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<br /> .a�..�. <..,..o- �: 1 11 �t �����n - - .
<br /> - �" Existing 7�"�c'21" F3rick .
<br /> ` °.. °:' 3 �lEW Cr�wisp�ce Fireplace to be Removed. -
<br /> 2'-6,�
<br /> _.�:� �..�<� : A-5 Access 16x24 ,� -
<br /> < •. .�..,.�: Q.y:.�,_. .p �:e SAFETYNOSWG _ — —� _ PCO1/IC�I� (l@W 6 S��IT�W�II
<br /> _...a. �' :, -. . ' . .. . EA.TREAD/RISER �.� and footing as requirzd p
<br /> r
<br /> 1/4" _ �� - � - — �V
<br /> , g � .<.'. a . � SLOPE�s' � r` � — — — — — — — — — — — — � � — _ — � � � � v ^ � —
<br /> ' � �'' - ` 19- i i - - �I — r — — — — '_ 'o�`: _ _e _ �'' __ —r' .
<br /> .4'.
<br /> '4 ;a` .. <. " a...,'� � 1/2"EXPANSIONJOINT � �-7.. � � � j_ i 3 ` � al � — — � '� — — — — — -- — — — — ^ — — — — — — — — — — — — — — — — — — — — — — -. , ¢
<br /> .'\. : a r ,
<br /> : �� � � } CONCRETE WALK � � � I i '-- � � y — —� — — � �.—� .'. I Q
<br /> :a; �.� �� :..: X = �-m � � �� ' � � —2 Rimjoi�t ( � � ` ��
<br /> �< . �- 4� �
<br /> s��xs��W1.4xW1. �< - d � - li7 � � �p �� — All wood ex osed fo v+�eafher � � �.,,_ m
<br /> w.w.F. .�.:a�.�� <.� .- _< e_�: � ( � �- �N ,�V2. 2F� o p �
<br /> V
<br /> � ° � � 4 . ,;. : a � a or in contact with concrete to F1.5x
<br /> EaR '' .. . �a. \ I � � � � be pressure treat�d or cedar. Hang PT jsts �r� „ � � � 2 PT� Q"'� �`�
<br /> : I � � _ � _ _ _ PT 2x� Ledgerw/(3� 1/Z x4 1/2 � � � ', �� � ,��2
<br /> • I ( �,•� - — — ,� — — — - L�� SC�EWS Lt 7 Z" oc t� Ri Joist -- �- -� o
<br /> \ c� 2 12 �k' -� � per cltl 2/A-5 � I I �' � .
<br /> . � Catd � 12F� � � � �: � �x � .
<br /> I ( ° b n e�istin ' PT 2x6 `v u
<br /> � �is �r tt� xisti�g � N-
<br /> 32 � � �- � 2 12 � �� o existin �' 16"oc `�
<br /> 2x FJ. 10d 6 oc � � � � �� � ��' o
<br /> CONCRETE �TEPS I I � ���g�rld � �xistinc� Cr�vv����ce crawlsp �e E I . I �
<br /> � -, � � 6-M{L �LACK PLASTIC VAPOR access
<br /> � � � � � 1 �
<br /> rep�ir existing �s required � � gARRIER, WALL TO WALL � p� z
<br /> � � � � W/ 12" LAP @ ALL SEAiU1S � � � <' 2$T � ��2
<br /> � � �, � • �� � � � f � ':' ( �—J
<br /> Decking PER PLAN I ( � Exi�ting C ncr�e � cy � � I � :.:; ( �'1.5x z
<br /> ,� Fo��ndat pn all 0 12 � �
<br /> �, � w Fn ting � ,� I INew � •` � �4 �
<br /> o � o Gl � � � � f � � W � Fx12 ;`� ���� Q.,
<br /> = m �-- — — -- —�•— -- . . � :. d-
<br /> � FJ ( �l J—�� ��l 1 ..,.o. �- -� �- - �„ exi�ting 2 2�2 beam�.. ,� � ..,e �.o.� �.. _�m � � (16°oc � � r , z .
<br /> �, — — — — _' — — � � ��� � .z... .. � .�� � � � I �-. I � � O
<br /> {r3 L� ' E-- I—d
<br /> � � I I l �.: I/ � I�
<br /> (3) 1/2"x 4-1/2" Lag � � �xisting p�sts and footing G(
<br /> Screws @12" OC (Location� are shown as approx.) I I _� __I 4 0
<br /> � � A-8 �
<br /> Hot Dipped Galv or ���(a�� ��j��j�g I I � � � . � w �
<br /> Stainless Steel w/washer � �,av�r�� ,���� I I �xis�ing 6° Concrete � � � �� � � O
<br /> 4" C�ncrei Slah Foundation VVall on 12x6 a- W
<br /> LEDGER ELEVATIO�1 r ���" ���� ���d fill I I �.s _ „ „ „ . Foo�ing I I I �.: I o �
<br /> 2 � � n/lin. 3 x3 x1/4 thick hat dipped � � � ' � > �
<br /> _ I � galv. ����i pl��� �nr������ must � ( I � c�
<br /> `9 I I beusedoneachanchorbolt. r - - - - - - - - - - - -,- - - --� �— J ;
<br /> � � , - - - - � — � `
<br /> : :
<br /> ,�..
<br /> Sidin9 � �' � � �- - - - - - - - - - - - - - _- - - - - - � � • .
<br /> Floor Finish Building Wrap C� ( ( '�� � '�
<br /> 3/4" plywd shtg 1/2" CDX Plyw'd Shtg � � � �� x 2�" Dowels to match � � �
<br /> Joist(See Plan) 2x6 Studs @ 16" O.C. � �'� ( � ne�,v foundation oriz. � � _ 1 � Q �
<br /> R-30 Insulation �ockin R-21 Batt InsuL — — — — � — — _ ( reinforcement. Dritl and ( � �.g u; A-5 � �, �
<br /> g 1/2" GYpsum Bd — — — — — epoxy w/4 min. embed ( I � � � �
<br /> I : r � I TYP 4 PLACES ��� � �(
<br /> �� � � T � _ �
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<br /> � 6P�ate � � o � L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _> - - - - - - - - �f z � oi �
<br /> �� i i � �2 � � `� - - - - - - - - - - - - - - - - - -.- - - - - - - - - -� � � o � o� c�
<br /> �
<br /> �IM JOIST @J ��� o `- 1 g' � �
<br /> �,, I �� I � � !- i � �., � �
<br /> �. • � � �� 2" Marine Plywd Shtg � � � :. � � �l�w (:�'��I�p��e �� � �. � � � � o � w .
<br /> _----� -- -- __--
<br /> 2X6 IU�UCISIII �- -``��I I—I�i—�� ,- (cedar finish) � � �� � � �c�n�. Cla�s 1-6-Mil Black Pl�stic V� � � �; � �� � � � All Holdowns, Framing Anchors, and W �
<br /> " . �—���—� �(—��� I I I—�i� � � � � � '� w�ll to wall with 12" la� @ al) se�ms � � .� � -� � s�- Shearwalls must be inspected prior o
<br /> . � I I I—I I 1=1 I I I I I—I 11= �. z X „ „ � � � a ta covering anci must be instal(ed per a
<br /> ' .. E �II I (=I'I=I I I��I'=I I � ( I � 14 x9 Venf, � ' ( � o � SW schedule.
<br /> — I ,°� I New 6 Conc.�tem vvalt on � � PLCS. � '� � c� v �
<br /> � �� � ' t,� � o
<br /> I L_ _ _ _ _
<br /> 12"x 6" Co�c. Foo#ing
<br /> �A1�TILIEVER DETAIL � — - — — — � — -- �— � — � - - I- �
<br /> . T —r . .. . _.
<br /> �— `_`.--__ _._'..:.. —.Y.`. __� =a`- - � �;:.� . .
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<br /> �... ' . :.{.:: '�-- 1
<br /> 3 - - - - 4� - - - - - - -�i�Er/1/Crawl�p�c�- - - — - - - - -� F1.5x ������: �, w � v
<br /> O ��� access 16x24 �THD8RJ �' � 1/2" D1A.ANCHO�BC7�T SPA�ING(I�1.) o z � =
<br /> J � �
<br /> Under Fl��r V�ntil�tior� � �1 � F �c�on � m � � N � . .
<br /> Existing 6" Conc. Stem Wall �n 12x6 FTG ;� � p d- �'
<br /> 1. Exposed earth is covered with a cont. Class I A-8 R r or to installation ofi an „ � � � o �
<br /> vapor retarder. Joints of the vapor retarder�hall overlap ��� ��i� y � NEW 6 Conc. item�IV�II on 12x5 �TG Q '� � •-
<br /> by 6" and shall be sealed or taped. The edge� of the floor sheathinq or deckinU ° � N � �
<br /> vapor retarder shall extend at I�ast 6" �p the stem a c.7 �o �,
<br /> wall and shall be aitached and sealed to the stem �����: J
<br /> � z W t>!I °'
<br /> �va(I. 1. Found�tion Drainage. Dr�ins at all side� belovv gracie. E�osting Drain tile perfiorated �
<br /> 2. Faundation Ventilation sh�ll be 1/150sf of under pipe shali b� installsd below�re�to be protec�eci & discharge by gr�vity or � � �
<br /> floor are�and shall be vent�d by openings in perimeter rr�ech. ties into e�stinc� system and into e�asting system. IVIAFZ'rC dIMENl�IOIVS � Reinf. �
<br /> wall. On2 Venf shall be located 3-ft. ma�c.to corners 2.Foundations shall e�end at least 6" above finishzd grade.
<br /> and arranged to pravide cr�ss venfilation an at least 3. Al1 fioo�in�s shal! rest on firm, undisturbed native soii. ����� � ����" �1.�x 18"x 1�"x 12"deep (2) �4 �W DATE:
<br /> two sides.-Openings shall be covered with 4. Soil compacted and free of all clebri�. F�408.5 Remova(of debris.
<br /> corrosion re�istant wire me�h 1/4 inch openings. 5. UNDER F►_G'OR CLEARANCE or Wood structur�l floors located within '18" or Urood
<br /> girders within 12" to the exposed ground shal( be pressure treated ar wood naturally DO N01'SCALE THESE DI�AWINGS 6/29/2016 �
<br /> ����������� �����i resistant to decay inc(udinc� all posts, beam�or girders, joists�nd subfloor.
<br /> 6. R408.� Remolra(of debris. Wrif�:n dimensions�vill have preference overscaled �,� €
<br /> 374sf divided by 150 equal� 2.49sf R�q'd. The und�r-floor grade shall be cleaned of nl(vegetation and organic rr�terial. All�rrood forrr� dimensions. �--�'r f��� ,�� � SCALE: 1/4'
<br /> Min. number of '14"w. x 9" ht. Vents- 1'-4" ea used fior placing concret2 shall be removed before a building is occ��pied or us�d fior any ��_` '��'��,��p�,,�;�'�
<br /> .99x 75% equals .75 NET AR�A �ACH VE�lT purpose. All consfruction rrrat�rial�sh�l! be removed. �� � A� ���'
<br /> 2.�9 divided by.7� equal5 3 REQUIRED �TRUCT'URAL REVtEV✓ ONL � ''a�'' �'"�
<br /> ��' �� � = � �
<br /> FOR COMi LIANCE WlTf-I ;/- '�`'.�` � = := � �"� ,
<br /> � �
<br /> CALCULATIONS 13Y: �: ��'�,,
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<br /> JARNO"I'ENGII�I�EF�II�1G INCo `�:e�°',� � �s
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