6607 HIGHLAND DR 2016 Plans 2022-11-28

� Permit#: C16a6-016 Site Address: 6607 HIGHLAND DR �wner: JACOBS aUANE QE51GN CRITERIA: WOOD FRAMING: FLO�R TIE�r7 Ot H�LDDOWNS ' S�m 1e HeatEnc � stem Siza�: W;�tih,nc t�n S;�tN -?nant: [TenName] ,c�;sn s;�c�� .�. _�_.. _._ �1 AccA aPP• Date: 6/16/2016 ,;n,g svstems shouiC he�:� �:ie cadirw STRUCTURAL SYSTEMS PRESENTED IN THESE PLANS HAVE BEEN D�SIGNED TO MEET THE ALL GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER, LATEST ANCHOR ,�.,.,�� ?ropased Use: NEW OEfACHED SFR MARK STRAP NAILING HOLDpOWN STUD ANCHORAGE 7he g9azng{w+atidowl snd door porti�n af tnis c.��ulaWr assum��me ir.s[sllea glayng and C�or qoduCl�hewe an area weighaed average Udect��ot REQUIREMENTS OF THE 2012 EDITION OF THE INTER I yATIONAL BUILDING CODE$ EDITION" BOLTS t o.30. The�nc«paeeBd�su�iuon requ�em�nc�are et�e minimum pre�criptive amounts spa�Fied by the 2at2 wsEC. �eSCription: NEW SFR �I1�ITERNATIONAL RESI DENTIAL CODE. Pla�se fill4ut alt o1 the green drnp-downa�d bo�e thet are appli�c�ble to yarr projte�et.As you meke aetactians un ttsa droqrdowms tor eac�sect�a=� / BEAMS 4X AND GREATER DF#1 OR BETfER LSTHD8 (20) 16D ro � � LSTHD8 N/A some vaiues will be c3lculaEed fi,�vou If}rou tla nat see the se�ect�_n you need in ihe drap-down options.pfeas��3i!the VY=��= :-•vy E:cte�s�-� Reviewed By: Qate: � ��3 DESIGN LOADS: POSTS DF#1 OR BETTER LSTI-�D8RJ SINKER F��3��=}t'�no`�� a:"�:�� j y�y�,}�_E. STUDS HF#2/STUD �Qffice Set �ob Site Set FireJPlanning Set LATERAL SEISMIC LOADS: ANALYSIS METHOD: SIMPLIFIED PROCEDURE ALL OTHER LUMBER HF#2 OR BETTER � '��'"��'�' IE= 1.00, SEISMIC USE I, SITE CLASS D, � ��--------- SEISMIC DESIGN CATEGORY D GLUE �AMINATED TIMBER: 1) LOCATE HOLDOWN AT EACH END OF SHEARWALL LIGHT FRAME BEARING WALL w/WOOD PANEL: R=6.5 &Cs= 0.13 2) CRIPPLE WALL CONSTRUCT SAME AS S.W.ABOVE N ��ir=t,�y 9t� i, 7,,ar: •� _� , Ss= 1.25&S, = 0.40 (PER 2002 USGS MAP w/LAT. &LON.) MEMBER USE SPAN TYPE SPECIES COMB. SYMBOL Fbx+ Fbx- 3) EXTEND FOUNpATION AS REQ'D. FOR H.D.A.B. EMBEDMENT '� '"`` ' '' "`�1Of-�eGA�1D1fC1�'O'�'`'." �"" ' '""�°""� S�s= 0.83 &So, = 0.43, DESIGN BASE SHEAR=5.86 k 4}THREADED ROD AND COUPLER AS REQUIRED w BEAM SIMPLE 1]F/DF 24F V4 2400 PSI 1850 PSI Deaian Temoerature De ��Te�-F rat�r�,Di c�ircr vT�, �»�, �- f... �.�...��r h.iP, A LATERAL WIND LOADS: WIND SPEED: 110 mph, EXPOSURE B, GCP� = t0.18, ICZc= 1.00 BEAM CANTILEVER C1F/DF 24F V8 2400 PSI 2400 PSI -�-- � ' �` o Aroa ot Buildino ALL EXTERIOR DECK FRAMING AND WOOD MEMBERS IN CONTACT WITH CONCRETE OR eonari�onea�too.wna � MASONRY SHALL BE PRESSURE TR�ATED. FASTENERS FOR PFtESERVATIVE-TREATED WOOD NOTE c4�d,u:.r�-,�F��f a F3 ��;,: <�� > VERTICAL LOADS: ROOF LOADS FLOOR LOADS FOR MONOPOUR CONSTRUCTION: IN LIEU OF THE REINFORCING SHOWN,THE FOUNDATION � (WITH THE EXCEPTION OF STEEL SOLTS ONE-HALF-INCH DIAMETER OR GREATER)SHALL BE �""•o'�i"o�*�� _" � 'S�� , '�".= ; ' I OF HOT�DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR MAY BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS AS OUTLINED IN THE 2012 Av�ra9e re,�-,��+•�.c��r.i�c� �t, DEAD LOAD 15 PSF 10 PSF iRC, SECTION R404.1.4 & R403.1.3.1. THESE PROVISIONS OUTLINE THE REQUIREMENTS FOR LIVE LOAD N/A 40 PSF COPPER. 1NHEN USING STAINLESS STEEL OR HOT-DIPPED GALVANIZED CONNECTORS,THE Gt�z�n��nd D�oors u-Factar x e►r�e = u�► CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL. FOLLOW PLAIN CONCRETE FOUNDATION WALLS LOCATED IN SEISMIC DESIGN CATEGORIES D0, D1 &D2. . - � ,.t 5,-, SNOW LOAD 25 PSF N/A AS A RECAP OF THE CODE THE FOUNDATI�N SHALL COMPLY WiTH THE FOLLOWING: � � MANUFACTORERS RECOMMENDATIONS FOR CORROSION PROTECTION WHEN STEEL sulation � � HANGERS AND CONNECTORS ARE USED. �� u F�ctor X Area = UA °O °D � SOIL AND FOUNDATION: 1. WALL HEIGHT SHALL NOT EXCEED 8 FT. � ►� � W 2. UNBALANCED BACKFILL HEIGHT SHALL NOT EXCEED 4 FT. `` 'j�" � a�``` "�� ` �� M M Z ��'.._.._.�_�.� ALL DOOR AND WINDOW HEADERS NOT SPECIFIGALLY CALLEq OUT ON TH�PLANS SHALL BE ui DE51GN VALUES: 3. MINIMUM REINFORCEMENT FOR PLAIN CONCRETE FOUNDATION WALL SHALL CONSIST ��aKt y�+�e��a�� u-fa�►o� ae� ue► ��c� (2) 2x 8 D F#2 W I T H O N E C R I P P L E A N D O N E S T U D F O R O P E N I N G S 6'-0"O R L E S S A N D T W O OF ONE NO.4 HORIZONTAL BAR LOCATED IN THE UPPER 12 INCHES OF OF THE WALL. '"'""."'°"` iR�.y. . t�o Se�-.�„=, -- v v V ALLOWABLE BEARING: 2000 PSF CRIPPLE AND ONE STUD FOR OPENINGS MORE THAT 6'-0"WID�.ALL COLUMNS NOT 4. MINIMUM THICKNESS FOR PLAIN CONCRETE FOUNDATION WALL SHALL BE 7.5 INCHES � ♦+y � v� S P E C I F I C A�L L Y C A L L E D O U T O N T H E P L A N S S H A L L B E (2)2 X(N�A T C H W A L L S 7 U D S) H F#2 N A I L E D �b o v+t s r�w+A sr��t u-Fectar �►�ea u a W J COEFFICIENT OF FRICTION: Q.35 EXCEPT THAT 6 INCHES IS PERMITT�p WHEN THE MAXIMUM H�IGHT IS 4 FT, 6 WCHES. z r ^korts TOGETHE�PER STRUCTURAL NOTES, p,� ^ . ' o.EF� L ��-� � ' s4 p � ¢ ACTIVE PRESSURE: 35 PCF (UNRESTRAINED) 5. PER R403.1.3.1: FOUNDATIONS WITH STEM WALLS SHALL HAV� INSTALLED A MINIMUM OF , ; _ � 60 PCF (RES1'RAINED) ONE NO. 4 RAR WITHIN 12 INCHES OF THE TOP OF THE WALL AND ONE NO. 4 BAR Fl�+'+ u-F��tor �►rea un d u- W PASSIVE PRESSURE: 300 PCF SPIKE LAMINATE 2x4 COLUMNS TOG�THER WITH 16d @ 9"O.C. STAGGERED. LAMINATE 2x6 �OCATED 3 INCHES TO 4 INCHES FROM THE BOTTOM OF THE FOOTING. "'" `, "","` ��=, z�'� ' �� COLUMNS TOGETHER W1TH (2) OFFSET ROWS O� 16d NAILS @ 9"O.C. DRIVE ADJACENT NAILS �� "�i° ' ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 18" FROM OPPOSITE SIDES OF THE COLUMN. EACH INDIVIDUAL STUD SHALL BE ATTACHED T(J se�ow arad�waM�r�Rv�� u-F�acior area ua BE�OW FINISHED GRADE. THE ADJAGENT STUD. 'Tals�e R402.�.1 Footnotes 4 ;,�7:,..,,w� � r�o��; ; � _. V o �or St: 1 foot.=304.8 mm, ci.=tQntinuous insulation,int.-int�rmediate framing. ��•�-�� Z N PROVIDE DOUBLE TOP PLATES AT ALL WALLS AND STAGGER SPLICES A MINIMUM OF 48". �ab sstew�3r�d�,ue Flav.e t� F�actor �Pn�t� ua - � ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. COMPACTED FILL SHALL , �R-values are rninimums.U-factors and SHGC are maximums.When insulatian is instailed in a cavity which is � ,,,..,�,�,.,,� � , r�o��;,,�� _ J � � ,,.: BE FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHALL BE PLACED IN A MAXIMUM OF 8 INCH ATTACH BOTTOM PLATE TO WOOD FRAMING BELOW WITH 16d @ 12'O.C. OR BOLT TO Iess than the 1abe1 or design thi�kness of the�nsulation,the compressed R-value of the insulation from (��-- "'� - ---' Q Z F- � LIFTS AND COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DENSITY AS DETERMINED BY CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 48" O.C. EMBEDDED 7"MIN, UNLESS NOTED Stab on 6nde . • ��o� �p�',�t� �,A d' � � OTHERWI�E IN PLAN OR SHEARWAL�SCHEDULE. Appendix Tatr le A1 01.4 s ha1 1 nat be less than the R-value specified i�t�e tahte. ,_ , � � W w W � rr��r..,��,:;� ASTM D-1557. b °° : x - --- F- W > � The fen�stration U-factar coiumn excludes skyiights.�`he�aHGC column applies to all�iazed fenestration. ° I- U O NON-BEAR,ING WALLS MUST BE HELD AWAY FROM TRUSS BO OM CHORDS WITH AN Lxatian of Ducts �... (A � Z � c� � CONCRETE: � Exception:Slcytights may b�e excluded frorn glazed fenestration SNGC �equirements ir�Cl;mate Zanes 1 a��t��r� e c��e�K�R � Q � � � � � APPROVE p FASTENER TO INSURE THAT THE TRUSS DOES NOT BEAR ON THE WALL. �-,,.,.- _ a W O � Z � f- � t hrou g h 3 w here#he S H G�C for suc h s k y lig h t$does�o t excee d 03 0. � , y;-: �U�w � z Q .�.. . .. ..... ... CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX: CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG 71E COMPANY, INC., OR `"��/��I�;.+TB"means R-10 continuous insulation on the exterior of the wa;l,or R-i5 an the continvous •- � � Bum of U� 370.2� 1) F'c= 3000 PSI APPROVEp EQUIVALENT. CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS insulation on the interior of the walt,ar R-21 cauity insulation plus a thermal break between the slah and tt�e �nwtop.�..►tA.a �s.taa s�� r a,- 6-8-16 SPECIFICA�TIONS WITH ALL HOLES IN HANGERS TO BE NAILED. bas�ment wal{at the interiar of the base�nent wall. "iQJ15/21.+TB"shail be permitted to be met with R-13 Flaure 1. s�uraorunx.sr 2) MAXIMUM SLUMP=4° .�.,� �rt�.,.�c.�.�«ttosa �o,��s ew ��:�� 3) MAX WATER/CEMENT RqT10 = 0.53;6 GALLONS PER SACK cavity insuta#ion on the it�terior of the basement wall plus R-5 continuous insulation on#he interior ar � �� SOLID B�QCKING OF 2" NOMINAL THICKNESS OR GREATER SHALL BE PROVIDED AT ENDS AND „ , """""°°"""°'" M C 4) MINIMUM ENTRAINED AIR CONTENT SHALL BE 4%t 1% , eacterior o#the wall. 10/13` means R-iQ c+antinuous insulation an the interiar or exterior of the horr�e or it- ,,�.��,a, �,�;�o.,ir„�i.,.r zg,�a�o ewi�o„s S• A� 5) INCORPORAtE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS AT ALL SUPPORTS OF JOISTS AND RAFTER. INSTALL BLOCKfNG OR BRIDGING AT 8'-0' O.C. FOR �3 cavity insulation at the interiQr of the basement wall."i'B"means thermal break betwe�en floor slab and ��.,�__ °"�°k'�'g""�'"°°'�"`�' J�'S �x''��,.d FLOOR JOISTS AND 10-0"O.C. FOR RAFTERS. PROVIDE SQUASN BLOCKING NEXT TO RIM JOIST ,��.- a„�,s�„o,��r t�.��,,w 3i,1�a a,,,:t,Q�� ARE EMBEDDED. UNDER ALL PERIMETER POSTS ANO COLUMNS CONSISTING OF A DOUBLE S7UD OR GREATER, basementwa#L � '""" � ��.��rt�t��«�,�ffi�Xa,� � �� BLOCKINQ TO MATCH�'HE AREA OF THE MEMBER ABOVE. UNLESS OTHERWISE SPECIFI�q, d R-10 c�ntir�uous inst�tation is required under heated slab�a�grade�loass.See R402.2.9.1. ,�rs.��.,�-,��C �,.��.�.�.`�.X� � QESIGN F'c= 2500 PSI WITH F'c= 3000 PSI SPECIFIED FOR WEATHERING PER IBC TABLE 1904.2. ��+i.+e�o��t 43.58a e�� H�u� p PROVIDE AN EQUIVALENT COLUMN OR SOLID BLOCKING 70 SIIPPORT OR FLOOR BELOW qT � t � But3tq arm'tlu[d Ylea!Lr a Y 1 A�Cr Fc r.r Ar:.�,r',a�• � Q� There are no SHGC requirements in the Marine Zone. �;,,,,�„„��„�t��A,s� ,,�,�,� .,a: � 3s�99 c�, NON-SHRINK 4000 PSI NON-SHRJNK GROUT SHALL BE USED FOR ALL COLUMN BASE PLATES. ALL COLU(VIN LOCATIONS. f �EcsT��° �w Basement wa11 insulation is not required in warm-humi�i lacaiions as de#inea bj�F�gure R3C13.I and Table �3'S G� PROVID�DOUBLE JOIST UNDER ALL INTERIORS WALLS THAT RUN PARALLEL TO JOIST R3�1,1. Prescripttve Energy Cnde Compllareae far AIt Gtlmat+e Zones!n ltllashingtan I�NALE� PRfJVIDE CONSTRUCTION JO�NTS AT A MINIMUM OF 20'-0"TO MINIMIZE THE EFFECTS OF ORIENTATION. � ^ " ' ' ' , , . . .., . : . CONCRETE SHRINKAGE DU�21NG CURING. CONCRETE SNALL BE PROTECTED DURING CURING #teserved, ` - n �P�� PL.Ar�i 2�� PAUL Bus''.�RC TO MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION. First val�e�s cavi�y insu3ation, second is cc�ntsnuous ins�lat3or�or ir�su;at�d siding, so "13.+5" mearss R-13 TYPI CAL NAI LI N G SC H E D U LE cavity insufatitan plus R-5 continueus inwlation ar insu{a#ed siding.If structural sheathing covers 40 perc�nt �-�'��`~�� -��5-87�-�551 PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY or I�ess of the�xte�or,contlnuous ins�lation R-vafue shaii be permitted tn be reduced by no more than R-3 In Everett,WA APpROVED BY 1"HE DESIGN ENGINEER, WITIi THE EXCEPTION OF ELECTRICAL CONDUIT. the locations where structur�l sheat�ing is used to rnainta9n a consistent total sheathing thick�ess. Tt�as Projecf w��uae tt�e requirement�at ttre Prescri�s�rve Pat�,�e�aw ana EnCer�oraee tt,e the ininimum values liat+�d.tn addition,based on tke slze of the stnt+eture,thg app�opriate RE�NFORCING STEEL; TYPICAL CONNECTION TYPE STEN R�S FASTENER LOCATION �The second R-value applies when rrore than ha�f the insulation is on#he interior ot the mass wall, nwr��er at addPxionai crea�ts�re ehec�cea as enose„��y tho�,enn�t aPP�teant. j Far single rafter-ar jaist-vaulted c�ilings,the insulation rnay be reduced to R-3S. RE AR: GRADE PSI - ._., ,_ -� �--� 8d C�MMON (or) TOENAIL k int.(intermediate framing�denotes siandard framing 16 inches on center with h�aders �nsulated with a � ,-- �;-. ,.- - , - -.r JOIST TO SILL OR GIRDER 3 - _ _____. __ _-----__.______._______.� 3"x 0.131" NAILS (STAGGER) minErnum of R-10 insulation. + i;n �,i` � #4 & SMALLER 40 40,000 � All Climate Zan�es :� �S�:l�hmark I� �y• � , #5 & LARGER 60 60,000 Log and solid timber wails with a minimum average thickness of 3.�inches are exempt from this ir�sulation � �i�Y,� , y;, ,f., �.�,� �� . , �;: �� ';�''t B R I D G I N G T O J O I S 7 2 8d CO MMON (or) TOENAI I E A C H , v` -' :.C �� : e-_ ? 3"x 0.131" NAILS END requirement. Frr,es�-ax.c�,u-F�,��._,-� r �. ,;:� � COVER: ' Skyl�ght U-F�ctor a t� :? SOLE PL�4TE TO JOIST OR , „ TYPICAL FACE ?ab�e R402.1.3 Footnate CAST AGAINST EARTH: 3" 8'O.C. 3"x 0.131 NAILS a ^ 1671507.3�'0'[ao9e-liouse�recl�anic�l venkil�Qion systen�. ; G�azed Fenestr�tic+n SHt�C" , i ; BLOCKING (WALL) NAIL �o�pe�P�iratian U-facters shal�b�e obtained from measurement,talcula�ion or a�a�prave�d source ar as Wliole liouse ulechanical ventilatioil systems shall Ue desi�ied ce>t:n� •t r.,.��r� EX�OSED TO EARTH OR WEATHER: 2" . . _ -' � _`. }�"" � a'�,��.3 �:�. ' ' � �+�` �� spar.�fiaai in Section R4fl2.1.3. m accoi•dance with Sections M1507.3.1 tln-ouah M1�073.7. ��`"i°��"��'"��"'i SLA�BS, WALLS AND JOISTS: 314 TOP PLATE TO STUD, OR STUD � �"�' �`'�`"� `'�`�'� � '"` �� C'aRCiUND� �EQUIR= BEAMS AND COLUMN: 1-1/2" TO SOLE PLATE (WALL) 3 3°x 0,1�1" NAILS END NAIL M1�07.3.1�ystem design. Each dwellulg unit oi•guestr�oom i ^ i �,�,.i a-va�:;� t �' '�:�5s �.,w� �� 4,r�Q Rqp+� tpUs�Qs tp 'be d881g��d LAP ALL FIELD SPLICES 30 DIAMETERS UNLESS NOTED OTHERWISE. DOWEL ALL EXTERIOR shall be ec7uipped with a ventilation systeni complying with = � �t, ��:�zs , , _ .... : • re ared bY PROJECTIONS TO STRUCTURE WITH #4 BARS @ 12" HOOKED INTO WALL. STUD TO SOLE PLATE(WALL) 4 8d COMMON or Section M1507.3.4,M15o7.3.5,M1�07.3.6 or M1507.3.7. �nCl C1fe�Wlt18 P P „ „ � � TOENAIL Compliance is also pennitted to be demonstrated tiv�ough �""-'`'' `=�j�� '`''' '`�'=1512' �-� +`�. ;i o:�2 � ��t� �j�@{1S� Sti'UC��1�� 3 x 0.1'�1 NAILS compliance witll the Intemational Mechaiucal Code. ,='t,t.�R-�;��ue�,Depth 1�.�ft �� r��►�C1��'� BEND WALL AND FOOTING BARS 18"AROUND CORNERS, OR USE COFZNER BARS. DOUBLE STUDS, OR MULTIPLE M1507.3.4 Whole-6ouse ventilation using exhaust fans. -, , , . 8" O.C. 3"x 0.131" NAILS FACE NAIL "his section establishes minunum prescriptive requirements M1�07.3.2 Control a0d operation. 'T��le R�O�. . and iaG�e R�U2 } °i��,otnotcs inGlude�a�Rage 2 LA M MEMBERS 1. Location of controls. Controls for all ventilation W�LDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 W1,4x1.4 UNLESS for whole-house venti lation sys tems using e x haus t fan s. A Eae h dws l Mny un i t i n one an d t w ro-fam i l�r dwe l t ings an d torm hauses, as defin�d in S�ction i01.2 ai the system which uieets all the requu•ements of this section shall systems shall be i•eadily accessible by the occupant. �nlerna�onal Resldarrtlal Code shall�ontply witfi syiRclertt optbna from Table R406.2 so as to achieve the � � V � NOTED OTHERWISE. PLACE AT MID-DEPTH OF SLAB AND PROVIDE ONE FULL MESH OVERLAP „ „ TYPICAL FAGE �tNl OR A�'FUF2T�NANC=. AT SPLICES. DOUBLE TOP PLATES 12" O.C. 3 x 0.131 NAILS NAIL be deemed to satisfy the requirements for a whole-house 2. I��structions. Operatuig nistructions for whole-house foltowlnp mfnlmwn ne�ber af credits; OCATED IN TNE FRONT � ventilation systems shall be provided to the occupant by q �� :, �ACKS. PROPANE TANKS ventilation system. �, the ulstaller of the system. Ui.Smal1 DwNl�n Unit: 0.3 MANUFACTURED ROOF TRUSSES: BLOCKING BETWEEN JOISTS OR 19�T1507.3.4.1 Wl�ole-house s�entilatiom f�ns. Exhaust fans [?weHing unlYs fess than 15U��qu�re feet in eonditionerl floor area witt�iess tha�3ai�s�uare feet cf ferestration �TI�NAI.PERW��TS ��5�� 3 3"x 0.131" NAILS TOENAIL providing whole-house ventilation sl�all have a flow ratulg at 3. Local e�haust systems. Local e�7aust systems shall be I area_ Additians to exisiin huildin that are less then?50 �TT F RAFTERS TO TOP PLATE i g g squ�re feet of he$ted noor a�e� . iRE DEPA.RTMEP�{" controlled b manual switches,dehumidistats,tiulers, � -�� 0.25 nlches water gauge as specified'ui Table M1507.3.3(1). Y LZ.�y�� _ ,,:, ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF Manufacturers'fan flow ratings shall be detennined accord'u7g or other approved means. A11 dwellir�umts thait a�e n4c irscluc�ed in#� or#�3.induoi�g addst�ans over;5c�sauare feet. WASHINGTON AND FABRICATED FROM H15/HER DESIGNS. THE SNOW LOAD SHALL BE NOTED RIM JQIST TO TOP PLATE 6" O.C. 3"x 0.131"NAILS TOENAIL to HVI 916 or AMCA 210. 4. Continuous whole-house ventilation systems. ' UNDER DESIGN LOADS AND VERIFIED PRIOR TO FABRICATION.TRUSS DESIGNS SHALL BE Continuous whole-house ventilation systems shall � L 3.I�arqe Dvre�irYp unit: 2.5 palerta M1507.3.4.2 Fan noise. Whole-house fans located 4 feet or operate continuously. E;chaust fans,forced-au•system � awelling uni#s exc:e�div,g 5040 square test o�c+�nd:r;c�ned"Go{�fea. SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLED FOR IN PLANS. HANDLE AND INSTALL less from the interior�•ille shall have a sone ratulg of 1.0 or IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. RAFTER TO TOP PLATE RAFTER SPACING SIMP. "H1"CLIP FILL ALL NAIL less measured at 0.1 inches water gauge. Manufactiu•er's noise , fans,or supply fans shall be equipped with"fa�i on"as Tab�e R406.2 8ttmrnary HOLES PER SIMP. oven�ide controls. Controls shall be capable of SM�ATHING: ratings shall be detenuined as per HVI 915(March 2009). operating the ventilation systepi without energizing c� tian Descn iiax� R Cre.��?x s i 16d COMMON (Or) Remotely mounted fans shall be acoustically isoIated fi�om the other energy-consiunulg appliances. A label shall be t a E`rir:ent Bu i�n�E , �-�: :- ?_, �5 [ JOIST TO RIM (BAND)JOIST 4 „ FACE NAIL structural elements ofthe build'uig and fi•om at#ached duct „ �;-, r,�� ,. ;; �, -, C 1 WALLS: 7/16"APA RATED SHEATHING, 24/16, EXPO$URE, NAIL TO OUTSIDE FACE OF STUDS 3"x 0.131 NAILS affixed to the controls that reads Whole House _ ) work using insulated flexible duct or other approved material. Ventilation(see operating instiuctions).° { ��'' B`' F � ``' � WITH 8d NAILS @ 6" O.C.A�L PANEL EDGES AND AT 12"O.C. tN FIELD AND PROVIDE SOLID a. COMMO N NAILS 6d- 2"x 0.113", 8d-2Y z"x 0.131" 10d- 3"x 0.148" I V I 1 5 07.3.4.3 Fan controls. The whole-house ventilation fan �.1 _<: > , •: : ,�,< r:,•v„t venti��ti�n�a L � ) ' S. vitennittent whole-house ventilatioii systems. , �� BLOCKING At ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE.b. FOR ALL CONNECTIONS NOT SHOWN, REFER TO IBC 2304.9.1, DETAILS ANb SHEAR WAL�. shall meet the re uireinents of Section M1507.3.2 and %� � f ��•� '�� w-�7t°v'�nti!at�� 2 R O O F: 7/1 6"A P A R A T E D S H E A T H I N G, 2 4/1 6, E X P O S U R E, N A I L T O O U T S I D E F A C E O F n I�iteiniittent whole-house ventilation systems shall " , `� L � ) SCHEDULE M15073.2.1. comply with the following: �'- � �-_�as��: Er6:r�r�t v�•rEu!n+�� _ r� � RAFTERS/TRUSSES V1/ITH 8d NAILS @ 6" O.C.ALL PANEL EDGES AND AT 12"O.C. IN FIELD M1507.3.4.4 Outdoor air inlets. Outdoor au shall be 5.1. They shall be capable of operating intei7nittently ,`� � ��A� 3`� �� AND PROVID� SOLID BLOCKING AT ALL EDGES UNLESS NOTED 07HERWISE IN PLAN OR distributedto eachhabitable s aceb individual outdoor air �.r -+ H�AC 3t� �'s C N SHEARWALL SCHEDULE. p Y and continuously. ;� -� _ , Nvo,c 3c �.o L 3) FLOORS: 3/4"APA RATED �HEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF JOISTS inlets. Where outdoor au•supplies are separated fi•om exhaust 5.2. The shall have controls ca able of o eratina the � _ Z @ SHEAR WALL SCF#EDULE y p p J 3� "'�''�',�'CnC'"�� :` Q WITH 10d NAILS 6" O.C.ALL PANEL EDGES AND AT 12"O.C. IN FI�LD AND PROVIDE SOLID points by doors,provisions shall be made to ensure an•flow by e�aust fans,forced-air system fans,or supply fans .� tt�-h E€�iaienc H�JAC Diatri^3uti;�- �ys:�n� ' �� L installation of distribution ducts,undercutting doors, without energizui�other energy-eonsuining ��y , y � � �- BLOCKING At ALL EDGE$ UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. �a � N� t s �te�H��:n� �.� NAILING' SHEAR FLOW NAILING DESIGN installation of grilles,transoms,or similar means. Doors shall appliances. ^ �- J be undercut to a mniimum of 1/2 inch above the sw•face of the `� �re��e�t�nq " `� � 1.5 � 5.3. The ventilation rate shall be adjusted accord'u1g to F GEN�RAL NOTES: fmish floor covering. ' _ � � _.- � '�•� c�P,�tn4 En�rgy .,.._� '�u� k��vi� t�.0 the excep tion in Sec tion 4 0 3.8.5.1. BASE Individual room outdoor air inlets shall: Tot�l Gretlits 1,Sa � Q O N O T S C A L E D R A W I N G S. U S E O N�Y W R I T T E N D I M E I O N S.T H E C ONTRA C T O R S HA LL SHEATHING EDGES BASE TOE NAIL SILL PLATE p g . 5.4. The system shall be designed so that it can operate � �� MARK FIELD SHEAR 1. H a v e c o ntrollable and secure o enin s `P iease se f e r�o Tabi�RA4�i.2 for cort�plete c�;trvn �esc r;pt:�;-�s VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE. CONFLICTS BETWEEf�I THE COMMON BLOCKED PLATE RIM/1'OP ANCHORS"" CAPACITY Z. Be sleeved or otheiwise designed so as not to automatically based on the type of conhol timer DRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDIN�G WITH THE compromise the theimal ro erties of the wall or installed. Q P P THIS PLAN WILL USE EFFICIENT WATER H,EATING PER 56 TO OBTAIN 1.5 CREDITS. WORK. 5.�. The intennittent mechanical ventilation system window in which they are placed; �/s'p$g 8d @ 6" Sd @ 12" 16d @ 8" 16d p�5" �� A'B' � 3. Provide not less than 4 square inches of net free area of shall operate at least one hour out of every four. SW1 48"O.C. & 150 PLF o enin for each habitable s ace. An inlet or 5.6. The s stem shall have a manual control and ti�:: � = - ' • '=- = = ` T� �; REFER TO ARCHITECTURAL DRAWINGS FOR DIMENStONS, ELEVATIONS, SLOPES, DOOR AND ONE SIDE O.C. O.C. O.C. O.C. P g p y y • ENDS combination of inlets which rovide 10 cfin at 10 automatic control, such as a 24-hour clock timer. �� ` ' . Additional Permits Are I��`�4" :"_� WINDOW OPENINGS, FINISHES AND OTHER NON-STRUCTURAL ITEMS. p ,� � ' C�RADING AND DRAINAGE-,_ � � Pascals are deemed equivalent to 4 square inches net 5.7. At the time of fmal inspection,the automatic FOr TFIIS Projeet To Include THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF 1�HE STRUCTURE DURING �/6" OSB 8tl @ 4" 8d� 12" 16d @ 5" SIMP. LTP4 �2 �'°`�B• @ fi•ee area. conh•ol shall be set to operate the whole-house fan SW2 32"O.C. & 350 PLF - ; according to the schedule used to calculate the �. Provisians shall kie made for the control ant( drainage af surface CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTtL ALL ONE SIDE O.C. O.C. O.C. @ 20 O.C. PERMANENT CONNECTIONS AND STIFFEN�RS HAVE REEN INSTALLEb.THE CONTRACTOR ENDS Ullets shall be screened or otherwise protected fi-om entry Uy ❑ Plumbin S rinkle�` leaves or otl�er material. Outdoor air inlets shall be located so whole-house fan sizing. water araund buildings by: gutters, drain lines, inl�ts ard catch 9 ❑ p SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT as not to talce air fi-om the following areas: 5.3. A laUel sh�ll be affixed to tlle control tllat reads � basins �r other neeessary d�ainage structures and s.hall b� insta!le�+ Mechan�� F�.rP A�� REQUIRED INSPECTIONS. 1. Closertl�an 10 feet fi•om an appliance vent outlet, ��Whole House Ventil�tion(see operating where storm water disposal cannot be obtained without their use �r � ,,., GEN ERAL NOTES unless such vent outlet is 3 feet above the outdoor air instructions).° � �� '�"''� THE DETAILS SHOWN ARE TYPICAL AND SHALL BE US�D FOR SIMILAF2 CONDITIONS NOT inlet. where erosion cannot b� prevented by firish gradirg and plantirg. SCHEDULES SHOWN. " USE COMMON NAILS FOR ALL NAILING. 2. Wllere it will picic up oUjectionaUle odors,fumes or l�'I1�07.3.2.1 Operating insfructions. v�stallers shall provide Dry welis shall r�ot be insfalled in areas where the soil is nat weiE "* ANCHOR BOLT WASHERS MUST BE 3"X 3"X 1/4"THICK flanmlaUle vapors. the manufacturei's install�tion,operatin�instructions,and� PR�FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS *** 3: A hazardous or unsanitary loc�tion. whole-l�ouse ventilation system operation description. dfalfl2d 811d(01' pOYOUS. RECOMMENDATIONS. ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER. 4. A room or space havnlg airy fuel-Uumu�g appliances 1VI1�07.3.3 Pc�ech�nical ve�til�tion r�te. The whole-house it is owners respei�sibility to establ�sh and aIaKQ� thereui. mecha�lica]ventilation system sha11 provide outdoor air to each 2, C',rading shall be provided t� insure' property iir�PS. REVIStON: 0 T�iIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED 5, Closer than 10 feet from a vent opennlg of a plumbuig haUitable space at a contu�uous rate of not less than that ONI.Y WITH THE PERMISSION OF THE ENGINEER, IN WHICH CASE THE REPRODUCTION MUST DATE: 6-8-16 draulage system unless the vent openuig is at least 3 determuled vi accordance with TaUle M1�07.3.3(1). (a) Diversion of water away from buildings. BEqR THEIR NAMES AS ENGINEER. _ Y (b) Prevention of standing water and soil saturation detrimerotal DRAWN BY: TJM feet above the air inlet. Exception: T11e whole-house mechai�ical ventilation s stem 6. Attic,crawl spaces,or garages. is�ennitted to operate intemlittently wliere the system has to structures and lot use. IF BUILDING IS NOT POSITIONED AS INDIC,ATED ON APPROVED SITE PLAN, SCALE: AS NOTED controls that enable operation for not less than 25 percent of (c) That natural ctrainage channels or basins are not blocked or A NEW SITE PLAN SHALL BE SUBMIT- PROJECT NO: W4233 each 4-hour se�ment and the ventilation rate prescribed'ui , Table MI 50733(1)is multiplied Uy the factor detei7nuied'ui i filled. TED. NO FURTHER II�TSPECTIONS WILL accordance with Table M15o7.33(2). (d) Provisio,ns for the disposal af water.from a lot. BE MADE ON T�IIS PROJECT UNTIL TIiE SHEET NO: te Protecti,�r� cf ad�:;i;:i�� e REVISED SITE PLAN HAS BEEN APPROV- C � � � � P P �� ED BY 'I'HE I3UI�.D�ie��G�PU�?,IC W�?�d_K� V DBPT�.