIONAL RESIDENTIAL CODE I.R.C. & THE WA. ST. ENERGY (6' O.C. MAX) VARIES SEE PLAN BAFFLE W/ 1" MIN. AIR SPACE
<br /> b R-V�IUB� F;-V31U@a CODE 2015 EDITION ALONG WITH ALL ADDITIONAL APPLICABLE CODES (INC UD NG8EAVECORAOVERHANG)
<br /> Fenestration U-Factor I'�a d•'3� BUILDING: 12 Hz.S, H4, H5 EA TRUSS/RAfTER OR
<br /> SEE FI-1 � EVERY OTHER TRUSS/RAFTER TO TOP PLATES
<br /> Skylight U-Factor N� ��5� OCCUPANCY - GROUP: �R�, TYPE: V N NO ROOF/ATTIC VENTILATION _ _ �PLAN -
<br /> 0 2x SCRND. VENT BI.KG.
<br /> Glazed Fenestration SHGC b'e �'�/a �� SEISMIC -D- PER 1615 Ss=1.25 FIG. 1615(1� � INSUL BAFFLE POSITION TO TRANS. ROOF FORCES TO
<br /> S�= 0.40 �FIG. 1615(2� END POST � -1 4x12 P.T. BEAM lo N 12" ABV BLOWN TOP PL,. RIP fROM 2x6 TO FIT VERT.
<br /> C81IIf1 4�� O.O2s WIND EXPOSURE B BASIC SPEED - 85 MPH PER FIG. 1609 � � iv � 6" ABV BATT EDGE NAIL ROOF SHTH'G 8d GALV. � 6°O.C. ,
<br /> g ( ) � � (5/8" GWB INTERIIOR AND ALLS � � � � � z
<br /> Wood Frame Wall 9'k,� 21 I(lt 0.056 REQUIREMENTS: PRESSURE PER TABLE 1609.6.2.1 1 5/8" GYPBOARD EXTERIOR) -D � _ �
<br /> _ � INSULATION PER 2015 WSEC - R49
<br /> Mass Wall R-V�IUB� 21/21 h 0.056 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, & BUILDING DIMENSIONS, - � � � � �-' 26 GA. CONT,
<br /> PRIOR TO PROCEEDING WITH THE WORK. ANY VARIATIONS FROM CONDITIONS � � - � cwn �/2�� ��W�B� �ALUM. GUTTER
<br /> FI001' 3O9 O.O� - o � � � °' 2-2x6 TOP PLATES TYPICAL fASCIA
<br /> AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO 1HE � �^ ^^ � cn
<br /> DESIGNER FOR RESOLUTION PRIOR TO PROCEEEDING WITH THE WORK. �i �� o�� rn o�� � 7� � LAP SPLICES 48" W/(8)16d PER PLAN
<br /> Below Grade Wall°�k 10/15/21 int + TB 0.042 : �
<br /> WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. F�RE RATED PLY UNDER MID POST "� �� � o -o � o -n � Q 6x8 OR 4x8 �2 D.F. HDR.
<br /> Slab R-Value&Depth d 10 2 ft n/a � N � r o N � r � > UNLESS NOTED
<br /> � CONVENTIONAL LOADING: PER TABLE 301.5 VERIFY W/JURISDICTION D N � D c� N� D = 4x8 W/2" FOAM BOARD SIDING PER ELEV.
<br /> �o o '_`, m � � m � � 0/ 15# FELT. -
<br /> LOADING LIVE DEAD TOTAL BLOCK (SANDWICH) � � �;
<br /> F o r S l:1 f o o t.=3 o 4.s r n m,d.�c o n tl n u a i a l n a u l a U o n,h t.=i m e m�e d l e t e f r a m i n g. ATTICS W STORAGE 20 PSF 10 PSF 30 PSF � U M P 0 U T S T H A T P R 0 J E C T POST & THRU-BOLT - L I N E O F H O U S E � � 2x8 P.T. LEDGER � o N t/2" G.W.B,
<br /> a.R-v e l u e a a r e m N(m u m a.U-f a�c t o r�a n d S F I(�C�r e m a�d m u m s.W h e n i r�b n I s I n s t a l l e d I n a c avily w h i c h i s l e e a th e n � CLOSER AN 5 0 PROP LINE z R-21 INSULATION: U.N.O. 5/8 T-1-11 PLYWD OR
<br /> the lebel or dealgn thidcneas oi the 4�eulatlon,the oompresaed R velue of ihe Insulatbn from AppBndbcTgble A101.4 ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF 3/8 =1 -0 U S I N G G AL V 3/8" C AR R I A G E -� � o '
<br /> s h a A n o t b e l e s s t h e n t he R-v a lue a p e c l f t e t i i n t h e t s b i B. ,- NAIL TO FREE EDGE aF 1/2" CDX PLYWOOD SHTG
<br /> DECKS PER 502.2.1 40 PSF 10 PSF 50 PLF R O O F I N G P E R P L A N B O L T S W I T H W A S H E R S N U T S � S T U D O R P R O V I D E 4 M I L. OR 7/16" O.S.B., NAIL 8d
<br /> b.The fenseiraUon U-tactor cdumn wacluties akylights.The SHaC co6umn epplee to ell glezed feneetratb�. EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF (PER STND DETAI L) 4 x 4 P 0 S T [�E T A I L w VAPOR BARRIER. 6" O.C. EDGE, 12" IN FIELD
<br /> 6ac�ptlon:Skylights may be exck�ded iran glazed fer�estrailon SHCiC requiremer�te In Cilmate Z,or�es 1 tivou8h 3 where FIRE ESCAPES 40 PSF I (SHEARWALL CRITERIA PRESIDES) �
<br /> theSH(3CtorsucttakylEghtadoesnoteotce�d0.30. COR-A-VENT OR EQUIV "IN-VENT" �� � �� � 2x6 #2 H.F. STUDS � 16" O.C. -
<br /> c.'iW15/21.+T�'meerreR-10cortthuousinsulatinnonthee�deriorofthewell,orR-15onthecontin�usir�suletlonon GAURDRAILS�HANDRAILS 200 LBS AT TOP ANY DIRECTION ROOF INTAKE VENT STRIP INSTALLED SCALE: 3/8 = 1 - 0 I�I N E OF H OU SE - TYP I CAL STRUCT. MEMBERS TO BE 2x6 BASE PL. W�16d � 16" O.C.
<br /> theltrtedorofth�well,orR-21c�vltyln�latlonplusathemielbr�akbeiweenit�alebae�dth�be�entwalet�e GAURDRAILS IN-FILL 50 LBS APPLIED TO 1 SQ. FT. 36" FROM EDGE OF EAVE (CUT 1" #2 HEM/FIR OR BETTER TO JST & 2-16 EA STUD
<br /> IMerlor of the basemern waq.'1Q/15/21.+7g st�9 be permlMed to be met wlth R-13 c�vity Inauleibn on the trte�lor of ihe WI D E STRI P I N PLYWOOD � VEN T) S C A L E: 1 /4�� _ � �- ��� 2x RIMJOIST W/3-16d EA JST
<br /> PASS. VEHICLE GARAGE 50 PSF IF ELEVATED 2 000 LB PT, & SLANT NAIL RIM TO PLATE
<br /> besement weU pk�s R�continuaus Ir�eklan on the IMerlcx ar eoderbr ot the weil.'iQ/13°m�€i-10 c�ntlnuous � D E C I� P � A f� 3/4" APA RATED T&G CD INT
<br /> Ir�atlononthe IntertororeodedorolthehomeorR-13cavllyinaulalionattheinterlorofihebessmentwal.'T�'meens ROOMS (NON-SLEEPING) 40 PSF 10 PSF 50 PSF SOLID BLOCK, CUT TO FIT TIGHT W�EXT. GLUE, NAIL W/tOd W/16d � 6" O.C. TYP
<br /> thermelbreakbetvveentboralebandbeteementwal. SLEEPING ROOMS 30 PSF 10 PSF 40 PSF AGAINST TOP PLATE & SHEATHING 6 O.C. � EDGES & SOLID BLK'G LAP SHEATH'G FOR SHEAR TRANSFER
<br /> d.R-10 contlrwous tisulaUon Ia required under h�abed sieb on��de floors.s�e R4ae.2.e.1. STAIRS 40 PSF 10 PSF 50 PSF W/(4) 8d NAI LS EACH BLOCK 2x4 RAIL AND CAP 10" O.C. IN FIELD
<br /> e.TFiere aze no SHQC requtemer�s In�h�MerineZorie. NO VENTS ALLOWED IN BLOCK 4 3�8 2x4 PRESS. TRT'D SILL PLATE
<br /> T ere ZQ e OR 300 LB PT. I OAD ON 4 SQ. IN. 36" MIN. TO TOP 2x2 PICKETS SO THAT � SOLID BLK'G FLOOR JOISTS PER PLAN � SEE REBAR REQUIREMENTS •
<br /> t. Beaement weN Ineulabon is not requlred In werrrr-humM bc�atlans sa de�fined by Flgure R301.1 endTabls f�301.1. 2015 IRC - TABLE R302.1(1) OF CAP � SUPPORTS DBL UNDER PARALLEL PART. (SHEARWALL CRITERIA PRESIDES)
<br /> 9' R�� LUMBER STRENGTH: USE 1"xt" MTL FI ASHING HERE ALSO A 4" SPHERE , -
<br /> h. Fketvalue la cavfty ineuletbn,secand��tlrwous ineulatlan or t�sulat�d sldng,so'13.+5'm�R-13 c�avity PER 2015 IRC & 2001 N.D.S. S fANDARDS �O IN SUL PER WSEC MAY NOT PASS THRU 18" MIN. CLEARANCE = -
<br /> EXTEND BLDG PAPER BEHIND LEDGER �GRADE: SLOPE AWAY
<br /> Insulatlon pk�e R�cor�inuoue Ir�etbn�r Inaul�ted alding.If etruchrel ahe�hinp co�rers 40 peroerit or I�of the HEM FIR FOR 2x MEMBERS, DOUG FIR FOR BEAMS & HEADERS U.N.O. � SECURE W/ (3) 16d GALV. 12" MIN UNDER BEAMS ���� �� �
<br /> e�derior,c�tlnu°ua t��on Ra�elue�he�be permitted t°be redu�d by�°m°re than R-3 In the�°ceU°nawhere JOISTS & RAFTERS FIBER STRESS SHEAR ELASTICITY 2x4, 2x6, OR 5/4x4 OR TO RESIST 20� /LF LOAD , p , R-30 INSULATION U.N.O. a ��� � z FROM FOUNDATION '
<br /> atr�wturelaheathhglausedtomeiritelnacar�s�toteleheaitdr�gthidv�ese. N❑TE� WHEN REPLACING 3 4' PLY W WEATHERPROOF INSUL. PLUMBWG & MECH, _i � Q 1/4" PER FOOT
<br /> �t� 2x HF 2 850 75 1.3 / � /
<br /> I.The secor�d R�elue a p�l e s when more thh�n he1F tt�e ir�detbn Is on the irderbr of the me�wel. # S T A N D A R T B I R D B L❑C K S
<br /> t n
<br /> j.For eingle rafter-or joist-vaulted cetltiga,the In�ulaUon may be reduoed to R�8. 2x DF #2 875 95 1.6 M E M B R A N E N O T E: R A I L I N G N O T R E Q. _
<br /> k.lr�t.(intertnedfatefreming)der�otesstsnderdfremlr�i6lnchesonoentterwithheadersin�latedv�lthamk�tnumaf BEAMS & HEADERS WITH C�R-A-VENT � ON DECKS W/IN INT. GRADE 6 Mll BLACK POLY BARRIER ; � ROOf DRAIN-4" TIGHTLINE
<br /> oe �R AN EQUIVALENT, � ; D CK JOISTS PER PLAN 30" OF FINISHED GRADE LAP 12" MIN & UP F/W TO SILL 3" 6 . 3" SEP fROM FTG DRAIN
<br /> R-10haulatlon. 4x DF #2 875 95 1.6 PER PLAN USE A 10 SQ IN � ' W MTL HANGER BRACKETS
<br /> I.Log and aoild timber wrells with a mlNmum averege thk�ess of 3.5 Irx��s are eocsmpt from thls Insul�requlrement. 4x DF #1 1000 95 1.7 v ---'---- - ��-- 2x RIM JOIST - 4" DIA PERF PIPE IN WASHED
<br /> 6x DF #2 875 85 1,3 PER FT EXCHANGE � 2x LEDGER WITH � z � 1'-0"
<br /> o SOLID BLOCKING GRAVEL CONNECT TO
<br /> 6x DF #1 1350 85 1.6 (2)3/8"x3" GALV � - • APPROVED DISCHARGE
<br /> Building Air LeakaAeTeating GLU-LAM TIMBERS z LAG BOLTS W/WASHERS BEAM PER PLAN � � r � O N E S TO R Y S E C TI 0 N
<br /> 2015 Washington StaBe Energy Co�(WSEC)sectlon R442.4.12 requires air leakmge tesiing for all rrew J �
<br /> houses and addUons.The reqt�remer�t is met if ttKa siructure has a leakage rale of 5 alr c�anges p�r ho�r DF�LARCH (16F-V3 DF/DF� 1600 165 1.5 T R U S S 8c E A V E D E T A I L 16" O.C. STAGGERED CONNECTION TO COL. N / >> > »
<br /> DF LARCH (24F-V4 DF/D 2400 165 1.8 » > �� EAVES CLOSER THAN 5' TO PROP LINE 5/4x4 LATERAL BRACIN
<br /> 2x4 CLEAT BOTH SIDES WHERE APPLICABLE SCALE: 3 8 = � - O
<br /> when dspressurized writh a blower docu to 50 Pascals or less(5ACH�).A Pascal Is a measurement of pre�ure. CANTILEVERED GLU-LAM TIMBERS 24F-V8 D/F D/F 3/8 =1 -0 ON UNDERSIDE Of JOISTS
<br /> 249 Pascals are equ�l to 1"of waier oolumn.The test mus4 b�perfortned using a Blowsr�ar de�vk:e whic� GLU-LAM BMS TO BE KILN DRIES D.F. DISPI AY AITC STAMF'. COLUMN PER PLAN
<br /> consists of a large fan,a frame and p�nel.Aanometer(pre�ure gauge)is used to r�d�and fan FIRE RESISTANT RATED PLYWOOD NOTE: PROVIDE KNEE BRACES 6" STEM WALL 8" STEM WALL RUN -
<br /> ��� ALL STRUCTURAL MFMBERS TO BE #2 HEM�FIR OR BETTER AS ALL WOOD EXPOSED TO FOR LATERAL RESISTANCE
<br /> NOTED ON PLANS C�? O.H. IF GABLE END VENT IS WEATHER TO BE PRESS. TRT'D IF COLUMN EXCEEDS 4'-0" HT. HDU8-SDS2.5 HDU8-SDS2.5
<br /> WSECstatesthatthetestmaybeperformedatanyUmeafter hin.All reg PLYWOOD INDEX: CD ROOF AND SUBFLOOR SHEATHING PER INSTALLED IRC 302.1 b OR HAVE NATURAL RESISTANCE W�SST20 A.B. W�SST28 A.B. v
<br /> � ���i��n��I� / ` / 1 ROOFING PER PLAN TO DECAY 1" MIN.
<br /> ernelope must be se�led induding th�e for utillUes,plumbing,electrk�ai,verrUlatbn arxi canb�Uon TABLE R503.2.1.1 1 , WALL SHEATHING PER TABLES R602.3 3 �
<br /> I8ItC6S.Th9 COdB S�SO 8�@8�WI16�1� UIf9d�+�'18�I��Q Offlf�81,1119�BSt Sh@�I b6 \ / ` J GRADE %� 3/4" PLYWOOD RISER
<br /> � � �� SHEATHING FASTENERS PER TABLES R602.3 1 & 2 . INSTALL HDU8-SDS2.5 W/(20)SDS %a'x2�" OR 1x8 RIPPED TO FIT
<br /> approved th(rd party, � � � � _ SIMPSON STEEL POST BASE .
<br /> WALL BRACING & BRACED WALL LINES PER R602.10 BRACED WALL `�'� a a INSTALL PER MFGS SPECS. �-t/a" HARDBOARD TREAD
<br /> PRE-MFG TRUSSES W/ ROUNDED NOSING
<br /> To conduct ihe test: LOCATION, TYPE, & AMT PER FIG R602.10.1.1/TABLE R602.10.1.3 � CONCRETE FOOTING TYP I C A L H D U 8- S D S I N S TA LL A TI 0 N oR 2x12 W/45d EDGE
<br /> 1.Close all windows,doo�s arod fireplac��nd sWve doors. PER FDN. PLAN 1�2�� �•W�B• (3) 2x12 STRINGERS TYP.
<br /> 2.Close all dampers induding eodiaust,irrtake,make-�alr,t�dcdraftand fluedampers.Sinceynuwiil STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). D E C K D E TA I L WHERE APPLICABLE U.N.O. MIDDLE STRINGER w
<br /> be de�essv��tna nous�,d�,�in�tn t�ns,etc.vwu be su�d ao�ed a�i�m�t�e�w�ii SI DIN G i N U L PER w c S C A LE: N 0 N E /
<br /> ALL WOOD IN CONTACT W/ CONC. TO BE PRESS. TRT'D. PER PLAN �� � �� STRONG BACK
<br /> thereforeno4negativelyaffn�tther�ufts. WOOD EXPOSED TO WEATHER TO BE PRESSURE TRT'D WHERE APPLICABLE SCALE: 3�H = � - O ;�`�''4 1. HEADROOM, s'-a° MIN. WIDTH, 3'-0" MIN. PER I.R.C. R311J
<br /> 3,MIBke SlBf9�Umbfng tfapS Sf�flll8d Wifh W8t8f. �� 2. TREADS 10" MIN., RISERS 7 3/4" MAX. R311.7.4
<br /> 4.L9&V9C�OOf8b8�W96Clh6fd�18f8880(�6�1. OR NATURALLY DURABLE PER 319. INSTALL �2� SIMPSON DTT2Z DECK TENSION TIES PER ;� �� 3. HANDRAIL SHALL BE 34" MIN & 38" MAX. ABOVE STAIR
<br /> 5. acxess hatc�es to cor�ltion�d att(cs and/or vondtioned crawl Leave F�atdies dosed if ALL FASTENERS LESS THAN 1 2" DIA WSTALLED IN s' FROM PROPERTY LINE >> l �� �,t� NOSING. HANDRAIL 1-1/2" MIN. & 2" MAX. IN CROSS SECTION &
<br /> �' �• � � ) �TYPICAL WALL DECK (DECKS UNDER 30 ABOVE GRADE ARE EXEMPT) �' g,� �-�/z" MIN. OR 3-i/z" MAX. FROM WALL, RETURN EA. END TYP.
<br /> ��u����• PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED R317.3 PER PLAN �%� PER U.B.C. R311.7.8 �
<br /> 6.Sealexterioropeningsforco�rx�aaslyopera#ingventiiationsystemsandheat�ecaveryverdila#ors. INSUL PER WSEC PLYWD PER PLAN FRAMING 4. INSTALL FIREBLKG O MID STRINGER SPAN & WALL PER R602.8.
<br /> 7.TumoffheaUngandcooling�ystemsbutdonotsealsuppiyorretunregisters. VERIFY ALL NAILING, BOLTING, AND OTHER CONNECTIONS TO w/ 10d � 6" EDGE PER PLAN PARALLEL TRUSSES 5. I.R.C. 302.7 ENCLOSED AND ACCESSIBLE SPACE UNDER STAIRS IS
<br /> 8.AdjustallcornbusUonappllanc�ssothettl��ydonotttmonduringUietest. COMPLY WITH ENGINEERS SHEARWALL SCHEDULE, IF APPLICABLE. GABLE END DETAIL TO BE COVERED WITH A MINIMUM i/2" c.w.e. '
<br /> 9.Instell the blcrnrer door in an axterior doar�ing and connect twses fram the manometer to th� SIMPSON A35 � t�,° o c
<br /> blo�werdoorfanandtheext�riorpre�suretap.Seemarx�fa�turer�si�struc�«,sror�ectset-up. ROOFING OPTIONS: (VERIFY WITH JURISDICTION " ' " GABLE ENDS AT 5' TO PROPERTY LINE OR A35 E.S. � 24 o c STAI R SECTI ON D ETAI L
<br /> > 3/8 =1 -0 2x BLK'G 0 16" o/c .
<br /> 1O.Depf888lIfYd9 U18 f10USe t0-�P9SCA�S. 2 P.T. PLATE FOR 3� JST SPA ``i``,, r -
<br /> A� UO SHAKE/SHINGLE ROOF: INTERWEAVE W/ 18" WID1= STRIPS � � WHER� APPLICABLE SCALE: NONE
<br /> 11.Recordtl�eflowrate(v�ith�mplemanometers,thefanpressure(Pa)IsconvertedtoCFM�usinga OF 30 FELT. FASTEN W 2 GALV. FASTENERS PER EA. PIECE '" �`�� A'B' w/ PLYWOODT� SEE DETAII � FOR ; �, .
<br /> # � � � @ 18' O.C. ALL OTHER INFO
<br /> flow table.t�ar�y digital mar�meter�sdd wi9h bbvwer doors can automaficaily perform this 1 x6 STD OR BTR SKIP SHEATHING � 10" O.C. •
<br /> cornersion,anddlsplayCFlWmdlrectly.)Consuftyourblaiwerdoorartdmanometermareu�ls. WITH SOLID SHEATHING � OVERHANGS � TOP CONNECTION ' ,
<br /> (2) 8d EA PIECE, EA RAFTER/TRUSS 6" MIN PARALLEL MFG. TRUSSES " ''
<br /> i
<br /> ( ) �8 # �4 � 16° o/c 4° O.C. TYP. ' `' f;' '
<br /> Younowmustcornerttheflowrate CFMeo toACHm.U�th�fdlowi formula: O COMPOSITION ROOF: ON NONPERFORATED 15 FFLT 2 LAYERS 5�8" TYPE 'X' GWB � � �-
<br /> FASTENED W (4 GALV. FASTENERS PER EA. PIECE t.5° MIN - INSU PER PLAN ATTACH TO EA SIDE EA TRUSS � '
<br /> ACH50=(CFM50X60)/Volume 1/2" CDX PLYWOOD SHEATHING OR EQUIV 2�CLRAX �2 PRE-ENG ROOF TRUSSES � 24° O.C.
<br /> WITH 1/2" CCX PLY SHEATHING � OVERHANGS 8 �( � ��p ROOFING PER PLAN
<br /> Where: ACH50=AIrChar�gesperHourat-50Pascal� NAILED W/8d � 6" O.C. EDGES, 12" FIELD ��H����„ o� - INSTALL PER MFG SPECS.
<br /> CFM50 X 60=Cornerts Cubic Feet per Minute to Cubic Feet per Hau � SCALE� N�NE NON'COMB. FIRESTOP � �Z BAFFLE W/ 1" MIN. AIR SPACE .
<br /> 1 LAYER 5/8" G.W.B. FIRMLY SECURED �
<br /> Volume=CondiUoned floor area of the housing uNt muldplied by the ceilir�he6�t a 2x6 BACKWG SEE H2.5, H4, H5 EA TRUSS/RAFTER OR
<br /> � #4x24" o t2" o/� TOP CONNECTION BOTH SIDES OF �PLAN H-1 � EVERY OTHER TRUSS/RAFTER TO TOP PLATES ,
<br /> ��e: A bbwer door 4est has�n d�e on a 2,000 square foot ha��arxi the f�n flow(CFM50)rffia P E R P E N�I C U L A R TRu ss
<br /> EXTENT OF HEADER 3'-0" MIN 2x SCRND. VENT BLKG.
<br /> � is 1100 CFM. CONC FTG INSUL BAFFLE
<br /> DPF-DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) FRONTFILL w/ (3) - #4 CONT cENERa� NOTEs: POSITION TO TRANS. ROOF FORCES TO
<br /> IBC 2015 EDITION 12" ABV BLOWN � TOP PL.. RIP FROM Zx6 TO FIT VERT.
<br /> A�H50=(CFM50 X 60)/Vdllfne EXTENT OF HEADER 35 PCF EQUIVILENT FLUID PRESSURE EDGE NAIL ROOF SHTH'G 8d GALV. �
<br /> SPF-SINGIE PORTAL FRAME(ONE BRACED WALL PANEL) FASTEN KING STUD TO HEADER 2000 PSF SOIL BEARING PRESSURE 6'� ABV BATT @ 6'� O.C. TYP. -
<br /> W/(6) 15d SINKERS � � 50 PSF SURCHARGE P E R P E N D I C U L A R TR U S S E S
<br /> ACH50=(1100 X 60)/(2000 X8) � 4"� FTG 5 SACK CEMENT PER CUBIC YARD, INSULATION PER 2015 WSEC - R49
<br /> ACH50=86,000/16,000 PONY WALL � II.I • � DRAIN IN MAXIMUM 6I6A1 ONS�WATERSPERSSACKGTH,
<br /> GRAVEL POCKET
<br /> HEIGHT GRADE 60 STEEL FOR 5 & LARGER 1 2" G.W.B.
<br /> ACH5(3=4.1 . . . . � � , . , 3��� „ - GRADE 40 STEEL FOR �4 & SMALLER 6 GA. CO T.
<br /> .. . . . HEADER PER PLAN (STEEL PROHI8ITED) . . . .. CLR 8 / �ALUM. GUTTER
<br /> , , , „ 2'-0" �SOIRING BACKfILI WITH POUROUS MATERIAL; 2-2x6 TOP PLATES TYPICAL FASCIA
<br /> Since the code requlr�s the ACHm to be less than 5,this Fx�t�se canplfes with an ACH�of 4.1.fieaDrd the �� � � � [MIN 3"x 11.25° NET] � � DO NOT CREATE AN UNEQUAL BACKFIIL UNTIL LAP SPLICES 48" W(8)16d
<br /> FOOTING BACK FILL IS COMPACTED IN PLACE PER PLAN
<br /> ACHm Or1 tt16 e�gy C6fdflCetB Or1 D(�iFl�818d�IC61 p8f181. 2'-18' FINISHED OPENING FOR SINGLE OR DO BLE PORTAL �- COMPACTED FRONT FILI 4° SLAB W/ MFG. TRUSSES 6x8 OR 4x8 �2 D.F. HDR.
<br /> � (� 1:2 (V:H) MAX SIOPE °o�" 6X6 W1.4 X W1.4 WWF � 24° O.0 TYP. UNLESS NOTED .
<br /> FASTEN TOP PLATE TO HEADER W/MIN EXTEND 6'-0" MIN OR �3 � 12"o/c E.W. �' � 2 LAYERS 5/8'� TYPE 'X� GWB 4x8 W� 2�� FOAM BOARD
<br /> 02010 Washin ton State Universit Extension Ener Pro rom. This ublication contains material written TYPICAL PORTAL
<br /> 9 Y 9Y 9 P � (2) ROWS 16d SINKERS �3" o.C. 7YP. INSUL PER PLAN ATTACH TO 2x2 EA SIDE EA TRUSS SIDING PER ELEV.
<br /> w FRAME CONSTRUCTION R E S T R A I N E D F 0 U N D A T I 0 N W A L L N � � 0/ 15# FELT.
<br /> and produced for public distribution. Permission to copy or disseminate all or part of this material = 1 2�� G•WB.
<br /> is granted, provided that the copies are not made or distributed for commercial advantage, and that each � LSTA24 STRAP OPPOSITE SNEATHING Z R-21 INSULATION. U.N.O, v
<br /> is referenced b title with credit to the Washin ton State Universit Extension Ener Pro ram. Co in � FOR A PANEL SPLICE
<br /> y g y gy g py g, [SHEATHING FILLER IF NEEDED] �� � �� � NAIL TO FREE EDGE Of
<br /> Q o [IF NEEDED], PANEL WHERE APPLICABLE SCALE: 3/8 = 1 - 0 -
<br /> reprinting or dissemination, electronic or otherwise, for any other use requires prior written permission � > > � STUD OR PROVIDE 4 MIL.
<br /> from the Washington State University Extension Energy Program. WSUEEP 10-001 Rev. 1, 2010 J F FASIE�J SHEATHING TO HEADER W1TH Sd EDGES SHALL BE OVER 6 TALL NON'COMB. FIRESTOP '�-' VAPOR BARRIER.
<br /> Q = COMMON OR GALVANIZED BOX IN 3' GRID BLOCKED, AND OCCUR 1 LAYER 5/8" G.W.B. f I R M LY S E C U R E D / �' '
<br /> o ,-�� PATTERN AS SHOWN AND 3"O.C. IN ALL Y�THIN 24" oF M�D- SHEARWALL DOUBLE STUDS f w ' .
<br /> = FRM'G[STUDS, B�oCKING, AND S�LLS], TYP H E I G H T. O N E R O W O F PER PLAN � E A C H S T R A P 1 LAYER TYPE 'X' ' cn 2 x 6 #2 H.F. S T U D S @ 1 6" O,C.
<br /> TYP SHEATHING-TO- EDGE NAIL SHTG OR 24" O.C. STACK FRAME
<br /> M1507.3 Whole-house mechanicai ventilation system. Whole-house mechanical � � MIN WIDTH PER TABLE 642.10.5 fRAMING NAILING IS UNO 5�8 �•WB• � STRUCT. MEMBERS TO BE
<br /> ventilation sys'tems shall be designed in accordance with Sections M1507.3.1 through N 16" ROOF ONLY OR 24° ROOF& FLOOR MIN DOUBLE � REQUIRED. • (BOTH SIDES) #2 HEM/FIR OR BETTER 2x6 BASE PL. W/16d � 16�� O.C.
<br /> M1507.3.3. � IF 2x4 B�OCKING IS MSTC66 � CENTERLINE f ``� TO JST & 2-16d EA STUD
<br /> 2x4 POST `. OF RIM JST AND �; 3/4" APA RATED T&G CD INT
<br /> M1507.3.1 System design. The whole-house ventilation system shall consist of one or %" MIN THICKNESS WOOD STRUCTURAL USED, THE 2x4's MUST FILL ALL HOLES w/ 16d F R A M I N G P E R R-11 INSULATION: ONE SIDE ONLY ��'�� �v: W/EXT. GLUE, NAIL W/lOd
<br /> more supply or exhaust fans, or a combination of such, and associated ducts and PANEL SHEATHING (MIN 2x4 FRAMING) B E N A I L E D T O G E T N E R PLAN v� NAIL TO FREE EDGE OF '�- { 2 x R I M J O I S T W/3-1 6 d E A J S T
<br /> '��� 6' O.C. � EDGES & SOLID BLK'G & SLANT NAIL RIM TO PLATE
<br /> controls. Local exhaust or supply fans are permitted to serve as such a system, W1TH (3) 16d SINKERS o STUD OR PROVIDE 4 MIL �*, 10° O.C. IN FIELD
<br /> Outdoor air ducts connected to the retum side of an air handler shall be considered MW (2) 35001b STRAP TYPE HOL�-DOWNS (EMBE�ED) �- VAPOR BARRIER. NOTE: W/16d � 6" O.C. TYP ,
<br /> to provide supply ventilation. INTO CaNCRETE AND NAILED INTO FRAMWG MIN 1000 LB NOTE: IF STRAP OVERLAP IS REQ'D, (10)-16d -- w NOISE TRANSMISSION LEVEL � SOLID BLK FLOOR JSTS PER PLAN LAP SHEATH'G � IN BOTH
<br /> • NAILS MIN SHALL GO THROUGH BOTH STRAPS. J � SUPPORTS DBL UNDER PARALLEL PART. �
<br /> M1507.3.2 S stem controls. The whole-house mechanical ventilation s stem shall be � ,.
<br /> Y Y �� • •: 8"0 ANCHOR BOLT THRU (3) 2x4 MIN P�ATES� ; TIE DOWN DEVICE ,s „ _, w 2x4 #2 H.F. STUDS � 16° O.C. NOT EXCEE 50 Db DIRECTIONS FOR SHEAR TRANSFER
<br /> __�-- RELOCATE MSTC ABOVE CENTERLINE IF REQ'D. TO D %
<br /> provided with controls that enable manual override. : . -,• � . • ,` `-------- __._ __--- w OR 24" O.C. STACK FRAME THRU - WALL
<br /> ;,
<br /> M w
<br /> AND E BEDDED 7° MIN IN FOUNDATION W/ ---�""'" '
<br /> STRUCT. MEMBERS TO BE '
<br /> M1507.3.3 Mechanical ventilation rate. The wholehouse mechanical ventilation system MIN 3"x 3"z %" PLATE WASHER R403.1.6 � j � '. � ��2 �•WB• '
<br /> shall provide outdoor air at a continuous rate of not less than that determined in 1/2" MIN t #2 HEM�FIR OR BETTER
<br /> FOUNDATION PER PLAN ' J � 2-2x6 TOP PIATES PROVIDE VAPOR BARRIER OVER
<br /> accordance with Table M1507.3.3(1). TYP � ; �+ �� ' STRAP PER PLAN � � � WARM SIDE OF INSULATION @ RIM. `
<br /> � , LAP SPLICES 48' W 8 16d
<br /> Exception: The whole-house mechanical ventilation system is permitted ___ __________________________________________________ �____________ ________________________________________ __�-- �----� �� i LOCATE UNDER . 3 4" APA RATED T&G CD INT ' (HERE AND � GARAGE TO HOUSE)
<br /> to o erate intermittentl where the s stem has controls that enable � - � PONY WALL CONSTRUCTIQN. � NON COMB. FIRESTOP -
<br /> p y y ,_ _________ -------------------- �-_-,______ �----_____________________________________ , ,�..__----- ,� STRAP LOCATION 2x6 MATCH ABOVE � 16' O.C. W EXT. GLUE, NAIL W/lOd FIRMLY SECURED 6x10 OR 4x10 #2 D.F. NDR.
<br /> - ----------------------------------------------- �----- �---
<br /> operation for not less than 25-percent of each 4-hour segment and the �------------- - -- '; `� �� ABOVE SHEARWALL SPECIFICATIONS 6/O.C. � EDGES & SOLID BLK'G UNLESS NOTED
<br /> ventilation rate prescribed in Table M1507.3.3(1) is multiplied by the factor MIN. FOOTING SIZE UNDER SLAB IS 12"x12" A TURNED DOWN SLAB SHALI BE PERMITTED AT DOOR OPENINGS � ; o FROM SHEARWALL ABOVE 10�� O.C. IN FIELD 4x10 W� 2" FOAM BOARD 5/8�� T-1-11 PLYWD OR
<br /> determined in accordance with Table M1507.3.3(2�. MIN FOUNDATIN REBAR (2)#4 AT TOP AND BOTTOM OF FOOTINGS, LAP BARS 15° MIN. � i 1�2 CDX PLYWOOD SHTG
<br /> FLOOR JSTS PER PLAN 2x RIM JOIST W/ 1 LAYER 1/2" G.W.B. OR 7/16" O.S.B., NAIL 8d
<br /> PFH - PORTAL FRAME WITH HOLD-DOWNS NOTE� �-� �'� 5,8�� TYPE �X� �WB EA SIDE z
<br /> TABLE M1507.3.3(1) � � y o 6° O.C. EDGE, 12 IN FIELD
<br /> CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS IF FOOTING IS�POURED SEPERATELY ` a 2x6 #2 H.F. STUDS � 16" O.C. (24" O.C. STUDS 6" W FIELD)
<br /> SCALE: 3 1/2" G.W.B. � � > SHEARWALL CRITERIA PRESIDES)
<br /> DWELLING UNIT NUMBER OF BEDROOMS FI G U R E R 6 02. 10.6.2 �8��=1�-0�� PROVIDE #4 REBAR VERTS C� 48" = w OR 24° O.C. STACK FRAME �
<br /> STEM WALL �`�� � w STRUCT. MEMBERS TO BE
<br /> O.C. MAX. WITH STD. HOOK PER Z-2x4 TOP PLATES ����%���``�'�>� 2 HEM FIR OR BETTER 2x6 BASE PL. W 16d � 16" O.C.
<br /> FLOOR AREA 0-1 2-3 4-5 6-7 > � PER PLAN �6',�:� w
<br /> 1 LAYER TYPE 'X' �s �a
<br /> s uare feet DRAWING. EXTEND TO 3" CLR LAP SPLICES 48" �' � •� �' �`� � # � �
<br /> � 9 ) Airflow in CFM 6" MIN FIN GRADE ��� � 5�8" G.W.B. � '`� ''+�� �• `" TO JST & 2-16d EA STUD ''
<br /> TABLE R602.10.5 FROM BOT OF FTG, ROTATE HORIZ - " e? ��`�°'
<br /> < 1,500 30 45 60 75 90 INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS°'� -�� �-i BOTH SIDES � �3-16d EA JST
<br /> t,501-3,000 45 so 75 90 1os EXTENSION PARALLEL TO WALL ii iii_ � ) ;�� ,�, 2x RIMJOIST W
<br /> FOR PROPER CONCRETE COVER. ��-� R-11 INSULATION: ONE SIDE ONLY & SLANT NAII RIM TO PLATE
<br /> METHOD MINIMUM LENGTH ill= 3 4 APA RATED T&G CD INT
<br /> 3,001-4,500 60 75 90 105 120 (Inches) CONTRIBUTING ,�z 1 NAIL TO FREE EDGE OF i � W 16d 0 6° O.C. TYP '
<br /> Q_ r� W EXT. GLUE, NAIL W/l Od �
<br /> (See Table R602.10.4) a e1 LENGTH (inches) g� 4"4 FTG STUD OR PROVIDE 4 MIL ,�
<br /> 4,501-6.000 7s sa 105 i2o �35 DRAIN IN FOOTING VAPOR BARRIER. � .��� 6 O.C. � EDGES & SOIID BLK'G LAP SHEATH'G FOR SHEAR TRANSFER
<br /> 8 feet' 9 feet 10 feet 11 feet 12 eet 10° O.C. IN FIELD
<br /> s,00i-�,5oo so �05 i2o 135 �5o PFH SUPPORTING ROOF ONLY 16 is is �s° 20� aa �2 M NIMUMW/ �`� GRAVEL POCKET PER PLAN o � . 2x4 PRESS. TRT'D SILI. PLATE
<br /> > 7,500 100 120 135 150 165 SUPPORTING ONE STORY c c �_- �' � SEE REBAR REQUIREMENTS '
<br /> 2a 2a 2a 27 29 aa HORIZONTAL ��_��� � 2x4 2 H.f.STUDS C� 16" O.C. �',� SOLID BLK FLOOR JSTS PER PLAN
<br /> For SI: t square foot = 0.0929 m2, t cubic foot per minute = 0.0004719 m3 s. AND ROOF k- • ��T_�i > #„ 1" AIR SPACE �" �`�` SHEARWALL CRITERIA PRESIDES "
<br /> EXTENSION T� w OR 24 O.C. STACK FRAME �°`� �� � SUPPORTS DBL UNDER PARALLEL PART. ( )
<br /> c. maximum header height for PFH is 10 feet in acordance with fig. r602.10.6.2. but wail height shall be permitted � BETWEEN STUDS TYP
<br /> TABLE M1507.3.3(2) w STRUCT. MEMBERS TO BE 18" MIN. CLEARANCE R-30 INSULATION U.N.O.
<br /> to be increased to 12 feet with pony wa��. STD. HOOK III-T-J1 , " "
<br /> INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RA7E FACTORS � ' �'���� w #2 HEM/FIR OR BETTER 12" MIN UNDER BEAMS INSUL PLUMBING & MECH. � � GRADE: SLOPE AWAY
<br /> BEARING � z FROM FOUNDATION
<br /> RUN-TIME PERCENTAGE IN EACH 4-HQUR �b INTERMITTENT BRACING METHODS TABLE R602.10.4 3' cL - soi� � � ��- �
<br /> SEGMENT 25� 33� 50� 66� �5� ioo� *SEE REBAR REQUIREMENTS (LEFT BOT. CORNER) �� _� � p 1/4° PER FOOT
<br /> Factora 4 3 2 �.5 �.3 t.o METHOD MATERIAL MINIMUM THICKNESS FIGURE CONNECTION CRITERIA 3/4" APA RATED T&G CD INT ,_ NON COMB. FIRESTOP a
<br /> TYP I C A L P 0 N Y WA L L FIRMLY SECURED INT. GRADE � � � ROOF DRAIN-4" TIGHTLINE
<br /> a. For ventilation system run time values between those given, the factors are permitted to be determined by interpolation. FOR EXTERIOR SHEATHING SEE TABLE R602.3 3 W�EXT. GLUE, NAIL W�IOd 6 MIL BLACK POLY BARRIER SEP FROM FTG DRAIN
<br /> b. Extra olation be ond the table is rohibited, 3�8" OR 6 O.C. Q EDGES & SOLID BLK'G _
<br /> P Y P
<br /> WSP WOOD STRUCTURAL PANEL 7/16" ON 16" O.C. 8d 0 6" O.C. EDGES, 12" O.C. FIELD WHERE APPLICABLE
<br /> LAP12" MIN & UPFWT 4" 4"
<br /> FOR INTERIOR SHEATHING SEE TABLE R602.3(1) SCALE: N ON E 10" O.C. IN FIELD � _ / 0 SILL 1'-3' 4" DIA PERF PIPE IN WASHED �
<br /> (SEE SECTION R604) 7/16" ON 24° O.C. 8d @ 6° O.C. EDGFS, 12" O.C. FIELD FLOOR JSTS PER PLAN
<br /> ADDITIONAL WSEC NOTES: GRAVE�. CONNECT To
<br /> 1. 75% OF ALL INSTALLED LIGHTING IS TO BE HIGH-EFFICIENCY. 0.092° 4, 0.225" NEAD NAILS WITH 2x RIM JOIST W 16d � 12" O.C. TONAILED,' � TW� S TO R Y S E C TI 0 N APPROVED DISCHARGE
<br /> 2. A PROGRAMMABLE THERMOSTAT MUST BE INSTALLED. HPS HARDBOARD PANEL SIDING 7/16" �� LENGTH TO ACCOMMODATE 1 1�2" 2-2x4 PLATES �' � � ,> > » '
<br /> MAX. 16" O.C. STUDS PENETRATION INTO STUDS � 4' SPACING REBAR REQUREMENTS ° � /2° A.B � 48° O.C. & W/IN WHERE APPLICABLE SCALE: 3/� = 1 - 0
<br /> 3. A DUCT SEALING AFFIDAVIT MUST BE SUPPLIED (WHERE APPLICABLE) I--I {.-.-I @ EDGES, 8" O.C. FIELD SPACING PER TABLE R404.1.2(2) MODIFIED � � . � 12 OF SILL END, EMBED 7 MIN R404.1.4.2
<br /> 4. DOOR BLOWER TESTING IS REQUIRED (PER 502.4.5) MAX WALL MAX UNBALANCED MINIMUM VERT REINFORCEMENT SIZE/SPACING 8x10 CONT. CONC, FTG 4 ' 8" WALL W/2 CONT #4 REBAR 3. MINIMUM THICKNESS FOR PLAIN CONCRETE FOUNDATION
<br /> 5. AN ENERGY CODE COMPLINACE CERTIFICATE IS TO BE POSTED ABW ALTERNATE BRACED WALI 3/8" SEE SECTION R602.10.6.1 HEIGHT BACKFILL HEIGHT FOR 6-8 INCH WALLS - ALL SOIL CLASSES W/3 CONT #4 REBAR \, �o � .� 6 MIL BLACK POLY BARRIER WALLS SHALL BE 7.5 INCHES (191 MM) EXCEPT THAT 6 DUPLEX/ �
<br /> WITHIN 3 FEET OF TH� ELECTRICAL PANEL (PER 105.4) #4 � 48" O.C. - GRADE 60 �, INCHES (152 MM) IS PERMIT7ED WHERE THE MAXIMUM TWO STORY 2X6
<br /> ALSO: 6 4 �4 C� 30° O.C. - GRADE 40 "� WALL HEIGHT IS 4 FEET, 6 INCHES (1372 MM). 2O�5 �.R.C.
<br /> 1. AN INSULATION CERTIFICATE IS REQUIRED FROM THE INSTALLER. HORIZ REBAR - (2) �4 W FTGS, t BAR W/IN 12" OF TOP OF WALL P A R TY WA L L S E C TI 0 N R404.1.5.2 CONCRETE WALL THICKNESS. THE THICKNESS OF
<br /> 2. NON-FULL WIDTH HEADERS ARE TO BE INSULATED TO FULL DEPTH. PFH INTERMITTENT PORTAL FRAME 3�8" SEE SECTION R602.10.6.3 NOTE: 6" WALL MAX HEIGHT 4-6 „ , „ CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR GREATER 2015 W.S.E.C.
<br /> 3. NO HEATINC�COOLING STACKS IN EXTERIOR WALL CAVITIES. NOTE: SOME JURISDICTIONS ALLOW 1 BAR HORIZONTALLY IF WALL IS 24" TALL. WHERE APPLICABLE SCALE: 3/8 = 1 - 0 THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE.
<br /> 4. HEATING/COOLING DUCTS IN FLOOR/WALL/CEILING AREAS MAY NOT NOTE: ALL A.B. WASHERS TO BE 3��X3��x1 /4�� �� �ap������ FAWN CREEK DESIGN OF
<br /> DISPLACE REQUIRED INSULATION. ���� ��� ������ Tonasket, WA
<br /> 5. RETURN AIR MUST BE DUCTED, (NON-DUCTED JOIST BAYS NOT ALLOWED). �������.� 509-486-1988
<br />
|