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<br /> SNEARFIOW NAILINC P�R • �`
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<br /> �,t 47TH ST - SE � �" � S�' s� ^'TM _ � ;� �� ,
<br /> _._�._ UPPEft FLOOR SHE4RWAU. SGNEDUI.E ,}�_._. • � 9 �� G �'� � sr sc l,171 � .F .,�
<br /> ; STRUCTURAL NOTES' LIGHT FRAMlNG: I�RC 2015 � stt�w� a, + � z POP y�, � � �` oi y�, r.� ���� '
<br /> . � ._ ... _ � .
<br /> PER PLAN ! *.
<br /> � RI�4 J01S1' ,� 48TH ST SE �'x o w °y � 47T�'' s�rTSE ` � �� {� �
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<br /> NOTE: Struc#ural notes are intended to address major areas of concern for E E. STRUCTURAL STEEL � ' ,� n; ) � , ,� .. � � � � � , 4�H n SE .��, �, a - �� 4
<br /> O c � `°�
<br /> � ; projects in general. !n cases where structural engineering/calculations vary from � �aoR sHEa,�tiNc r 48��: ` SE�" lNe pR' w ��, 'o = � � •Z� � � e -
<br /> UPPER FLQOR <v a �, 4` W � °���� � � E--� � �O / G � > .
<br /> this standard specification, structural engineering shall have precedence and is � r 3 ^ �
<br /> � 1. Structural steei shal! conform to ASTM -A36, fy = 36 ksi. ' sN�w�, , � 6�E�TM��� ��` � w� v Q�`r s W � � w� w si�EAa+ �� � .� � �
<br /> /- -II � � ctt
<br /> " EDGE l�AIUNG , i ; i � , u+ �� J, ��� sorH �S 5 � � �� N . Q
<br /> incorporated herein if appiicabie. Parficular proje<,ts may not involve all of the , 2. Fabrication and erection of structural steei shall conform to the Eighth Editian ; �_ Q, r, sE T .
<br /> �, 1 ;n� E ENE _. � O. � � RS -Q
<br /> topics listed or may have additional structural daYa needs addressed as part of � of the Stee! Construction Manua# published by the American lnstitute af Steel � � 1 �
<br /> ' � ' ' ' '" � � a�� ~ ` "`"�< � " w �`y��� ° i< Permit#: C1604-026
<br /> the drawings and or specifications (if included}. ' Consfruction. �.00R . ; i � 1 ,E � �� ��,� � �� �� Y� �a1 �;, (]' o�� �,
<br /> (JOIST MAY BE � ', z uE� ClR'��`nP 8 a } NE p �` ��PO�� o¢�¢ ���\!_ �;� o Site Address: 5701 LOMBARD AVE SE
<br /> 3. Welding shall conf�rm fio AW5 D-1.1. Electrodes shall be E7QXX. Use only r�a,iN �.00R PERPEN�JCULAR i cn 52N0 Q T SE o �140(#��>� ��' � o Owner: BR
<br /> Structural calculations and shop/fabrication drawings shall be pravided, by WA[30 certified welders. Minimum field weld size is 3I16"fiflet unless ' $��wAu.. io exr. w�w..} _�, N `���� , � r, o,y� l��Q� OCKWAYJENNIFER
<br /> others, for assemblies and fabncations manufact�ared and/or supplied by vendors otherwise noted. �ocE t�,a�ut�c • _ ; � Pl��Z��� N j�` � � ` ¢� W �„��, o Tenant: [TenName]
<br /> y F P -' `" ` f � ' ��¢ `�9 `� App. Qate: 9/27f2Q16
<br /> � � t�0 S6.T �o � �IfER��GOLF ; 5T w ,�
<br /> including GL Beams, prefabricated wood joists arid trusses, concrete 4. Bolts shall conform to ASTM A307, unless noted othErwise. � o� tiS � � , �' r 5l cq Pro osed use: s
<br /> � � 4 ,� ; Y. s�` LE P FR ALTERATION
<br /> =
<br /> reinforcement, and structural steel and steel fabri�ations . ' �� T S f � �
<br /> , 5. Structural tube shai( b�ASTM f#-500, Structural pipe sha(I be ASTM A-501. �.ur� �.00R ; , ��' P� W
<br /> ,
<br /> 6. Structura( steel shall have a sho coat of iron oxide rimer. Touch u al) SCai'S ' SNEARWAi.I. ��- TQP p��� " a;. .._._ _ _._ _.___.__ _._,,„_,.�_- " �r �� .,'•� �. ; o � Descnption: SFR 2 STORYADaITION AND REMOD
<br /> i� I� p �_._ _ _ . � LL,k�: ---���1'`�'..��,,'--4-�' E ` $£ � ' r � 1
<br /> Contractor shall provide bracing and/or suppork r�:quired for temporary ' _ after erection. ��R P�� -;���L��__� _...__w� __: ti,; __.____ _ sT s � � EL
<br /> _. _.�_.:
<br /> - � .--,-.. � ...._,,. . ; � �Y �.,� .. ..� � n �
<br /> ! NOTEi U5E �}�{IS E7ETAIL Y1HEN ° _..-_ � ����`-�'----- --- ; ' pa . :.., >"� "'. �, '� `c' .
<br /> construction loads and for structural components as required during erection. � 7. �Contractor shall submit sho drawin s to the Enaineer for revie�u rior ta r � '
<br /> ' -- _ L -- - ' 58�SE �c� 3 ,t r � 4.
<br /> 1 P 9 ., 4� SHEARWALL PANEL EDGFS FRAl�tE , � ___ . ,. �� � f `"- ( 1? 1 : ;,� _ , :' J o� �, '� Reviewed By: � Date: � �
<br /> Shoring layout/diagrams and calculations shall be rovided b others throu h � ' � ,�'� � ;� (,�j �`-�{�,,_. _ ..,__._._.._
<br /> p Y 9 ; fabrication.
<br /> , ONl'0 COMM01� �{E�fBER BETWEEN , " !� NF�'�EtFIB Q` ��,
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<br /> . .,.
<br /> UPPER AND MAlN FL(7QR5, _ _ ._.., �:.�__.:�_ ` �: - -..
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<br /> t e general contractor for the building inspector a�d project engineer information. ' _ __ � � _, ._ . . . _ W � � _ : . ---.- ff�ce set o�site set Fire Plan
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<br /> , � .� y�-"�� � .�, : -- r SE f t-Q S / ning Set •
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<br /> , 5 : ` W PROJECT L�CATION_ ;Q
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<br /> : All matenals and wo�kmanship shall conform to the Internationa! Residential " � _____�_.____.____ ___
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<br /> Code (IRC) 2015 edition, and to other standards Specified herein, per the ; Roa� tRuss��-�- � - - - __ ! , I �,r . ,�� ��q�, 11 ;� 62N J�61s D
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<br /> structural engineer(if contributing) and, or on the drawings. � . -:;_: �_ f. , �. � � w �Io "
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<br /> I� �, � �v� ; 63RD � ST S� �, �3R��ST SE �U� AV �
<br /> ; , ,
<br /> A. LNE LOADS: , �__.___� �-�,�-�
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<br /> , ; �L �. ...�(.r'l,..� ( �"I :°J, 1 = o ,�pq ��p�d� � LEX�GTON ' AV
<br /> 1. Roof Lo � i , _ ...__._ . ___ . . ,_ . _ __.. . ___ :. __.__.. _ . .._ . _ . _ { ._.�.� __. { � � � -
<br /> , ,3 � �
<br /> ads. Snow 25 sf . , _._ ____._ _____. ._._ . ___. ,. _ � _. � �'s�- � _ _ _ � _.:...; � , � �� � . (�
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<br /> ' ��-.n � ��,,i f�'��_i�'r('' ; / � .. +, • �---��c"�-- R N, ilt; ' 65TH`PL
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<br /> ; SHE4RWALL PER PLAN , ,: ,.
<br /> 2. Wind �oads: IRC R 301.2.1.4 Ex osure t., �`' �
<br /> , p , 110 mph wind gusts � ,. ���.. 4 � C �
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<br /> . . _ i, _ _ ; �----«- _. . . _ ,��; ', .. . _, _...... ' j.. � a
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<br /> (SHFATHlNG PIOT SHQWN) I, �, i ; ..✓t _ . � ��. __. .. . �
<br /> 3. Seism�c Loads: Category D; I =1.0, Ss -1.�>4, S1 - 0.54, R - 6.5. , � . _.., s _.... �� , ,.; ; ,'.._, �---.�._:_ ._.,.._�.�...._.^.,� , t � ` �� P, � _ �
<br /> ' NAIL SHEATHING � ''� > >� . . . ,
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<br /> 4. Floor Loads: 40psf floors, 60psf decks '' � zx���� -r ro e�ocKs ns . � i �_ _..._._,___ , .�. � ,,� �l __. � /� �� _��.f`�s�r+ �� � �� �
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<br /> ; m 2h" 7�. _ FOR SHEARWALL . ' � � : i ��� .�^-'�--�
<br /> , . ._..
<br /> 5. Equiv. Fluid Pressure: 35pcf/ft � , , , , � -
<br /> ' EDGE NAIUNG �-` _
<br /> A34's � _
<br /> , � , ; , ...�._.__�.�_� .,..�
<br /> HEADER---'' , , " , � � --_ _._.._ _.._____ ___ .. .__._,_ .._._ __..._._ _.__.___ _____..__ _
<br /> l- ��y;%`- ;., � . � • U�� ' ���:�� % . ���'�'`, � _ _ _. ..-_.__ _ ____ . _ ___. ._ _
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<br /> B. SOIL,GRADING,
<br /> FILL, AND FOUNDATION D,4TA
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<br /> � 4
<br /> ' � 2-16 '� � °� ..�., � s �i �
<br /> PRt)JECT INFORMATtON � -
<br /> W� ..�; ' ! ( !
<br /> 1. Design bearing strength 1500 psf. Coe�ci�nt of friction 0.25. Refer to
<br /> _.E �_.__
<br /> �e srRaP: � f £ �,. � ;� �� .; _ v i
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<br /> suoisinaa
<br /> � structural calcs if provided. . ' ' n�ica� s�MPsoK �sr�z� � ; � �� �, �: ��� � , , > �
<br /> . . . . . . . , � . . . .
<br /> ' w/ ioa x �-�, .,� �:.; � �, ; '�� - - a..�.�,-�-- -�••• ����- --- --� - a PROJECT DE�CRIPTION: Remodei and add�t�ons to an ex�stin one ieve! sin le famil
<br /> , 9 J Y ;
<br /> - _��_.____ , . . .
<br /> 2. Grading and Fill. Comply w�th applGcable IF2.0 prov�sions and for extensive � - ' - wv�s �Trnica�� I=' °�; � ` ,,� : . - � _:.: _..: ,..,.__. ... .
<br /> . , rn
<br /> a�,: i�1�� �,. _,�, � ,�j _ res�dence located at 5701 Lombard Ave. Everett 98203. The rernode( and alterateons i 1 - - ----
<br /> w�rtoow . . . � t ,�._.__�; i �i; . ,,,, _ _____ - -- �-_..��C,?�.._ :
<br /> wl
<br /> cases Chapter 33 IBC 2015 Edi#ion and Section 1803. All fills shall be ' � ; ,;� ,' f ,. , i . • • • - }
<br /> - �{�111-_N_I<�',#�-�: t C�--a,�,�''�.1;:Nt�._�OQ, consist of 899 sf at the existi �- `
<br /> � �� ��;? ; ; ; � .. . _ ng floor level (new ma�n fioor), foundation and crawi space �;i
<br /> placed in maximum lift dep#hs per the engineer or 8" {max) and nPENiNc Kir�c sn,os : � .._. _ _, ; .. � °,,, . � .
<br /> : ,�.. �.� ,., , �,� �k. :, . : ,. ,- _;.� upgrades, and�xtenor orches. The addi ' . . , , LI.I �
<br /> .i . ..
<br /> {� tion w�11 consist of a new 2� x 42 footprint with j � t� .
<br /> �-16d 2x��LAT ( �,, .--��_-�,1/���,}'/.�� , ; : � .` . _�'{�i.�::#�.��`4:".�..,. ::: ...,...� ,
<br /> compacted ta 90% o#maximum density. �,II native/excav�ted areas to ' ;;, ,, ,> _ : ,�.. ,"� ( �' f ___ ,. , ___ th� ara e �
<br /> �ra roP P�A-r� , � ; 3; , g g , shop, bath and office at the lowec/new main floor. The riew 1�10 sf u er � �
<br /> ; � �� �. ......, , � ���..�!(°��.�.
<br /> , . � � . .
<br /> receive fil! shall be "proof' compacted fo 9C)°/o of maximum density. � , '
<br /> • . . . . , „ ; ; i�z° �a� tRuss�s _ . > ' I ., . � - , .�-; '��w. , .�; _-�._ �.._.:�. _^- ; : ;f_ ievel wili have five bedrooms two baths s � � c/�
<br /> : 3. Carry ail footings down to undGsturbed soil, minimum depth of footing 1 -0 ; P���. rr� wa��. s��aRwa�� P�rz _ ���il��i\ F : �; � ; ,,,, , ,; _, � ' , > ta�r, and haliway. A 32 sf deck wii! atso apc�ss �
<br /> , „ 6GN�DUL� 4x2 FLAT eLOC I � `� ``� �.� � � off the upper level. Total new living space proposed is 22t36 Sfi plus decks. The total ost � a td1 �
<br /> r �cnless noted otherwise on plans. Exterior footings minimum 1 -6 belovv ' � ,� �__:.---~`fi �. p F.- �
<br /> ; . . . . . . ,, ITYf'tcAL) .; , ` r �,� , , .. . rt. ��. �� k {'., (
<br /> finish grade. AdJust deeper for iocal frost conditions as required. � „ , - - �
<br /> � ( '�� ��,�, ��.{�� ' � _ .� project residence will have 3905 sf of interior/heated space, and 136 sf af�ieck/porch � � �
<br /> ,.-=t -- __ _
<br /> ; . . . . . . . , zx srur�s � �� o.c. : _ ._-_ . , ° �.1�` _. I � � / l _-____-�__....\ , ..,. _�, . . ��l-��i�.:_._ lower and u er .
<br /> ; �
<br /> �1 ,��. \. �, � � ��"���".�'...���'�_�"�...��:�1i�:.. ( Pp ) � ttJ Z
<br /> ; 4. Backfill within foundation walls, at retairnn�walls, and per drawings at , � - -- _ - --_-_- : - - -- �-..-.,_ 1 ; �, ___._,,. _-- ,
<br /> : s, --- � . ,_: . ,�-
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<br /> GC.��.__ � - � � - • .,
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<br /> AII work will co
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<br /> fo d • � ; , , _ __ _____ ____ ._. b_� ------- _ _ ...... .-�. � , � r _ _� . , ! � .�. . mp with the lntemationa! Residen ial e a
<br /> ; un ation wall exteriors �hall be free-drair�tng matenal as follows. 5/8 3 � a � {� . �� ; . , ; ; r /'� �` - --- .f., �:�, , �, _;�r.1�.$��- .1����� .�_..� .� _ ,_. Y t Cod , nd other a�pl�cable locai Z � h-
<br /> � '' ' ' ' f! ' II .,� . �" ' � . . ' ' . . � ..
<br /> � �- , - � , ;>� � :R, �. � ; ?`� , � � I���`'�-��=-� re uirements
<br /> ,; � _ `�� .�;_ � � �, ><_ , , , , f .� ,� . . , q � . Modifications to the existin residence 'I inclu e e o �
<br /> � m�nus with fines or better at an unde • " " '� ______.,. .__._ ._.... _ � , , � �.i: 9 wil d n w fe lacemen#
<br /> ( } y rslab area, pit-run graveVsand ; � ;�1 .e . �_ __._�.���,_._����_�_.___ , _ _ �. _..__���_ rl.-'�___ �.�'�L-ad__:._��__�°��--���, ..._._ I ,
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<br /> _ : _._ _. ..:_._ . ._.___ _. __--._r__ .. .._..__ - ----- - -__�._ ._.. -- _ � f , �- -- -_ ...�_ ___ mecharncai an
<br /> ,, p g, , d electncal systems as needed to enable the ne�rv work and � �
<br /> ; ---�_ _.. -- Ij .w.--
<br /> . .,..__ . ._ ._.__. _.�_::.: ,_...._.�,: _ :...__, . _ _ `�r ,c . , �`��,,`'^�._`��� ;'�+��„ .��.•', �,-'�_ ,
<br /> at non s�ab areas and/or deep excavation areas�per drawings. , : , _ �� � � Y� :�,�,.,_W----
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<br /> 'd ; �
<br /> �_. ��i__. E . ....... ....._._.___.._____� --�__,,. ._.. _.___ _.____---__- _'_,,.___.__ _ _ .. .1. _t_ a �. . , , . �, .
<br /> :.��� � � ...,., �� �t. . ..,.m... . . ._.. _._.._. .__. M ____�___-�.__.__ . , ..; ( � , . , � . �, _., _ �,, ��� compl with IRC and ener codes re ui e
<br /> . � . .. .. ; . ..._ . _ ; ..��, 4, r, q r ments. Construc#�on wil! includ�structural Q Q O
<br /> ? C. C NCRE E� s ,_ <_ �. I/ � ______..:-:: . ; ---��.�:..��k� �`:�"��,. t/)
<br /> O T . ( upervised con�truction IRC 611.7and ACl Std. #301. An air , ; , . ,..;- _, , , � , ,�, . ._._ __ --- -._ ._,_.:. _ ._ ..y ..,, ,� ,,� , 9Y t�
<br /> Y
<br /> ) , , �� , _ .,, .a, �,, Y, � revisions or up�rades to the remaining existing ortions of#he residence as re uired er � � 1-
<br /> „.... : . . _ �_ ,: ,.._ __.._-- .
<br /> � . �r.v
<br /> . . . . ___. _ ___�.. . �____ , . ,. . . q p
<br /> entramm dm �` �.
<br /> - _______�____. . . . ; '� -- - � . „ � O
<br /> a ixture confqrmm to UBC Std. 26-9 shall be added to all -- -____ _..____,___..�___ _._---- _. .. ___._�_ . __ . , --..., __. � , . , t��`�-��`�,� _._.._._. , : , ; �. ,. ;�
<br /> g 9 _____ _ . ... .___ _.. __ _ , ;..,., ..-•�...� ..: - . � , ..
<br /> ,. . ,,_, ,; , F- ._ � . � ; current codes anc!#o enable the revisions indicated.
<br /> . r�_ ,.. ._.. _
<br /> . . . ,._ .. . ... :: .�- ��: ..�. . ,...._ .:. �`: .j , . �
<br /> concrete ex o e o a o . . ,_� .:, . ..,. _ .. . _.._. ...F. ,r-- .f. �_ _, ._,....,_. • , ` '�.: C�+:'�_.. _• �.. . . � - ° ' _ �
<br /> � ��-�� � ����� ._�. _\ - ,-., p r W
<br /> p s d t weather or earth. Provic�e 5to fo 1 /o entra�ned air. �oFHFao�t - � --� ;•:�.-:.-- --. :,.;.. , :; �.Y :: : Y �, � , , . �` .
<br /> � • • „ "� � : .. � . :..^ _ : f a- LL, V3 ,
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<br /> . - .. - .� � � � �_...,.. ._ -i..,..., . . :."� � _ ..... � . '�. .. �. �. . • � . �
<br /> 1. Detail, fabncate, and place re-steel as shG��vn En ACI Manua( of Standard DO[JBLEPORTALFRAME �����N� A�p t�� � .``'�' ,���a� ; , , , � . , - -�=--- ---��--�-- - ; t APPLICANT: Luke and e t1! ;
<br /> .
<br /> �t►l�t�� .�� . ,-, , . ,. _�k�, ,. , �, l ___.__,.�. , r , , ; J nnifer Longaker, �704 Lombard Rvenue, Everett WA. 9827�. � Z t1!
<br /> Practice"ACI 315. � ,_ E . . : . . � : . , . : ., . , : y -- - Jennifer Longaker cell# 426 232-3039 Z ""
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<br /> 4 t�t't�vtsrnns < ., � �
<br /> � 2. Concrete of o 10 i � ' ��� .�. . . . NEADER PER PIAN . . . . . . ,ha(I .b� rn�� �� �� :���, � � � , � � � �ti �,,�=;� � .- �_ �, � F-
<br /> f l w ng 28 day strength. .. . . . . . d� ��r tFic contr� - - . � ��, � ;: ��� � ����� ��� - �
<br /> �
<br /> `�, c �
<br /> . : �
<br /> I.�
<br /> .�. . . . p � water �! and dral��ag� of surfac� � ', � . d ���J�.� i� � � Q
<br /> ; , around buildi r „ ,. ,, : ` -..._.�.�._� __ __-_�wY. _�.�.._ . o �-
<br /> '° [MIN 3'z 11,25 NET] . . . .�. n�� b . ��t�e . � . ,� . ' , , � ' __� : .• � ; 1 CONTRACTOR: Morrison&
<br /> . . �.
<br /> , a. fc = 3,�00 psi, 6 sack cement per cubic yard. � . ,. , Y g r,, dr:�,r�. Im��, �nlets�t�n { .' � � : � ;- ; ---,--- _ . rison, 5825 West Fiowing �.ake Road, � LE! J
<br /> s . , ___ , : Assoc /o Ted Mor
<br /> , . ,_ . .. __��j• basin� or ��her arF���-� d catch , �. .�_ , � ., _.�� .�.:_ ; , /
<br /> b. P�laximum slum 4 . . . , n_v�a�,r� dr,� � , -{- , t ; - � . / ,
<br /> ;, „ i,` L . . .: � . . ; ; „ , �. t/9
<br /> p h- . __ ..� t , _ :� ,;' � Snohomish WA 98290. (36U) 568-147�(H1 (425 5i2 5749 Ted Nfarrison s cell � � �
<br /> �.. }1r' .. �f - . '4 '. � i . , . l /f \ � � � Q
<br /> c. Reinforc. _ _ , _ ,��i . � ' -�-i. ; . �' asr�ag� strucf,;res and s,t�all be in"stalfed ' � ,.- . ,'=���.�-_ � � ;;, � , �sG�; �..._: ; � : ; - E- Q
<br /> <f �1 •�I I f II � , . ��. , _ .� . � ._ �
<br /> �ng ASTM F� 615, fy 60,OOOpsi for#5 and larger, fy - 40,OOQ �h�re �torm v�rafier dispasal cann�t I�e , � � � . : ' ., `� , ; °;: � ,,..,. .._ � , : �;,`� �-- `�C - � -
<br /> ; ohtaar��� �N�thou� �he � P �.'., ,. �� , �,
<br /> for#3 and #4. Smooth Welded wire fabric• A-185 f = � �,;; ,!I I TOP PLATETO HFADERw/ I !'I' where er � - �r u��� or � . ;_, . . �`° ,� . .�P f . ,,r, : � � _ W � � m
<br /> �-
<br /> , ASTM , y 75 ks�. r ; I E � „ , Qs,on cannot be . : . ., .t-.. ..--_,. �_� _._. --._.._. _; -i.. , ,, � ;� , ; , LOCATION: 5701 �ombard Avenue, Everet#Washington 88203. W � �
<br /> (2J ROWS 16d SINI�RS @ 3 a I I I' pr2vent?d t�y finish �rading ar�d I� ' ' i , � . � ' j. � • � �'� _ ��
<br /> �-r�ting: . I . ,:- . : � � "� - 4 r � _ I = „,� Z
<br /> 3. Cover (Clear Dimensions) 'I'1 f I I•1• �r�' �^�ell� �hall r�ot be irt�tal(ec1 . • n; � : , �' ' ; ` , i ��' "r f , 1-��,
<br /> ` .. .. . in are�s wi�2re ftte �,.,.�. •. , � �<.� , ; _ 1, , , �-} . ._, , � C ;� t/) 9C C7
<br /> �
<br /> .v�t �s r��f 4vc�9 . � . �--, , �, ,C� : ��' LEGr4L DESCRIPT�ON. Laurel Heights, BLK 'i3 D-00 Lot 6 � --
<br /> a. BeamS, calumns, and exterior faces ofi walls, 1=1I2" �,� •� ���� LSTAZ4�STRAP OFPOSITESNEATNiNG � � � � �Ya�ned ar�d or oroi�s. .Q ( q /�/ �/�
<br /> r� .. . � . � .. � � � �,D .i � f;�" � i�: . 1 � � 6i /�q, Li V/
<br /> b. Vertical faces exposed to earth, 2". !; •j•j �•�• [SHEATHING FII.LER IF NEEDED] .�.� �.�. / ".` , . _ � ' J `f ,
<br /> 4�y, °
<br /> c. Bottom of footings, 3" clear. '��� �'� . ►I 1'1' _ � � ` , -
<br /> ! �` �.,�`, � �� C��` �' 1 : =:. '� � , TAX PARCEL#: 00495$0'i 300600 LOT 1�►RE � � Z � W
<br /> d. Concrete not ex osed to earth or e 3 „ r,.�� � '�'I Cf' FASTEN SHEAThffNG TO HEADFR Wj�}i 8d., .l.� �.�. �� �ra�firz� sha91 ae rov` P • t. , ; ,;�7 �` �. '�` + __ . ', i ? A. - 9642 sf � s. (d)! C,
<br /> : p w ather / . •E•� �o�, . � .. . , � �d�d tr� �r��:ure� � : �� , �} � J o, � -:� , ,
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<br /> .. .. ' +-° I- •� �. , ` �
<br /> ' 4. Provide stan�lard crack control joint on all slabs on grade using maximum �,;Q�� W�m •I•� �•�� GOMMO N OR GALVANIZED BOX IN 3 GRID �► �'�' ._.� , '� ; . , ;,... ...,� <'-- i.AND USE/ZONING: Per�it of Everett L�nd •
<br /> � . :�1 �i✓er,ion or �f� �C �Vra� �rarr� buildin�� ' ;y ;,, ` _ �r , �,
<br /> FR PER PATTERN AS Si10WN A�yD 3'oc IN ALL � I I I � � �at? � y USe Ctide, R 5.
<br /> � `�° c�, �
<br /> dimension of 20'-0" unless otherwise note�. V�rif� crack contro!joint 9p� PLAN �I'� FRM'G ST.UDS BLOCIGCING AND SILiS 7YP FOR A PANEL S�IICE ! (b) t�revenfio �' j,. � ! �f '
<br /> . . . ���� � � t " • � " . , ,
<br /> � . ," `
<br /> lr •�-r • =--�•�� n �f sianding Urat�r ar�c! s�ia .�at�rafi.r��, �.�� � "
<br /> deta�l. Slab re�nforcing shall be WWE 5x6 W1.4 x�N1.4 unless noted �•.; .I•� �:_ [IF NEEDED�,PANEl. .. .. , � � ' � � , ��;�����¢��� ; , ; ; - `" *�, , � NG COVERAGE; L.ot caverage aliowed is 3�%. Building covera e existin is 899 �
<br /> - . I I I I to stru P � � � BUILDI 9 9
<br /> CtUY S �(1C� I0� U5@,
<br /> otherwise �- ' ,!I I,l; FRAMiNG PER PLAN[MIN(2}?x4],rn� ���s�+�.eE '�'� �'�' : ' ' ; ; ; ; , � ; -- - ��---� ; '� � , f � sf existing house area, 435 sf of existin a�a e/shed far a to#al of 1334sfi=
<br /> , . ,
<br /> � __
<br /> .
<br /> 5. Lap all field splices 4� bar diameters. Ber►d wa!( and footing bars 18�� ,� �,� .. {.J Th�t natura! dra�n�ge channels or ° i �; �°'� C��"�'; ' , "� . �� %' , � 13.83°�0.. -
<br /> BIOCI�D,AND pCCt)ft 'I'I I'1' � . � �`` � 9 g 9
<br /> .. sin� �r� r�� �c�cked or � -
<br /> �"MIN THICKNESS WOOD SfRUCTURAL WiTHIN 24"OF MIQ- .. ftlder�, ' ' : ' �:� > � _ � ' � �
<br /> around all corners or use carner bars. �;,�� �,.�.1,4�IF�j�.��� : ���d . 1 � . .,m Nevy{proposed)coverage: Existing ta remain 899sf, new addition area 924sfi
<br /> ,� � , PANEL SHEATNING HEIGHT.ONE ROW OF - ''; ' _ �
<br /> ' � � �-----_-=- - ; � , new west porch area) is = 80sf far a total of 1895sf'19.6�°Jo covera e ofi e
<br /> .. ' ' � l�s��[`��°:. � �
<br /> �' � � � �� - �. � g �
<br /> .
<br /> d
<br /> 5. Dowei all ex#ericr pro�ections to structure�Nith #4 �ars at 12 o.c. hooked � , TYPSHEATHINGT4- , ( ) �rov�sirans for the.,dis osat af wr��e�r frorrt� �o�, ' ° ; .� . w_ _ . �- ; _ t�t�{,�. � �z
<br /> �- 1 9642sf lat area. Setbacks required are 20n front and 5' sidE and 20' rear yards. i �
<br /> inta wall. �. � . STIiD14 EMBEDDED FOUNDA7ION STRAP (e) Protect{,r, af a(�o�,��r�� p� � ' , ����''��� (� : � s�" ` � � I .
<br /> FRAMING NAILI�J6 IS 1 � p�� r� � • .; ,.�f
<br /> 7. All wood forms used for concrete in the gr�und between foundation sills ?; INSTAI.LED PER MANUFACfURER,TYP R���Ep - �,�2.1�E�/��.,�y � �_ � 1 Height 35 ft, praposed heigtit is 25 ft. '���
<br /> � I
<br /> and the cr�und �hall be removed. ,'; tF 2x��.oC�NG IS f �� 1 � •
<br /> 8. Provide ad 't'o i r .- %"�ANCNOR BOITTHRU 3}2x4 MIN PIATESAND , (
<br /> , ,V .
<br /> . , ,
<br /> .
<br /> di � nal inspections and or test.n� as required per code or local ;, � � usFp,THE 2xq s MUST �� �UILDIl*t� rS i�i�T ��SI'I'I�NEL�;�_� � ! L�; • ` ° ��, 1MPERVtOUS AREA: 3409 sf existin area; 33.36°10 of total lot area consistin of C� 'n ,
<br /> � ;: EMBEDDED 7 MIN IN FOUNDATION w/ � ` ' . - = I �� 9 � / cD
<br /> ' � ; ..��. • � `� ; 24 sf of house at eaves 9 s z p
<br /> buildin cie artment. I�f indicated and/or r�: uired the owner shall _ BEN�ILEDTCGEiHER ; INDICA'I'�I� DI� ���R�V�� SIr�'r ��,A�. - � {
<br /> � � � , � � MtN 2"x 2"x' °PtATE WASHER 2, h�')�u.� • ,., n� �russes 70 �z �psigr;ed ;', _ ` � - � ;. :, , ! ( ), plu 435 sf of garagelstorage, existing grave! ,G• r-
<br /> { g
<br /> designate a testing lab for concrete and/or concre#e reinforcing placement. I ' �6 ���r!t.�� � r� � 4� - -�. .y% - �
<br /> , u � . �- � A I�Ev� ,,�r� PLA�t ���tALL }�� ��7��aht� - �° . , _,__ . r _....., l i � , drive(apprax. 1220 s� pius 830sfi of existin atio and walks. co
<br /> , , �, _ ��1 �Irativing prepare�i by i , y; -. _ - � � � 9 � � Z o
<br /> " � � . -
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<br /> :, i. � ' , TEI�. T�iO �'U12'I'�-I�'� Ir(��E�"�'it�1�IS S�VzLi� �
<br /> , N .... -�$� 3ir;ensed structural _-�_
<br /> MI , , , �. , ,. � �_ ; : , � . .� .�� ' � a i""� : E ___ .
<br /> .._ � Q N
<br /> � , _ ���-���1'��,�: _,.''�'E�,�.....- ;^ :��l�1 �4�'� Proposed impervious area• House at eaves is 2150sf existin ravel d i �j -� � , . :
<br /> D. TIME3ER FRAMING. Per R 502, R 6Q2, and � 802, and structural calc s. ; �E�Av� Urt rz��5 �x�J�cl u�d'�i�. �1��, . � ,; . , : - 1 ; _ . . . ,-. __. _,_ _._ ± -a , e to
<br /> om . . � , .
<br /> 1. C ply with WCLIB #17 and a licable IFZC TaE�les.
<br /> , � �ngineer. � � (-lN�rc����_'� . . • . . . \./ 0.. •
<br /> Pp I��;t� Sf�E�LAN I-IE�„��F�1�.��Rt�v- - : :`..'- �:r ��''°� __ (?�f�-,�`�'�F�t:,. __. .. ,_ - .� _._...__ remam is 76$sf, existin g � a
<br /> �e�V ,Q�.��' � �'` . , �- � 1�__�_ _ _- , -�... g pat�o and walks to remain is 830sf, new concreteV
<br /> 2. Schedule of lumber radin " = o �
<br /> � -
<br /> � ' _ . � �� � ��i' ? � .---�����--- drive and aprons at 1430sf and new walks at 'i 04sfi �otals 5948sf 53.34/� of �
<br /> g �� -� ' f;� B.Y. ;I'�-I� FU�i�Il'�7� i'U�LI� �'ORKS � . _,_., ,f.` _ _� ,,:-,� � d�j�`-�`�'_�:-- s= �;; `�'" � �
<br /> -- � , T�EP'i'S: , ' = � './ ., ,� ; ;�J� , �; ,, � lot area. _ dd�dl Im�ervious area is 1739sf "
<br /> a. S�uds and p(ates: Hem=Fir, standard a��d better. - � -��----•--� y ¢a �� I
<br /> -
<br /> _ . �:' .r _.:._, *„
<br /> � Tota! new(a
<br /> b. Joists, stringers headers (to 4"thick): �iem-Fir, No. 1 or DF-L R�o. 2 or
<br /> ° � . � � �==a ,
<br /> I , ' s ; �. � .�r �u
<br /> W rr ,
<br /> better. _ _ _ �. , , . : : � � : ' �. __�'�P��'�_��t�j r�:r-�--- � � 1 ' , OCCUPANCY CLASS1FtCAT10N: Per 2012 1RC Grou R- � '
<br /> _ , � - :
<br /> 4 � , f ; , P 3 � G�
<br /> ` , ;. .,
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<br /> „ ( { y` � �i ia o�mers responsibilit� �a �sid�il�s� �r�� ss�;�b 4r� � � • � � a 111�`��C� {i!��� . � _.: .�_�._ � �-,.- _tO
<br /> c. �earns: Douglas Fir-Larch No. 1, up tc� � thick. �1 �tt�t� , � �� _ . _._ : I , u, ;
<br /> . . . _ _ _ ^ __.y.;�.-- _... . _ .. �w __ ._., _. . . .,, , . , ro arf lines. � i . : ,. I �
<br /> d. Glu-{am bea s� _ . _ ; � �- . _ _ , . A � y , .._. _._. - -. � ;� � �' � n , . , USE� � • • U co N
<br /> m . Combinat�on 24F V4 for simple span beams, and 24F , � . �, � _:_ '��.°�;� , . � , , , : � { :���P _.,�t,�,��__._..::,_ ; � ; . Current Use, Detached Sm le Fam�l Res�dence �
<br /> � -�', ;.� , __ _ _. ___ ,;, _. .,. ,, ; _ __I��'��C ��,;.�t;.� .. . � - � �� 9 Y W o N
<br /> ����--` � �.�':��__��.: :;_ � � ; „ ,. g � � : , �� I , T,
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<br /> � _ - __; _ _ __--._- - -....�_,�� . , � �!".�____..�_ .,�.� �.�'•F������ 1 ,. s ; a f-
<br /> V8 for cantilevered beams. End coatirig required after trimming either � , � � , , � r x
<br /> . -��_ �� __ �
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<br /> . . . . . . . �_ _ _ :. ;� � �. ��--» _ :� s � 4 .�,� ,
<br /> _�_ _. ;�ddl$l�t� � . � , � �, CONSTRUCTION TYPE: T �e - O N
<br /> , . . ...._ in the shop or f�eld. AITC ident�ficatio�i mark requ�red. � i��'''��.�'"`��_. _ _ _ _e:___. _ ��__�___._ _...�_� _._v:�. .. �I ��!"� ' � ; , , rk�. , G � Yp � B = -
<br /> 11$��!'�` � ����`" - , �, 1 � U o�.r
<br /> � � ��� � .� ,.� .�
<br /> q ��;. �� � `. � .._.,: �� � � � � � ; � ` � �
<br /> .�.� _ _ � . . _
<br /> � � � � � � rio �,
<br /> �� �sa�'�d , r � �3 L�c��"�K-
<br /> � -+� . ��-�N��dN� ��:: WORK UhIDER OTHER PERiUI1TS: . �
<br /> 3. Plates anci other memlaers in contact with concrete or masonry shall be ��r �'�ji� p�-�•��t �.� �nC��d�• i j� �
<br /> pressure trEated psr IRC 317.1 with fiasteners per 1RC 317.3. _� �� . } � �� j ; : ��� � k � � ,�
<br /> 4. Plywood: _ i " E�I�"i�lP�� } • : �_:< "� � .,, � i ' ' W 1 ; � �_
<br /> ,; a. A!I plywood shall be placed with face grain perpendicular to supports ; � 5 Also see Sheet A-6 S M 8� E Sheet) ' �
<br /> E ERGY NOTES: Per WSEC 201 ( � � -�Ar������' ! � �� , � � � � � j ��� �, CUTtFILL: Cut; Footings and slab areas at new addition, and r�ew front pc�rch ,
<br /> �l l'�A j ., ; ,
<br /> and continuously pver at least two (2) :�upparts. Center joints ; 1 \�_ � ��� , , �, � _ � ; �' �, � � .� foundations, and rear drive cut= 52.89cubic yards.
<br /> � 11��1"i�ir�i��� C7 c� � � `�-` , j ' �`
<br /> , ,
<br /> • , �
<br /> accuratel over su orts sta er the E.nd 'oints of the �anels to • � � , �{: . � � . �
<br /> -- Y �-� pp ' �g - � - - - 1 Envelo e roposed: a. Ceilings; R-49 batt insulation at flat areas, R-38 at vaulted single ,� �l����.���� � , � � ,
<br /> achieve a minimum of continuity o#join�s. Block edgss where called for , p p � ; . � ' ,� Fill; Under slabs reuse footin cut materiai and 10c
<br /> rafter framing. 1n � � ; I �' � � 9 y gravel.
<br /> on plans. Plywood shall have APA Gra��e Trademark. ,: : F � � ; � . . --
<br /> �� . . . , b. Exterior W l�; R-2 �,at�[lsulati Cs�,,/--�,.,,,,�---���f�-``�'�
<br /> b. Use 5/8 extenor;plywood (GD) fior roc�f diaphragms with 24 rafter �oors over unheated spaces; R-38 batt insul. (Table 406.2 Opt�on ��,�,�;�,;;,,,;k�, ���';�,��;� �;���;����� ; ' , �� � �;<' _ _ ,: �' � � � Total cut and fili� a rox. 63 cubic arcis
<br /> '' Cj ; � � , � , PP Y
<br /> and/or truss spacing. �SB of same thickness permitted per approval 1a, WSEC..2015) i��`��� �r�����°��) ����91��� ' �• ' ' a.� t t ' �
<br /> �
<br /> ' by ArchiteCt. ' d. Windows: Vin I sash, double lazed low"E" U=0.28 O tion 1 a ��� � - - � ` . � + � _ - - - -
<br /> Y 9 , ( , _ P �� �9�� ��J,�� , . . - -;... � �_ ` � ,_
<br /> ; � ._,
<br /> c. Use 1/2" CDX (APA) plywood at vvall s��eathing. 1/2" "OSS" permitted if Table 406.2, WSEC 2015) visible trans. _ .58, heat ga�n ����,����� ��. ���.� ��:�, f • :���=t� ;� ° E #j ' ,
<br /> ;; _
<br /> � �����c �F ���►w���s
<br /> approved by Architect. A submittal is r�qui�ed. coeffcie t- . 4) � ��� � � �:-•� ; � � '
<br /> : .�.�'�� . : , Gi�I�E<�tv-� �, � �;
<br /> d. Use ply-clips at unsupported edges of��lywood at mid point of spans f. �'erior doors: =..13(R-8) m�n. „ „ _ s ,'YJ , •� ,fa - � � ' _ ` ; , _� . � � � ,
<br /> exceedin 16". g.Skylights; Vinyl sash double pane, low E ( U -.50, f� �;L�1{,�i�dr� �� pt, , •
<br /> g . � y � � . _;... _ , . �,�;�C�. �fiC? �`�.'�t�3iC�i�� � ? � . � C� A
<br /> �� �� isible trans. =.77 or"so�o-Tube"type per owner&WSEC ' S -i r, .� =•,�ti�l�re�1 �� ,���� , ,0 �����$��}.: �. . .� T E i � A 1f8 CAP SHEE1", VlCINITY/LOCATION MAP, �HEET : � c�
<br /> e. Nailing: Walls, 10d at 4 on center at p�nel edge and 12 on center in � ) , - �.� �a,r��y �,��;',�';�•-�� �,,. . . r , , .. ,:�.-; R �, ,: ��-;��k���- �?-��'�. ._. ; � '
<br /> r
<br /> #ield. Refer to Table R 602.3(1). Standards. If se/ected per owner. �� -�- -�wl_1fl_��� �,��j���?�,
<br /> E: � � INDEX PR4JECT INFORMATI�N SITE PLAN �- QJ � cs°
<br /> � :
<br /> ��. . . _ ,.�, , ��'�;,�.�-`l�� ; ' C T' ' "'C3 .� �
<br /> �,, , .
<br /> ° -�.�! �' _ { � ' _- �TRU TURAL N�TES PRQJEG NCaTES ► �
<br /> EZoof: with 1/2" plywood, 10d at 6" on center at edges with 12" on ` _ - �`�_v_... , s ;
<br /> 1. All lazin shall be dual glazing, low"E", with vinyl or wood sash. Install in strict � s� �
<br /> center in field. 9 9 . , �'� ; r . ----.-. ; � �.f -=�3� - � TEMENTS .
<br /> __._
<br /> _ ' ,r� ,, � , .,
<br /> � . � __ DESIGN-BID TA � �� ��
<br /> . � � �� compliance with manufacturer's recommendations and or warrantee requirements.
<br /> s
<br /> ' Floors: with 3/4"T & G (min), Glu� and nail with 10d at 6 on � • � � exterior walls shall be sealed caulked, and or a° � . � ; ; , ' �:: � " " ' x '-- - _ � _ _ � �'- �
<br /> . � '
<br /> o ,� � • 2. All opernngs and�oints in , , rZOPANE i��1�1K�, HEAT PUM�'S,�i�� __. �,..,�,,
<br /> c..nter at ed es and at 10 on cent��r in field. . . . . ; � • , , / .:�,,.__._ > :---_.._.:-�� .___:.. _,s_�,.��. _:.,. r...�:-,. , :,-t�.. .�-�----�---� , � . . . _ , .w.. C3 �
<br /> � weather-stri ed all doors)to limit air leakage. �THE��QUI�P�IE�1T O�t A�Pl1RTEPIAN��t: ----����� �- - _: ,;- � _. _ ,. ; - !;' A-2I6 FOUNDAT(UN PLAN, FQUNQATIQN QETAiLS , � ?+,,,,� �
<br /> PP ( .... ._:.._.(c�,.C.�t. ; � „�,�,
<br /> 5. Fire-blacking, draft-stops and fire-stops sh:�ll comply with IRC R-602.8. p h�AY N4T�� L�CA�'�U IN TFiE �f�UNT
<br /> , 3. Provide an approved vapor barrier installed in strict com liance with manufiacture�'s ,
<br /> � ,, m `� , . , , � �'
<br /> 6. Nailing shall comply with !RC Table s R 6(�2.5(1). STRUCTRU�4L SCHEDULES �'
<br /> recommendations and or warrantee requirements, in enclosed rafter spaces, extenor �tJD �IDE SET8t1CKS. �fl�(�PAN�TA�1KS ;� , , � . � � ' ,}��, � , � � .C �
<br /> 7. Framin accessories and s#ructural fastenE�rs shall be as manufactured b ncQUI�E AUDITIO�AL F'��MI7S ISit1��i 1 � ' �:: • . "� . . ' � �? , ; ; ; � �; �{ � �
<br /> g Y walls, at special ceiling coatings/installations applied directly to the underside of roof �
<br /> ' . . . . . . ed o the drawin s. [3Y THE �VEftc�'7 FIFt� DcPARI"MEN7 ' ,� ` � � . ` . ��` .� �����''�,{ :- _l��=:c�, - ' `��l : ; --.� � � �`� , _ A-3/6 MAIN FL04R PLAN, ROOM FINISH SCHEDULE & �- ..�i
<br /> the Simpson Company (or Structural Engi�leer approved equal). Attach rafters, at the crawl space (floor insulation), and slabs if indicat n 9 � , : , , , _ � ,�_ :� ., , } , � � � .
<br /> . . . . « » . . . . �� �oints and carried u to the 4 RI�R TO I�1ST�!LATI��J, _,. ,°''� .. , .. , .�., . � . . �1. � C�-�.�r�v.11 ��.: � r_�..I..��: �`:-,7. E �
<br /> �oists to flush headers and beams w�th S�mpson U series�o�st hangers to 4. Provide 6 Mil black visqueen ground cover, lapped 12 at� , p �,� ; ;� �.: �+�i - `� �j,�"'� _� ,� ,� �,.�, ` � NC}T S, D04R/OPENING SGHEDULE & NOTES _ ,,,,_ '�3 �
<br /> _. • _:....�..__ r--- -�: �., ___ -� . _�:.` _.._.
<br /> _. .._.__. �_,�.� ,
<br /> suit eac!�joist size. Provid� sotid blocking at bearing poinfs. Provide four�dation w II.�.,��.�-���-��:.,�:r,,�<-�"`��.--��:•-��'��'� �---- -� �' ;�-�,,� p�}�/�p_��?P,...�'i�..F 'j ; : ' (NTERIOR WET WALL ELEVATIONS 7 NOTES .. � L`3� � � .
<br /> double floor joists under all interior walfs th�at are 50% of the joist span or ' � �5. Showe�heads and kitchen sink faucets shall have a flow rating of 1.75 GPM maximum. � i.`,� `�
<br /> greater. All other lavatory faucets shall be rated at 1.0 GPM or less. q 2'G�`� ' �`� � '� � �
<br /> $. Manufactured Roof/F{oor Trusses: 6. Provide Whole Nouse Ventilation per prescriptive option#2 (2015 IRC) Intermittent ; A-4/� UPPER FLOOR PLAN, UPPER FL�OR FRAMING � �� �
<br /> a. Manufactured trusses shall be certifiied by an inspection firm ' ' Whole House Ventitation integrated with a Forced Air System. Per IRC 2015, M1507.3.5. ' T V11AL V ,
<br /> ; ,. . ,,� � ^ _-, L� � AN, [N L ELE ATIONS /r
<br /> acce table to the Buildin � i � ' ' � ' � 7. HVAC equipment shall be sized no greater than 125% of design load minimum rated PL TERIOR !NE
<br /> -;.
<br /> , �.
<br /> p g Offic al for tt�e lurisdict�on involved.
<br /> __._. ������ ✓'' .��- : , -
<br /> ..� (```-
<br /> . `
<br /> b. Prov�de manuf t � output of HSPF 9.0. Thermostats shall have a height set-back if se ing more than one �•.t�� ���, � FF�AMING DETAILS
<br /> � �`1' 4°,� M� `�
<br /> _ .. ._- ,
<br /> ac urer s data upon request. L-----t__...�`�-_.._�� __ �-�' - , ��;,� �i.�- ._.___ � ,_._b_.�.�__ __. _ _ - ---- -- t Y � � -� �
<br /> aP��,_����.�� .�� � ��� 1
<br /> �._�, _._. _..�_ �
<br /> . c. Handle, store, and instafl trusses in strict accQrdance with a� a� A 5/6 BUILDING ELEVATIONS ' -
<br /> � 8. Water heaters shall be labeled as being in compliance with the applicabfe code � ' �;_
<br /> man fact rer s .��r�.�%�w�_ :_ �: � -�'3 '�( �.p
<br /> u u recommended pract�ce and/or specific instructions. � �,,, �
<br /> � d. Provide Sim son A-34 or • • � standards in effect for the jurisdiction involved. Water heaters located in unheated or � ���.. , � '� �
<br /> p ( equa( per m��nuf. rec.}fram�ng device at � � � -
<br /> . partially heater spaces (garages etc...) shall be installed on a non-compressible rigid � C?+,�;�� p�tG!"__. , � ,� A° ` A-6/6 BU(LD(NG SECTION�s WA1.L SECTIQNS, �T'AIR ;
<br /> each truss, strong back at unsuppor#ed gables, and solid blockJbrace � � - - > -
<br /> � with continuous 2 x 4 (minj afi two loca�ions (min) perpendicular to insulation pad (R-10 mm�mum). p ,
<br /> 9. Fireplaces shall be installed in strict com liance with the VIAQ Code, and other -, �' J ,
<br /> ._ _.�_ __.._._. ....__r_ sEcr�oN :
<br /> span. 5ee Item 8c above. F � ----__. __ __ _ __
<br /> applicable standards/codes and O &M data provided to the owner. Outside combustion � ° ' - - �E
<br /> .
<br /> j , , ` '�.--�-.._ 3021 REG1STERED �
<br /> air shall be rovided. ET
<br /> p � ; M&E 1 ELECTRI�AL, PLUMBING, AND HVAC �c�iTE�,' -�
<br /> , - �` .
<br /> ,, � �----.,�-,���.`,,��--�.�-�•�,...----�..0-''�/'-�f ��`�, _ . ._.__
<br /> . � , �j PLAIV� & DATA ENERGY CODE
<br /> '- � Ener y Credits selected per 2015 WSEC Table 406.2; Small Dwelfing Unit: 1.5 credits `'� /� �, { ` ,
<br /> g ' � � --.! I L-l'�! �t._. ' �. . �� ��
<br /> � . . . ,-_____.______._______ . __.�._ . _ _ , _! � _ _.... ._ . ._ .._. ... ._...__....._�. � __ . � �OMPLIANCE �AT.A t!� & E AND `��" `��%� `` � f��'
<br /> required peradd�tion less than 1500sf. -___ __._.___._�.._ ..._,__ . '
<br /> _._.. _ ._w__..,__.._.. ._ ....... . . .... ..� , s Nlilliam C Brockwayr�I �� �
<br /> Efficient Building Envelope 1a, 0.5 credits .�: , :��,4� _.....�_��....�,..._... �._,�_. . .. . '. 4f �.._ _ , , HVAC BIDDER INSTRUCTIONS sTATE OF WASHIt�tGTON e ,'` �
<br /> High Efficiency HVAC Equipment 3b, 1.0 credits
<br /> � , ��-�-1,� ' -.
<br /> Efficient Water Heating 5a, 0.5 credits Total Energy credits proposed; 2.0
<br /> ' ' Jt�Jr'�J�Q'� ,
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