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Permi�#: C16Q6-018
<br /> Site�\ddress: 6603 HIGHLAND QR
<br /> DESIGN CRITERIA: WOOD FRAMING: r l.��R �'�;S & H O L�Do Y 1��� Sim te ti�atlnc SysR�m slz�:Washin�tnn�tat� awnEr: JACOBS DUANE �
<br /> Thi�hgaGr2��vst�m�izina cafcuJator is b�ssd on tne Prescrintiv�ft�a�lirements�f�hE 2012 Y'lashinflton a!ate Enera�r Code t'Na^�C]and ACGA T���Jj�= [Ten Namel
<br /> Manuals,l arul S.7his calculat4r�vJi calc�late hea6na t�a�s cral�i.A�CA orocedurea for aiinaa�Gno gvstems should he used 3�d��Armina coolina App.�ate: 6J16/2Q16 '
<br /> • STRUCTURAL SYSTEMS PR�SENTED IN THESE PLANS h�AVE BEEN DESIGNED TO MEET THE ALL GR�DES SHALL CONFORM TO "V1�NPA GRADING RULES FO(�WESTERN LUMBER, LAT�ST ANCHOR ioa�s. Pro �sed Use: NEW QETACHED SFR
<br /> MARK STRAP NAILING HOLDDOWN STUD ANCHORAGE The gJa2iny(�vin�v,v)and d�r porflon of this caJculatflr as5rms�ih�instailgd yfazing and�ar pro[f�icts have an a[ea vrei��n:ed aveeage U-tact�r af R
<br /> REQUIREMENTS OF THE 2012 EDITION dF THE INTERfvATIONAL BUILDING CODE& EDITION" BOLTS 0.34. Thairecor orat�lin�ul�Ganre uiremenisaralheminimum r�scri ti•re amountss
<br /> P a p P ���r���y�t�a 2at2�r�s=�_ DescriRtion: NEW SFR
<br /> INT�RNATIONAL RESIDENTIAL CODE. - Plsase fi11 Qut al!ot ths grean drop-dfl�ans and hox��that ars a�plic�b;a ta yns�r praject.As y�st maite sele�tmna in�ne drap-dn�,vrxs tar eaeh se�fl�n, ��
<br /> BEAMS (4X AND GREATER) DF#1 OR BET7ER STHD10 STFjD10 (28} 16Q N�A some vatues wiU he calculated(�r yoU.It yn�do not sa�tho�otsctiun you nged in fi��drop-ettrNn n�tions,plaase caU the�NSU�nargy Exfgn�ian ���
<br /> POSTS DF#1 OR BETTER STMD10RJ SINKER Programat(360)958-2�342(Qrasaistancs. R2VI2W2� Bv: ��t�: ����
<br /> QESIGN LOADS: � �
<br /> STUDS HF#2/STUD � p.�i��t�r�m,�ao� �nta�t�on,�ers„� '�OfFice�et �ok�Site Set Fire/Pianning Set
<br /> LATERAL SEISMIC LOADS: ANALYSIS METHOD: SIMRL�FIED PROCEDURE ALL OTHER LUMBER HF#2 OR BETTER �4nr�:�?�-� _-� � pf�u��ausrnttn-_-:> �' T
<br /> IE= 1.00, SEISMIC USE I, SITE CLASS D, t;
<br /> � z ��� �t � ;����, ��:r�ss�i -� �� �
<br /> GLUE LAMINATED TIMBER: � '` �° � �� '" � ���-�"' �� �
<br /> SEISMIC DESIGN CATEGQRY D 1) LOCATE HOLDOWN AT EACH END OF SHEARWALL Heatinta 5vstarr►Tvtas• t,��.����� �+tie�taump �
<br /> L1GHT FRAME BEARING WqLL w/WOOD PANEL: R=6.5&Cs= 0.13 2) CRIPPLE WALL GONSTRUCT SAME AS S.V�/.ABOVE � �
<br /> Ss- 125 &S� = 0.40 (PER 2002 USGS MAP w/LAT. & LON.) MEMBER USE SPAN TYPE SPECIES COMB. SYMBOL Fbx+ Fbx- 3) EXTEND FOUNDATION AS REQ'D. FOR H.D.A.B. EMBEDMENT 7nssadetai;ed�5druclionshuaach 3aclion,plac�yourcursarondne ssord•�n3!n�t�c�ns�'.
<br /> Sos- 0.83 &S�� - 0.43, DES fle�lan Te►nusrak�rz
<br /> - - IGN BASE SHEAR=5.86 k 4) THREADED ROD AND COUPLER AS REQUIRED , ,.., w ,
<br /> BEAM SIMPLE DF/DF 24F V4 2400 PSI 1850 PSI - 11 '":`°°`°""� 3 - --- p9;ic�n rempecature Distarenca i,�T� �� �--
<br /> BEAM CANTILEVER QF/DF 24F V$ 2400 PSI 2400 P$I ' �ef�,r:t,�atr�n,c3 ��.; �r-r��:a.t�w,�tl��_�,�:de..-=.�,r� Q
<br /> LATERAL WIND LOADS: WIND SPEED: 110 mph, EXROSURE B, GCP� = t0.18, KZc= 1.00 l ' �" �� � � �� ' �� '
<br /> � Area of Bulicfi�is� .
<br /> ALL EXTERIOR DECK FRAMING AND WOOD MEMBERS IN CONTACT WITH CONCRETE OR ` �ondifioised Floa�s�rea �
<br /> NOTE ���'-f��«�n�- CondGonad F(.�or Area(sq ft) 2.�&9; �
<br /> VERTICAL LOADS: ROOF LOADS FLOOR �OADS MASONRY SHALL BE PRESSURE TREATED. FASTENERS FOR PRESERVATIVE-TREATED W(OOD �
<br /> (WITH THE EXCEPTION OF STEEL BOLTS ONE-HALF-WCH DIAMETER OR GREATER) SHALL BE FOR MONOPOUR CONSTRUCTION: IN LIEU UF THE REINFORCING SHOWN,THE FOUNDATION �
<br /> Avera�}e C�ilin9 Height Cfltt�ti9ned Vafume
<br /> MAY BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONSAS�UTLINED IN THE 2012 �=�«uE��«=�� Avsrage�eilingHe;�fit(ftj 8,0 t�,trz
<br /> DEAD LOAD 15 PSF 10 RSF OF HOT-DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE QR �
<br /> COPPER. 1NHEN USING STAWLESS STEEL OR HOT-DIPPED GALVANIZED CONNECTORS,THE �RC, SECTION R404.1.4 & R403.1.3.1. THES� PROVISIONS OUTLINE THE REQUIREMENTS FOR _ �
<br /> LIVE LOAD N/A 40 PS . c3lazinct nn�i danrs u F��tor x �usa - �A
<br /> F PLAIN CONCRETE FOUNDATION WALLS LO�ATED IN SEISMIC DESIGN CATEGORIES D0, D1 &D2. ,� ,,,,�.�_t�,t,� �.3� ���., 7Q.�a
<br /> SNOW LOAD 25 PSF N/ CONNEGTORS AND FASTENERS SHQULD BE MADE OF THE SAI�IE MATERIAL: FOLLOW 0 � �
<br /> +� AS A RECAP OF THE CODE THE FOUNDATIQN SHALL COMPLY WITH THE FOLLOWING
<br /> MANUF/jCTORERS RECOMMENDATIONS FOR CORROSION PRQTECTION WHEN STEEL Insulaiton � �
<br /> HANGEFZS AND CONNECTORS ARE USED. �ti� � u-�actoe X area y �tFi °O 00 E-.
<br /> SOIL AND FOUNDATION: 1. WALL HEIG�iT SHALL NOT EXCEED 8 FT. ,��,,,.,,4„5 �, - z; : � � w
<br /> 2, UNBALANCED BACKFILL HEIGHT SHALL NOT EXCEED 4 FT. `�" ' `� �.�� �.�� : $z.�� M M Z
<br /> D E S I G N V A L U E S: ALL DOOR AND WINDOW HEADERS NOT SPECIFICALLY CALL�q OUT ON THE PLANS SHqLL BE ` .`rc �` ` �.'Y ` � -�-,ui
<br /> (2) 2X8 DF#2 WITH ONE CRIPPLE AND ONE STUD FOR OPENIfyGS 6'-0"OR LESS AND TWO, 3. M I N I M U M R�I N F O R C E M E N T F O R P L A I N C O N C R E T E F O U N D A T I O N W A L L S H A L L C O N S I S T S L i g l e R a�t�e o r J o�s t��a u l t a s i��t u n g� U.�ac tor t ue� �t a N N c/�
<br /> OF ONE NO. 4 HORIZONTAL BAR LOCf�TED IN THE UPPER 12 IN�CMES OF OF THE WALL '""'°`"'" ,rt�v�i�: f�= Nose��ction � �' �' U
<br /> N DE.ALL COLUMNS NOT `,�:�.�.. ., , .. . . . ,� . _. ,:��� ��� .
<br /> CRIPPL�AND ONE STUD FOR OPENI GS MORE THAT 6'-0"WI
<br /> ALLOWABLE BEARING: 2000 PSF 4. MINIMUM THICKNESS FOR PLAIN CON�RETE FOUNDATION WALL SHALL BE 7.5 INCHES
<br /> SPECIFICALLY CALLED OUT ON THE PLArlS SHALL BE (2) 2x(11/,ATCH WALL STUDS) HF#2 NAILED atao•re�ractortalls rst4ar.��:� t�.��etnr t�rea ust J
<br /> COEFFICIENT OF FRICTION: 0.35 EXCEPT THAT 6 INCHES IS PERMITT�p WHEN THE MAXIMUM HEIGHT IS 4 FT, 6 INCHES. ,,,�,,���,,,,, �, -�-- u Z �.
<br /> TOGETHER PER STRUCTURAL NOTES. ,fRs� �` p-4�� - �•�� ��i�$`� O X Q
<br /> ACTIVE PRESSURE: 35 PCF (UNRESTRAINED) 5. PER R403.1.3,1: FOUNDATIONS WITH�TEM WALLS $HALL HAVE INSTALLED A MINIMUM OF � <,�. . ._.�_. �,..,._ �- � Q �
<br /> 60 PCF (RESTRAWED) ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL AND ONE NO.4 BAR Fiao« u.F�,�E�F a.e� �,� n- � W
<br /> SPIKE LAMINATE 2x4 COLUMNS TOGETHER WITH 16d @ 9" O.C. STAGGERED. LAMINATE 2x� t, �`-. `� o.a,,� 2,��': , 49.5�
<br /> , in-trurt[ur� s.;.
<br /> P A S S I V E P R E S S U R E: 3 0 0 P C F L O C A T E D 3'W C H E S T O 4 I N C H E S F R p r l l T H E B O T T O M O F T H E F O O T I N G. ' - ��u.w ��� 0
<br /> COLUM I�S TOGETHER WITH (2) OFFSET ROWS OF 16d NAILS @ 9"O.C. DRIVE ADJACEN7 N Q�ILS � �.. .. .._. :,�_.� .���. �,_ -
<br /> _
<br /> ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACl`ED FILL AT LEAST 18" FROM OPPOSITE SIDES UF THE COLUMN. EACH INDIVIDUAL STUD SHALL BE ATTACHED Tp Belo•n�����w�u�.ct�QAQu.��, u.f����p a,e� uk
<br /> BELOW FINISHED GRADE. THE ADJACENT STUD. T��[�ft402."J.1 Foo4�i�tes ' �"`-«°����319 r -�" ' t�o s��ection ` --- /� �
<br /> � .; i a'CL(4'Id�b ��• I'�s.:, � V �
<br /> Far�I:�f44t.-30�.�tll�tl,r_I.=r_fltlLiflU47Us insula�i�n,in�.=ini�rrnedi�ie irarning. n .�. _ __._ . ...�_ ..:- .. . ,._ � Z N
<br /> PROVIDE DOUBLE TOP PLATES AT A�L WALLS AND STAGGER SPLICES A MINIMUM OF 48". a � �lab Belo�r�Grada rsroc�Qu�e n F_�aeior �a���th uA - �
<br /> ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. COMPACTED FILL SHALL - , R-�alr��s are minimurns.�i-��ctors and��i�C are n�aximums.WtZen in��iaiian is insiall2d in a cavity u�hich is �=,1«�<«3i7G � , - -;��, M�;�i�uo� 0 _- J �j °'
<br /> ,aact<or:d¢rormg , ,�;.
<br /> BE FREE OF ORGANIC MAT�RIAL AND DEBRIS. FILL SF�ALL BE PLACED IN A MAXII�IUM OF 8 INCH ATTACH BOTTOM PLATE TO WOOD FRAMWG BELOW WITH 1Fd @ 12' O.C. OR BOLT TO , . r �� .�_ :.� �.,. ., w.,R._ . .�; , .,. _,: Q � � �
<br /> �� �� less than ihe label4r d2sign thi�kn�ss c�f the insulation,[he sompres�a_d r�-��alue ai tne insulai�nn rrom
<br /> LIFTS AND COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DENSITY AS DETERMINED BY CONCRETE WITH 1/2" DIAMETER AN�NOR BOLTS @ 48 O.C. �IUIBEDDED 7 MIN, UNLESS NIJTED Slab on Grade czce��u.e» F.•Faetor Lens�tl� ue1 " � � cn
<br /> OTHERV�IISE IN PLAN OR SHEARWALI. SCHEDULE. Appen�ix T�bC?A"���.4 shall not be(ess than ihe R-value�pecified in ihe ia61e. �=�=s.u�«�3�5 E�) -� 3i ��;$j�{;fl� � __ � W W J
<br /> A$TM D-1557. e .. .. ��. -t,^��'' _. .�,._ _ _ ..._ ..,T.�'. ' W > �
<br /> The iene'irauon U-f�c�ar column�xclutiies.skylighcs.7ha�HI��'r+nlumn appliQ�to ail gla��d�en?s�racion. I- U z O -
<br /> NON-BEARING WALLS MUST BE HELD AWAY FROM TRUSS BOTTOM CHORDS WITH AN Loeaiio►�oi S7utts fn � - � cv >
<br /> CONCRETE: Fxc�ption.}kyiights may be exci�tded fr�am gla?ed fznesirasion SN�C rec�uirQments in Clim�iQ Z�n��� - � � __ _.._�� �.____:�_,. Q„�t�e�xay$ea�frete,�{ � Q � C� � � } �
<br /> APPROVEp FASTENER TO INSURE THAT THE TRUSS DOES NOT BEAR ON THE WALL. e �"�""-"""
<br /> �hrough 3+,vh�re the �t�fG�for s�ch sk��ligh'ss�IQes fz4"t�xc�e�4.30. �.; �������:n���y� •�_ i.�q W O I- Z N � �
<br /> � _ . .. � �_. . . , ���w � Z ¢ ..
<br /> .
<br /> CONCRETE SHALL BE OF TH� FOLLOWING 28 DAY TEST STRENGTH AND MIX: CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STR Q(�G TIE COMPANY, INC., OR {����������•�'7�"t�►7�aC1S R-!�I!'�fitlt1U4U5 ItIS�JI3L'Iflil fl17 L{�£'�XC2PiDC QF t�2'�YaII,or R-'�5 an ihe c��ntinu44�s `-' � �
<br /> �ui�f of UA 370.?9
<br /> APPROVEp EQUIVALENT. CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS insufation c�n�he inz��i�r ofi ihe walt,ar R-2:t ca+ei'ty in�ulaiir�n pCua a thermal braak betavean th��iab anci tne
<br /> 1} F'c= 3000 PSI ,,, „ CIiYBIO[14 H9�E L09S) i$.t=� �i�rka�r 6-8-16
<br /> SPECIFIG,�TIONS WITH ALL HOLES IN HANGERS TO BE NAILEp. ��s�m?ni walt ai�h�ir�t?rior ai thp basQrnQn't�rf�ll. 10�15j21.-�T�3 shalt be permitied t�be m�t v�l'th ft-1� F;�u�g�. :�:�,�,��X�r
<br /> 2) MAXIMUMSLUMP=4" . , . . . . . . �r�.ga�,�g���t�.�a� ��,�5a �wr�t��,r
<br /> cavity�n�ulatian on ihe intert�r 4r ih�ba��m�nt v��alf plus K-5 c�n'tin�ou��nsula'tion an tne�ntertor ar
<br /> 3) MAX WATER/CEMENT RP�T�O = 0.53; 6 GALLONS PEFZ SACK :- �f�x a.�x,�rx.o�e C
<br /> 4) MINIMUM ENTRAINED AIR GONTENT SHALL BE 4%t 1% SOLID BLOCKING OF 2" NOMINAL THICKNESS OR GREATER SHALL BE PROVIDED AT ENDS AND _ . _ . .. �
<br /> � � �� �Xt2Ti�t 4f L�1�'�J3II."�����u ftlt�CiS I�-����El[I►lll{3t,�5 Ii�S!l���[IflCI�JIl t}7P If1LPfifJf flf�'XCE'(tf3t'9(th�f14C[12�1'R- aba.�r�d� Buil�[ing€S�sit�r 1-3aat Load 28.3£t4 BtulHo!�r •S C+`q �
<br /> AT ALL SUPPORTS OF JOISTS AND RAFTER. INSTALL BLOCKING OR BRIDGING AT 8-0 O:C, FOR a, ,, �-°w�� a;cr;,,tilc@+=„�@r.f,ar�,rc�3 ,���? F��'�Hi�,c d
<br /> 5 WCORPORATE NO CALCIIJM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLQY MATERIALS ' ' i3 caviT� insuiacior�at ihe in'terior o€tf�e basemer�t��uafl. 7� means�h�rmal break bei�.v�en fCo�r sCab and �„� �- • ^�=:�_y�,�
<br /> � FLOOR JOISTS AND 10'-0"O.C. FOR RAFTERS. PROVIDE SQU,�S!-1 BLOCKING NEXT TO RIM JOIST � �r� ` ` $uildi��y and�uef H�at Lvad 3t.t3o �w��our �;' P ; To��'�
<br /> ARE EMBEDDED. UNDER ALL PERIMETER POSTS AND COLUMNS CONSISTING OF A DOUBLE STUD OR GR�ATER, ���a��f7�'+'1a�C. '� ��r��w��«�:��:��'=�,��:�'�,��x'-1� �` �
<br /> BLOCKING TO MATCH THE AREA OF THE MEMBER ABOVE. UNLESS OTHERWISE SPECIFIED, `� �,�f5r��,;�`��,n�.�,�a���„x.��"xt r" �
<br /> �-1fJ cantinuous in�utation 9s requirQti und2r�7�a'tecE slab on,gra�te ilo�rs.�e2��'�2.�,9.1. rn�i��,u,r�N$�c���f ,
<br /> DE61GN F'c= 2500 PSI WITH F'c= 3000 PSI SPECIFIED FOR WEATHERING PER IBC TABLE 1904.2. � � p�9ai�i 4ufpui =�s,�a� aw1�o�
<br /> PROVIDE AN EQUIVALENT COLUMN OR SOLID BLOCKING TO$IJPPORT OR FLOOR BELOW AT � ��.��������:�xf..�,yk,���:-�,,,;,_� �, �
<br /> �}l21'c`ti�f�Fl0�5�-���f�Ctll��'E1Tl8Ff�5 1[7��1L 1V��f�►lE Z(3t72. alz,��,,,�r�,-rr�ycns9xr.s�.��;-��r�s�, �� 38799 �'
<br /> NQN-SHRINK 4000 PSI NON-SHRINK GROUT SHALL BE USED FOR ALL COLUMN B/�S� PLATES. ALL COLU�VIN LOCATIONS. � kF tio w
<br /> f Basernen��uafl ins�laiion is n�t r�quirec!in warm-n€�mid f�acat�ons as�ieiined by��gur�R30�.1 and Tabfe �`�IONAL E���� .
<br /> PROVIDE CONSTRUCTION JOINTS AT A MINIMUM OF 20'-0"TO MINIMIZE THE EFF�CTS OF PROVIDE pOUBLE JOIST UNDER ALL INTERIORS WALLS THAT RUN PARALLEL TO JOIST R�C11.1. Prescri�#f�r� EnQrt�y�ode Carn�llance€¢r All �ilmat�Zc�n�s In�At�shtns�Et��
<br /> CONCRETE SHRINKAGE DURING CURING. CONCRETE SHALL BE PROTECTED DURING CURING ORIENTATION. � ?rajectlnlormn6on G�n1�et/nfQ�mahon
<br /> �e521'YQL�. >._ .
<br /> n . �. , . . .. , . � .. . r . . , u - � u . �!f��,��������� <<� � "' . , .�:A.. s' �1�'..d�.�{�,x.,�'i�,r�1�� .. ,z �._ , ,.... .
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<br /> TQ MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION. �ira�v�ls��i��av�ty�nsulaci�n,seeflnJ�s c4nt�n�4us insulac�Qn or in���laced sid�ng,��r ��.�5 mea�s t�-13 � ,}.,., , y,. � ; y _ ,
<br /> _�l���l{,Rr1 _> �, _ ;�^ ;�'��8�� ��5�,.: _, � `'
<br /> ; ;::,:
<br /> Aa+.�ity ir��uEa"ti�n plus R-5 r_on"tint��u�insuEation�r ins+r(�tett siding.If s�ruc�ural sheaihing eavers 4�perc�nt r-... :. . ,
<br /> I ES SHALL NOT BE EMBED ED IN STRUCTURAL CON RETE UNLESS SPECIFICA LY T'l(P1C�AL NAIL�NG SCH EDU LE , „ , _!�ar.�1t,;V+fA ;�t, . � � � ' ;
<br /> P P D C l. or less ai the zxteriar,cnn�mu���tnsulatir�n r�-vatue shall�ae p�rrr�i�t�d i�Fi�reducQtl by nr�mor�tF�an�-3 in , �
<br /> _. ;.:. � „ �_..� , < <�� t ..:-
<br /> APPROVED BY THE DESIGN ENGINEER, WITH THE EXGEPTION OF ELECTRICAL CONDUIT. � - . . . . . . . 7�ils pr�ject wiu�tS@�Ei2 YEf�t1I1'�tt1+�t{��S)f IH�PI£.'�,Cf��}�IV4'P�t�t�£Ifi1N 3t1iI{iiG4�'}3GY��E��1�
<br /> _ th�loca'ti��s jrrher�s'tru�tur�l sheaihin�is�s��3 to rnain�ain a t�ns�s�en�t�ial sheathing ihi��tn�ss. �•
<br /> {}►e�tr[rtilrtyurti values![atetl.In�s[zlit@crxs,�raseri titt f}ie�ize of t)ie��dt10EllP8�it�e a�r}irupxi�t�
<br /> REINFORCING STEEL: TYPICAL CONNECTION TYPE gTEN R�S FASTENER LOCATION �'�he spconti�t-�eatu2 applias���hen m�re tnan haff�he insul�'tian is on tna interior o�the ma�s v�alL r�utsil��r ot arlslitIa�ial eraelit�aee et�e�keei as e}icse��t�y ii�e�ermit aN}�Ilc�rryt.
<br /> � �F�r sin�[e raie�r-orj ais"t-t�aulte�!�?illn�s,t�e ins�lation rnay!aA re�!!�c�d t�R-��.
<br /> RERAR: GRADE PSI JOIST
<br /> �( ) 8d CQMMON (or) TOENAIL k Ink.(tncermectia't2 framing}deno�es standard framing'��inches�n�ertt�r+�lith hea�ers in�€�laied+�rith a Authorizer�Reprpsentathe �ats
<br /> " � TQ SILL OR GIRDER 3 3"x 0.131" NAILS (STAGG R
<br /> #4 & SMALLER 40 40,000 � ) minim�am�f R-'�(}insulaTian.
<br /> �� i y � i kn s i 3 5 ine are axem �ir�rn'hi insulacion 1��1��7.3�'�lflr�9e-ho�se rne�la�eric�al v�a�talBtaoaa systena. , ' '"` ; Allf�i[rrjat��t�r[�� ;
<br /> #5 & LARGER 60 60,000 4., , _�g�nr�solic!t r7jber valls with a minimu n av+erage th�c es o , hes p � s .. � _ , l � > ,- . ;
<br /> IVlMON (Or) TOENAIL EACH �,Vhole iiouse meciianical ventilatioii systerns sha11 be desi�ied R-lalr�A l!-r�Ct�tt`' •
<br /> BRIDGING TO JOIST. 4 2 3"x 0.1 ' rec�uir2men�. � � '
<br /> 8d C
<br /> a COVER: 31' NAILS END ' A B�n� TLldr�i ��' �t;Cjillr�� �!1 �It�
<br /> � in accordance with Sections 1VI15073.1 tluougli M1�073.7. � �ene�tra6on U-Factor° n!� 0.�4 , �_ ,
<br /> , ; : . , � I o V�rif� Ap�s��v�::rl �3��i��i � ��i �it
<br /> SOLE PLATE TO JOIST
<br /> OR TYPICAL FACE 1`a�[�R4L?2.�.3 Ft�oftY�tte Fs21�07.3.1�ys#e€n�3esign. Each dwell'uig umt or guestroom i �kylight U-Factor , Na �.SD � b
<br /> CAST AGAINST EARTH: 3" 8" O.C. 3"x 0.131�� NAILS a shall be equipped with a ventilation systeni comptyin�witii Gtazed F�ne�tratiory SHGGh'@ nta n1a
<br /> BLOCKWG (WALL) NAIL iyc�nfenestrati+�n U-�actors shall be oEs�ained frorrE measurement,caiculaiion 4r an a tvtset�SQQ�rce�r 2�s Section NI1507.3.4,NI15073.5,M1�07.3.6 or NI1507.3.7.
<br /> ' EXPOSED TO EARTH OR W�ATHER: 2" �� ��'!'�9 4� ti.4'-�
<br /> SI,ABS, WALLS AND JOISTS: 3/4" �pecifi�tl En SeC[!On R�02.�.�. Compliance is also pennitted to Ue demonsh�ated tlu�ough ��Q���r����������,ka �. , a_ �,
<br /> B�AMS AND COLUMN: 1-1/2" TOP PLATE TO STUD, ORSTUD
<br /> TO SOLE PLATE (WALL) 3 3"x 0.131" NAILS END NAIL compliancewith the Inteniational Mechaiucal Code. -1 int 0.0�6 �;���,��,���;�-������� ���� ;��'���
<br /> nn���rr���=v�i��'' z1�aa" o.o�s ���'��`� ��������� �������� ! �.
<br /> 1111�07.3.�Control and op�ratioaa. r�Qr . ��� ���� �
<br /> LAP ALL FIELD SPLICES 30 DIAMETERS UNLESS NOTED OTHERWISE. DOWEL ALL�X7ERIOR 1. Location of controls. Controls for all ventilation ��� ��� ���•�� 4`��+9��PU5�2� �o be �l��ig�l��l
<br /> STUD TO SOLE PLATE(V�IALL) 4 8d CQMMON (or) 3el��r�ra�a+�r��1°•k �or���2i in�rT� o.oa2 "
<br /> PROJECTIONS TO STRUCTURE WITH#4 BARS 12"HOOKED INTO WALL. „ „ TOENAI,L systems shall be readily accessible by the occupant. ���������'�� �`�' �'��`����� �i� ��'�4v�t1g pf�p�Y2L1 b�
<br /> @ 3 x 0.131 NAILS
<br /> ' 2. I�Istructions. Operatulg i�lsfrucfions for wholz-house �tab°R-V�lue�Q�plh 14,2 ft n!a c'�. ��1'�s �1��C152C� S��fUC"�l.IP'd�
<br /> B�ND WALL AND FOOTING BARS 18 AROUND CORNER$, OR USE CORNER BARS. DOUBLE STUDS, OR MULTIPLE „ „ M1507.3.4 Wliole-I�ouse ventilaYioa usin�exhaust fans. ventilation systems shall be providedto the occupant by `Tabte R�02.1_9 and Tabie ftz02.i.3 fooinotey inclu�ed an Page 2. +�J1glt7�Bt'.
<br /> ' 8 O.C. 3"x 0.131 NAILS FACE NAIL This section establishes mulunum presci•iptive requii•ements tlie ulstaller of the system. i J � � ,
<br /> LAI�II MEMBERS Each s��ve�liti�unit Le�,►�s a�is! tw�-iamiiy:iw�itiri�s ancf i�srrr�Nos��ev,as c3�firi�e€�t►�Sz�kioiti 1�1.�srf ttY� ��Q��N :YAI�K�, r��A� t��l��s���
<br /> W�LDED WIRE MESH SHALL GONFORM WITH ASTM A185 AND SNALL BE 6x6 W1.4x9.4 UNLESS for whole-house ventilation systems using exhaust fans. A 3. Local e�haust systems. Local exhaust sysfems shall be ,�i
<br /> system which meets all the requu�ements of this section shall lnternafior�at Re�ldzniial C�c1e shaii eorn�iy xtlti�su[fieIsn�v�t[c�r��fr�ir�t 7�E�te R445,��o a�t�aetti�v�th� OTHER E �UIP�t�NY OR APPURTENANC��
<br /> NUTED OTHERWISE. PLACE AT MID-DEPTH OF SLAB AND PROVIDE ONE FULL MESH OVERLAP TYPICAL FACE , controlled by manual switches,dehumidistats,timers, tollowin�Entr�lui4ii��f�u��iber�t eredt�s: MAY�JO` BE L(7CA7�D IP!THE FRbN7 �
<br /> P�T SPLICES.
<br /> DOUBLE TOP PLATES 12" O.C. 3"x 0.131" NAILS be deemed to satisfy the requirements for a whole-house or ofher a ioved means.
<br /> NAIL ventilation system. , pP� � AND SID : S�TBACKS. PROPA�lE TANKS
<br /> 4. Continuous whole-house ventilation systems. Ut.�rrtall Fi'N�IIIii�L[tilt: 0.5�polnts REC�UI�E ADDITInN�I P�RMITS IS5UEa
<br /> MANUFACTURED ROOF TRU SES: BLOCKING BETWEEN JOISTS OR „ 1VI1507.3.4.1 Whole-house bre�ttilation fans. E�iaust faus Continuous whole-house ventilation systems shall ! ►�weiling unit,fe�5 tt�an 1�D0 squar�feet in conditioned itaor area tivi�le�tFsan 300 sc�uare feat of fene�lrafion pY 1'H� I �/�R�T f�fR� �EPAR7�lENT
<br /> S • 3 3"x 0.131 NAILS TOENAIL area. Additions to exi��in �
<br /> RAFTERS TO TOP PLATE provid'u1g whole-house ventilation shall have a flow ratulg at operate continuously. E:chaust fans,forced-an�system g building ihat are fe:��than 7�0.,quare feet of hea��d flr�nr area. ��IOR T' 1 ���Ya�.L.r�`��dN.
<br /> ROOF TRUSSES SHALL BE R�SIGNED BY AN ENGINEER REGISTERED IN THE STATE OF 0.25 uiches water gauge as specified'ui TaUle M15073.3(1}, fans,or su 1 fans shall Ue ec ui ed with fa�l on as ,
<br /> PP Y 1 PP �� �� �2.Prle�tvrr�[?wellir��Unit. 1.�{�olr�t�
<br /> WASHINGTON AND FABRICATED FROM HIS/HER DESIGf�S. THE SNOW LOAD SHALL BE NOTED Manufactui•ers'fan flow ratulgs shall be determined accord'ulg oven•ide controls. Controls shall be capable of Atl dwalling uni�,that are nQf inciudeti in#i or#3,includln�ad�iiiions aver 75t}��uare tP�t
<br /> I�NDER DESIGN LOADS AND VERIFIED PRIOR TO FABRI�ATION. TRUSS DESIGNS SHALL BE RIM JOIST TO TOP PLATE 6" O.C. 3"x 0,131" NAILS TOENAIL to HVI 916 or ANICA 210.
<br /> SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLED FOR IN PLANS. HANDLE AND INSTALL , operating the ventilation systeuz without energizing
<br /> M190�.3.4.2 Fan noise. Whole-hottse fans located 4 feet or other energy-consinnuzg appliances. A label shall be C3.Lar�P Dwetlln�lJnit: 2.5�flin!. �
<br /> IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. „ „ I�AIL ��nrzuing units excee�ling a00D square iaet ot c�ndi�on�d riaor area.
<br /> RAFTER TO TOP PLATE RAFTER SPACING SIMP. H1 CLIP FILL ALL less fi•om the interior�•ille shall have a sone ratuig of'1.0 or affixed to the controls that reads"Whole House
<br /> HOLES PER S�MP. less measured at 0.1 inches watez•gauge. Manufacttuer's noise Ventilation(see operating insttucfions)," 7a�t�R406.2 Sumtn�ry
<br /> SHEATHING: ratin�s shal]be deteimined as per�NI 915(March 2009). I 5. I�ltermittent whole-house ventilation systems. i pp�Qn �eycription ����+{,)
<br /> 16d COMMON (or) Remotely mounted fans shail be acoustically isolated fi•om the I�lteinlittent whole-house ventilation systems shall 1a cfficien}6uitding Envelope, 1 a �.5 [
<br /> JOIST TO RIM (BAND) JOIST 4 FACE NAII� structural elements of the build'uiQ and fi•om attached duct com 1 with the followin 1b �ificienf 6u�iding Envelope 1b 1_0
<br /> 1) WALLS: 7/16"APA RATED SHEATHING, 24/16, EXPOS�IRE, NAIL TO OUTSIDE FACE OF STUDS � 3"x 0.131" NAILS � p y g' �
<br /> WITH 8d NAILS @ 6" O.C.ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID � - - work using insulated flexible duct or other approved material. 5.1. `I`hey shall be capable of operating intei111ittently 9c =ifiicient Building Envelope ic 2.9
<br /> a. COMMO NAILS 6d-2°X 0.113", 8d-2%'X 0.131" 10d- 3"x 0.148° and continuousl 2a Air Leakagl Conirot and�ficienF Veniilation 2a q.5 � �
<br /> N � � ) M1507.3.�1.3 Fan controls. The whole-house ventilation fan Y• �.
<br /> BLOCKING At ALL EDGES UNLESS NOT�D OTHERWISE IN PLAN OR SHEARWALL SCHEDULE.b. FOR ALL CONNECTIO�lS NOT SHOWN, REFER TO IBC 2304.9.1, DETAILS AND SHEAR WAL� �
<br /> 2) ROOF: 7/16"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF SCHEDULE shall meet the requirements of Section M1507.3.2 and 5.� They shall have controls capable of operating the �b Air i eakage�`on�rol and Effici�nt�/�ntilation 2b �1.4 � �
<br /> RAFTERS/TRUSSES WITH 8d NAILS @ 6"O.C.AL� PANEL EDGES AND AT 12"O.C. IN FIELD �
<br /> M1507.3.2.1. exhaust fans,forced-air sysfeui fans,or supply fans 2. Air Leakage ConUol and E#firi�nt�/entilatiori 2c i.5 (� (�
<br /> AND PROVID� SOLID BLO�KING AT ALL EDGES UN4E�SS NOTED OTHERWISE IN PLAN OR iVI1507.3.4.4 Outdoor air inlets. Outdoor air shall be without energizulg other energy-consuming 3a High�ffiCi�nCy HVAG 3a 0.5 � (V
<br /> appliances. 3b High cfficiency HVAG 3b �i_D
<br /> SHEARWALL SCHEDULE. . distributed to each habitable s ace b mdividual outdoor air �= z
<br /> p y 3c Hi h_ifici�nc HVAC 3c 2,4
<br /> 3) FLOORS: 3/4"APA RATED SHEATHING, 24/16, EXPO$URE, NAIL TO OUTSIDE FAC�OF JOISTS inlets. Where autdoor au�supplies are separated fi-om exhaust 5.3. The ventilation rate shall be adjusted accord'uig to � Y . [ �
<br /> S H E A R WA L L S C E D U L E the exce tion in Section 403.8.5.1. �d �i9h=fficisncy HVAC 3d 1.4
<br /> WITH 1 Ud NAILS @ 6" O.G.ALL PANEL EDGES AND AT 12" O.C. IN FI�LD AND PROVIDE SOLID � points by doors,provisions shall be made to ensure au�flow by P �-
<br /> BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. . installation of distribution ducts,undercutting doors, 5.4. The system shall be designed so that it can operate =� �����fi�icfency HVAC�isiribuHon Sys[sm i.0 � � �
<br /> NAILING` SHEAR FLOW NAILING DESIGN installation of�•illes,transoms,or similar means. Doors shall automatically based on the type of control tuner �a =tficiznfYV�ter Hea�ing 0.5 �
<br /> be undercut to z minimum of 1/2 inch above the surface of the installed. 5b cificient P1l�tPr iieating 1.5 � 1,5 �
<br /> G�NEFtAL NOTES: � �
<br /> finish floor covering• 5.�. T`he intermittent mechanical ventilation system r Renewa�ie Flectrie Ener,y 0.5 '�2�4 k�Nh t�.C� �
<br /> DO NOT SCALE bRAWINGS. USE ONLY WRITTE(�1 DIME�ISIONS.THE CONTRACTOR SHALL MARK SHEATHING EDGES � BASE TOE NAIL SfLL PLATE BASE Individual room outdoar air inlets shall: shall operate at least one hour out of every four. T�t�t[ �r�dlfs �i,�� �
<br /> VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT TH SITE. CONFLICTS BETWE M THE CQMMON BLOCKED ��--� PLATE RIM/TOP ANCHOR$** SHEAR �: Have controllable and secure openings; y
<br /> 5.6. The s ste�n shall have a manual control and ;P ea�2 r� 2r io 7a �R4 .2 tor c�rmp ete op�ion�escriptions �
<br /> � � CAPACITY Be sleeved or othez-wise designed so as not to automatic control,such as a 24-hour clock timer.
<br /> DR�4WING AND SITE SHALL ¢E REPORTED TO THE ENGINEER BEFORE PROCEED'NG WITH THE compromise the thermal properties of the wa11 or THIS PLAN WILL USE EFFICIENT WATER HEATWG PER 5B TO OBTAIN 1.5 CREDITS. '
<br /> WORK. � window in which fhey are placed;
<br /> 5.7. At the time of fmal inspection,the automatic
<br /> �;" OSB ad @ o' 3d @ 12" 16d @ 8" 16d @ 5" � �A'B' @ 3. Provide not less than 4 sc�uare inches of net fi�ee area of control slZall be set to operate the whole-house fan: _ _ : ,, � ,„�.,�xi ; ��.; ,
<br /> SW1 48 O.C. & 150 PLF � according to the schedule used to calculate the . �:� . -. �
<br /> REFER TO ARCHITECTURA4 DRAWINGS FOR DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND OfvE SIDE O.C. O.C. O.C. O.C. opening for each habitable space. Any inlet or � �
<br /> ENDS whole-housefansizing. � �.';• (�RADING A(�1D i�RA1NAGE �t�C�l�IO�I�I ���'��#���'� �� Usr� ;
<br /> WINDOW OPENINGS, FINISHES AND OTHER NON-STRUCTURAL ITEMS. combination ofinlets whichprovide 10 cfin at 10 _. - �e ' ' � (� (�
<br /> � ' Pascals are dzeu7ed e urvalent to 4 s uare inches net S,g, A laUel shall Ue affixed to tlle control that reads i ' �����1I� ��'C)'�c� �'e lnclude:
<br /> � "pgg ad @ 4" 3d @ 12" 16d @ 5" SIMP. LTP4 �Z �A•B• @ fi•ee area. � � � "Wlio(e House Ventil�tion(see operating �� provisians sfiall h' rTtwde for the eantrol and drainage �r' surfac� �
<br /> THE CONTRACTOR SHALL PE RESPONSIBLE FOR THE STABILITY OF 7HE STRUCTURE DURWG /; �� .
<br /> „ 32 O.C. $� 350 PLF
<br /> CONSTRUCTION AND SHALL PROVIDE TEMPORARY BFtACING AS REQUIRED UNTIL ALL S� ONE SIDE O.C. O.C. O.C. @ 20 O.C. - instructions). wafer arouncl buildings by: guriars, drain lines, inlets and catch � ����b��� � p
<br /> PERMANENT CONNECTIONS AND STIFFENERS HAVE �EEN INSTALLED. THE CONTFjACTOR ENDS It�lets sna11 ue screened or otheitivise protected fi�om entry by
<br /> • leaves or othei•matei•ial. Outdoor air inlets shall be located so 1�I1�07.3.2.1 Operatie�Q insiructions. I��sfallers shall provide � e� rl��C��; �
<br /> SHALL COORDINATE WITH TH� gUILDING DEPARTMEI�T FOR ALL BUILDING DEPARTMENT � �� A � �om the followin areas: the manufacturer's install�tion,o eratinQ instructions,and� , basins or other nec�ssary drainage structures and shall be iristalled
<br /> REQUIRED INSPECTIONS. � SW3 %o'OSB 8d @ 3" 3�� 12" SIMP. LTP4 SIMP. LTP4 �z � 'B' � as not to talce aii fi � p � � ���������� � ��r����r �
<br /> *�` O E SIDE O.C. O.C. @ 15" O.C. 15" O.C. P ��here �torm waier dis osal cannot b� obtained ��vithoui their use o� GE(�ERAL NOTES
<br /> N 12 O.C. & 450 PLF 1. Closer than 10 feet fi�om an appliance vent outlet, whole-l�ouse ventilation system operation descri tion. p �-
<br /> ENDS unless sti�h vent outlet is 3 feet above the outdoor air I � �����r'���
<br /> 1�/t1907.3.3 I�2ech�nYc�,1 ve��a��fio�' lovideloutdoor air tos acl� `Nh2r2 2rosihall not be bnspallzd in areasfwhere the s il i a�cali: �e�g � SC H EDU LES
<br /> T11E DETA►LS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT ullet. u7eehanical ventilation systeni shall p Dry W211s s
<br /> SH'OWN. * USE COMMON I�lAILS FOR ALL NAl!II`1G. 2. VJllere it tivill picl:up oUjectionable odors,fi�mes or (lavitable space�tt a contuluous rate of not less than that drained and.�or porous.
<br /> ' ** ANCHOR BOLT WASNERS MUST 3E 3"X 3"X 1/4"THICK flatmnaUle vapors. determuied'vi accordance with Table NI1�07.3.3(1). ,
<br /> PREFABRICATEb ITEMS TO BE HANDLED AND INSTALL.ED PER MANUFACTURERS '�** ALL FRAMING RECEIVIiVG EDGE f�AILING FROM ABUTTING RANELS 3. A hazardous or uns�nitary location. E��e��ioii: The whole-house mechanical ventilatioi�systein
<br /> R�COMMENDAT'IONS. � SHALL NOT BE LESS THAN A SI�1G!;3-INCH NOMINAL MEMBER. 4. A room or s ace havui an fuel-burnnlQ a liances Y 2, Graclin shall b., ro�ided to ir�sure: i4 is ovrners responSibllill� #9 �ilsh �i s��r� g�
<br /> p g y � �� is pennitted to operate intennittentl where the system has g a p � �
<br /> thereul. �roperfi/ lins�, REVISION: 0
<br /> confrols that enable operatiou for not less than 25 percent of
<br /> THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE R�PRODUCED 5. Closer tha�i 10 feet fi•om a vent opennlg of a plumb'vig each 4-hour seament and the vzntilation rate presci•ibed'ui ,, (a) Dive►'s1o11 oi water aWay tt'Oi(t bUllditlgS. DAT�: 6-8-16
<br /> ON�Y WITH THE PERMISSION OF THE ENGINEER, IN WH�CH CASE THE REPRODUCTION MUST dravlage system unless the vent openuig is at least 3 Table M1507.33(1)is multiplied by the factor detei7nnied ui i �b� }�revention of �tanding water and soil sa�uration c�Ptrimental DRAWN BY: TJM
<br /> BEAR THEIR NAMES AS ENGIN�ER. feet above the air inlet. accordance with Table M15073.3(2). � to structur2s and lot use.
<br /> 6. Attic,crawl spaces,or gara�es. �
<br /> (c) That natural drainag� channels t�r basir���'� �� �1�c�ed r�r SCALE: AS NOTED �
<br /> filled. � IF' BUIL�Il IG IS NOT PO�ITIONEII��� PROJECT NO: W4226
<br /> „
<br /> (d) �'rovi�ions for zhe dispnsal a� water frr,�� � �� ��r,ICATE➢ UN APPROVED SITE PLAN, SHEET NO:
<br /> te) Protection of �djoining properky� A I��`,�J:SITE PLAN SHALL BE SUSr�IT- � �
<br />� � � 'T��:'�I°TO FURT�IE�� INSPECTIOiVS WILL
<br />, BE MADE OI'�1 THI� PRO,tE{.:T UI*1z'IL THE
<br /> RE�I;EIS ,�ITE�'LAI'�H�,S BEEN aPPROt,�- .
<br /> ED BY; �'HE BUILDING�PUBLt� tiVORKS
<br /> DBPTS. .
<br />
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