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'2 . . • �o �. :,� � r , M�"* r 1 '$. .. . a9 �b � ..¢�� ,#4, . �, . , n ary :.+^ tF "°^y .:. . i I : . . . . . . . . �� . . . . . . � . . � � . . I I eri r ions om & � y� . � ; o � �- � _� [ x s K � tchen General Contractor : . . . � . �e�� � .��'� 4+ '� t ' � �. �3° f�.r ,�. 5 ' "'^�, W . �,t' . .�� ' . . . .. . . . � � . � . . . . . . . � ��... � '� ;,r aC � � . . `f 3 ��` f! a t�" @ � f � G t $ , �r..y a t°' � � . . . . . � . � L � � °.1� t °i �i �,�LJ �' ,� . S �` J � 2 r4' . � � � � . . � . � . . � � . . . . . . . a € . u r � r �" P� .,`,ur,. x _ '� ,�F. � .? � .r .�' 3 -r"" & . . . . . . . . . � . , � . ce� 4 °- - x ,'� � .n rh '• p' 4. � Yt . , l -. : . � � . . . . � . . . . . s � . . � � .. , . . � � � � . . . . � . } ��� s .. : .� ^ E , � ���� � _ � � �, : W ,� k_. Interior Elevations SRE Builders Inc . y g a � � . . � Q � . . . . . . . . . . � . ."4 i . �' � �� .r .t�Y9 d ' PA ,.� �,T' •n � . ^ . . . . . . . • . . . . . . . . �. � 4d 4 :: S "z�`�y l .[ � 4 '\ >� ef f � � � . . . ' r 4.t� x iS {. SI � 4 + y 1.� 4'„ .�.-`.v . '..i 5 : � �, !: _ . . . . . . . . a m � � . � � ' . � f7 ,, a c :� w � . z, �. �, a. , s � ._.? �,.,,;a.,�,,, 'a� �__ . . - . . . . � . . . � � � n . . � . � . � �� E :K� � � � , �t� 2 a �. � � _ roo eat Ro • 97 4 59 C • Laundry/ Mu m Gr om . 0 - 8 5 - 63 . 970 - 390 - 5776 . . �° a `e: f j:. . g^' > .. ; ' t� a .�''k .,,P .�" . n ; . . . . . � � . s , ` } � a� ��, �° " a;: ., � 9 . . � ( � k� � �� „ R �" 3�' � � . .4� � '< � s ;y.d, n y� �t .a . � . � . . . � . . . . . . . . . � . . . . . . � . . . . . , , k � ,m fi . �� a ,� { �� � � � 5 Fi re lace , Stai rcase • a�n F ��s se � � � ` er�* �` f� �ryx �� g ���5�,�� � ��.�, � � P F. 970 - 748 - 6452 � R � � { 4�z,e �M" ' . � �.u� f �4 'S: y . . . . . . . . . . � . . . � . . . .. . . . . .� . C ' 6� � ;&� ��} 4 ^ �� ; ^±� � � �p � • • Release of these .plDa s onOtempl O s fRA�IONooperation i; � , ° � N N A6 . 3 Interior Elevations - Master Suite � q � � s *ey k amon the owner, hls contracrar and the archltecc � }� � t� *� � � � c � µ m �� � Design and construction are complex. Alchough rhe x p � � � � � _ ,�t �T. .f'"`_ n, . r t � - " , e � � � � � � � � � � � . . � � . . . . . . . . . 8 . . . . . � � J �:. � � .:., , r:�' '�".�L . � . � . . . . . . . . . . . � . . . . . . . . . . . � � � � . . . . . . . . � . � � n,.�r P „ - ,. . p`„�� . . p �;A„ r � * , �,q, � � � . . . . � . � . � � . . . . . . . . . . . . . . � - � . � � � . . � . • . . . .. . � . " ' •+ � - � :' � rl� ��� e . . � Architect and his mnsultanu ha�e perFormed cheir �-�+ • �--� • r' /�� .4 Interior Elevations - Powder Room , Struetural Engineer • services with due carH and diligence, they cannot OI � `�i � guarantee perfection. Communication is imperFecq and '/2 Mile I Mile L� �"l ��W� 1 � QII , Typieal Mantle , B �i �IBGL�� � , R WI II � � I �r everyconUngenqcannotbeanticipated. Anyambiguiry � � or discrepancy discovered by the use of these plans shall be � reported immediately w the architect � Failure to S 5 � � /'� r ��I � � � �� ^ �o � � notify the architect compounds misundersranding and A6 5 I n te ri o r E I evati o n s - H a I Iway, Be d / Bath v � � increases construction costs. A tailure to cooperate by a True North Plan North � simple notice to the architect shall relieve the architect O : 970 - 949 - I 970 C • ! �0 - 904 - 62 I 9 from responsibility for all consequences. Changes made '] Q � from the plans without consent of the architect are J OC unauthorized and shall relieve the architect of � �� � � � � � � � . � . . . . . . � � �. � � � � . . � � � � . � � responsibility for all consequenres arriving out of� such � ����, A7e I Speeifications �ha�ge5. Land Surveyor : o �oPYa��HT2o � o THE ARCHITECTURE STUDIO ALL RIGHTS e RESERVED. THESE DRAWINGS MAY NOT �+ * * „ I� " - , „ 11�. 2 Specifications , continued r� „ r� BE COPIED OR REPRODUCED IN I • PI O • � C �r LOC � {r101 1 MGL _ � MQ. I^� LI.II IQ+ PE . ANYFORM WITHOUT THE EXPRESS , P I '+I I OOO �O � WRITTEN PERMISSION OF THE S I FOUn � a�IOI1 PIa, I1 PGGL1� LQ. 11 � COI ISUI �GLI I�S � II1C . ARCHITECTURESTUDIO. ¢ � • � � � � � S2 Structural Notes & Details I 000 Lion ' s Ridge Loop ���� �� ��� � S � te Covera e G ross Res � dent � al Floor Area - � RFA . va � � co � orado s � 65 � , � � : �� �. S3 Lower Floor Framing Plan � � : ; �� ��� �� � . : O : 970 -476 - 8644 F : 970 -476 - 86I6 Lot measures .4534 Acres or I 9 , 750 Square Feet Lot measures .4534 Acres or I 9, 750 Square Feet. Title I 2, Chapter I 5 , Section 2 of theVail Town Code explains that S4 Main Floor Framing Plan � the lot may contain total Gross Residential FloorArea (" GRFA") as follows : . p° S5 Roof Framing Plan � The property is zoned SDD#4. Title I2, Chapter 6, Article � D of the Vail Town Code states that the Site Coverage is For the first I 0,000 Square Feet of Site Area: 46% of the Site Area = 4600 sf E I . I Main Floor Lighting & Electrical Plan ; � o v — not to exceed 20% of the site 's square footage . However, For I 0, 001 thru I 5 , 000 Square Feet of Site Area: 38% of the Site Area = I 900 sf Plumbing & Ele �tr'i � al SChedules � � N a°o this property includes a rovision for 5 % additional , or a For the remaining I5 , 001 thru 19, 750 Square Feet of SiteArea: 13 % of the SiteArea = 618 sf , , , S uare Foota e Summl, r � - �_ � =� P E I . 2 Lower Level Lighting & Electrical Plan ; � � � total of 25 %, Site Coverage . This yields a total GRFA of 7, I I 8 Square Feet for the entire Jot. ' � � � L o The Primary Unit may contain 60%, or 4271 sf, of the Total GRFA and the Secondary Unit may contain 40%, or 2847 sf, Plumbing Schedule , Ra�diant Heat Zone � O ° � o 25 % of I9 750 ields 4938 s uare feet allowable site of the total GRFA Dia r'ams . . . ' � � � � , y q � Existing Main Floor = 1224 SF � L � � �- � o � ¢ coverage . ����s►on� and P►���S►ans to �RFa: Garage Conversion to Laundry/ M udroom = 97 SF �. ,,� . Garage Space: Enclosed garage square footage is excluded at the rate o f 300 square feet �er vehicle space. �th two vehicle spaces, GRFA cakulations may exclude u� to 600 square feet o f the Garage. � � . � � s c Th �� . �� . 2. Basement Space: Total percentage o f euterior wall surfaces unex�osed and below existing or finished grade, whichever is more restrictive, shaU 6e the percentage o f the horizontal area o f the lowest Ieve1 deducted S U btOta I — � 3 2 � S F V � e Primar unit eovers 2479 s uare feet of the lot I 8 I 4 rom the GRFA calculations. The ercentu e deduction cakulations shall be rounded to nearest whole ercent The lowest levels exierior wa11 su ace area shallbe measured rom the mished oor elevation o that V }' .� � y q � . f A � � ' ►f f f fl f /� Q r ' ' � ° o a� s f a t h o u s e , 9 5 s f a t f r o n t o r e h a n d 5 7 0 s f a t G a r a e � a,1 1 C I Ieve1 to ihe underside o f the structural f loor mem bers o f t he f loor/cei lin g assem b l y a b o v e. F o r t h e �u r p o s e s o f t h e s e c a l c u l a t i o n s, r e t a i n i n g w a l l s a n d s i t e w a l l s s h a l l n o t b e c o n s i d e r e d p a r t o f t h e l o w e s t l e v e l s e x t e r i o r L � G L I D �r S C 1 I � ' O � . � � � b,q . �� �� P g ) Wa►�S. . . . . . � c� .__ � � t'11S � the Seeondary unit, eovers I 863 s uare feet ( I 3L I SI 3. Covered Deck Space: Covered decks with no more than three (3) exterior walls and a minimum opening of not less than twenty five percent (25%) of the linear perimeter of the area of said deck, �rovided the ReCY� aI C� l l� Portion Existi n Gara e — 449 SF � � �^ � 9 ` opening is contiguous and fully o�en from floor to ceilin& with an allowance for a railing of up to forty four inches (44") in height and support �iosts wiih a diameter of eighteen inches (18") or less which are spaced no � � � � •► � � p , 1t �'IOUSe � 93 Sf 1t fl"Ot1t POt'CIl a11CI '449 Sf 1t ga, Plge� fOP a. closer than ten feet (10 ) apart The space between the posts shall 6e measured from the outer su►face of the post � Q � U 4. 1/aulted Space: 7here are vaulted ceilings in a good portion o f the Main Floor. However, with a maximum ceiling height of 13'-6" or less, these spaces need only be calculated as GRFA as a single level. • • • . . . . � � o a' G� total site covera ge of 4342 s quare feet. This is LESSTHAN L o t 4 7, A m e n d e d P l a t G l e n L y o n S u b d � v � s � o n , E x i s t i n gB a s e m e n t ( I n c l u d i n g M e c h a n i c a l ) = 1 0 1 8 S F • � L :y '� = V' - � `., the 4938 square feet allowed by ordinance . The Primary unit conta.ins the following GRFA (No Change Proposed) : The Secondary unit conta.ins the following existing or proposed GRFA: V � v � accordin g to the ma p therof recorded in the Addition to Basement = I 95 SF � .� o Existing Main Floor = I814 SF Existin Main Floor = I224 SF Of'1 ICe f h SU btOt1 � = � 2 � 3 S F � � = U � g o t e E a g l e C o u n t y, C o l o r a d o C l e r k a n d � o �, N o t e s: Existing Front Porch in excess of 4'-0" OH = 47 SF New Laundry/Mudroom Interior Conversion = 97 SF " � . . '� ° . _ I . T h e r e i s n o c h a n g e �r o�o s e d t o t h e S i t e C o v e r a g e a s t h e a d d i t i o n s f i t w i t h i n Deck is 682 SF but *EXCLUDED* = 0.00 SF Existin Front Porch in excess of 4'-0" OH = 37 SF ReCOf C.lel" COClta, l IIII'1 .45 4 1" I'11 f� � � � � g , g 3 ac es , o e or ess � � o k� or beneath existing s�iace Gara.ge is 570 SF but *EXCLUDED* = 0.00 SF Deck is 552 SF but *EXCLUDED* = 0.00 SF S U I�t O t 1 I E X I S t l t l g L I V I �1� S P a C e : 2 2 4 2 S F � s �., v � 2. T he Main Floor deck and a portion o f the Lower Level deck are uncovered Main Floor Subtotal = 1861 SF Garage is 449 SF but *EX CL UDED* = 0.0 0 S F , , � � a � '� and not included in the calculation o f Site Covera ge. The co d e al s o s�e ci f e s M a�n F�o o r s� b to r.a � _ � 3 5 s s F S u b t O t 1 � N e W/C 0 1 1 V e P t C' d L I V I I I g $ P a C e = 2 9 2 S F �' � � _ Existing Basement = I 372 SF � � °' ° ' ' Grand Total Livin S ace : 2534 SF � `' �' that a deck �rojecting from a higher elevation may extend over a lower balcony, • _ � � � � deck or walkwa y, and in such case the higher balcony or deck shall not be o Existing Basement = I0I8 SF g P � � s 43 / Basement GRFA is EXCLUDED See Eleva.tion/Dia ram Below leavin 782 SF BasementAddition = I 95 SF � � d e' D a,t(�, � � Q v tr� deemed a roo f or covering for the lower bakony, deck or walkwa . This � $ � g - , w y Deck(s) are 293 + 144 = 437 SF but *E�CCLUDED* - 0.00 SF Basement Subtota.l = I213 SF � ^ �, �- describes the remainder o f Lower Level Deck thus exclading it from the • • �- .= a� cakulation o f Site Coverage as well. Basement Subtotal = 782 SF _ _ Existing Front Porch Space = 57 = c� o � o 38% Basement GRFA is EXCLUDED (See Elevation/Diagra.m Below) leaving 752 SF [S (C� � � � � � -' ° V a,�„� Grand Total Primary Unit = 2643 SF Deck is 615 SF but *EXCLUDED* = 0.00 SF � easement s� bto�.� _ �5z sF sF Deck Space at Main Floor : � U �� � � 2010 d � ���ess tnan 42� i sF AnoWed�* Bu i I d i ng Cod e : I RC 2009 . . ._... a GrandTotal Secondary Unit = 21 10 SF . EXIStlt1� = Jr34 SF ���/� � � �� � � � a o SDD #4 o - �� Zoning. New = 18 SF F o �eSS tnan 2s47 sF Anowed'�* Note: Undertying Zoning is °Two-Family Primary/Secondary Residential° W►tn New Deck S ace at Lower Level = 6 I 5 SF � � an additional 5% (Total 25%) Lot Coverage; this is the "Secondary" unit. P - O � Total Deck S ace — I I 67 SF = The Total GRFA for both units totals 473 I . Therefore , the overall Lot, as well as the Primary and Secondary Units fall QCCUPanCy Gr'oUP : R- 3 P '"'�` � � within the allowed Gross Residential Floor Area. : � Ve � � / �� � �'� � � .� , � � — �� �' / � 1°C�M�S Al.�►�J / - � ��� T � , � � } �e0� � ��° �r�U'`' , 1 eG ' � �� ��.�'�'�' C�°� � — � , � , � , � � � own ai I � , — Tract G . � � Town of Vail / T � ' � S a. m I r1. isting B ulder eta.' ing / � � (Unplat all to em ' ' � \ . Note: Re r to L dscap A��n� for / ' � f � f � � � � � � � Note: There is no change proposed to Add�t� a► Bo ders/ a�r,a / � � C f ( f � 1 the Existing Roof Roof is to Remain . ' � f � � � � � � Unchanged Throughout ' p (E) 2'-4" oof Over�apg Re ain � � � � ( � � � / . � Uncha ged thr o /� • • � - C � i- Pat;o , , - ^ , � 1 C � ` C ractor shall provide a Limits of Disturbance fence and Erosion/Sediment Control fence along the length � . � C f / "�`°^�`°�°��"` � , , ( � � of and withi his property line prior to the start of demolition and/or construction . Under no circumstances � , - � , , - � " � � � \ ' � � shall con uction traffic of any type use this adjacent town property for access or staging of materials e� . � 1 , � , /� � , , M , ,!� _- '- - T - - '� - � , , � , � p \�93�/ N L wer Lev � ,,��;�E '/ ec ail' g Below , , � . \ � ote. Existing G de/Contour ,�� � / � , � Lines Will No Change � �Sa � , ' � � � ` , � .s�o --� � . , so, � / ' 4) E stin Co n , I I � ` . , � o�,, • ( � � /,s, , F. � � / , , - ' / \o�, ` , , oo Exis ting Bou l der Re t aining Wa l l (s) to Remain � � � ' I ( � `Sp�e � \ \. Note: Refer to LandscapeArchitect forAdditional Boulders/Retainage ISSUED FOR: DATE: � � ' Setb�'% � ' I � � f�'Ridgr= 9. — �.S'�6 � Progress 4 December 2009 � � � , � / , 0. �ea% � � . ' � � I � � \ j � � J � f � � � ` Progress 12 January 201 Q / �5% - ' � � 1 � ( ` � f w Note: Existin Drivewa , Parkin Area and Porch are to be � � � �c � g y g Pro ress OB Februa 2010 � � / , � , E�cisting Main F or •5G �� � \ ( aJ� 1 � � � ,� � � ` A �F `' . re-paved, Configuration/La.youtlElevation (s) will remain g ry � � ' � ; �eCk Wlth NC',W ( f ( 1 � � c � Construction 5 May 2010 � � / , , - � � I � � � � �� �,� changed; Refer to Landscape Architect / � / , Decking and Raili g — \ . h �,�Q , / � � � / , , , . F , ' \ H o Se i PSrking . � \ � RevisionQl 17 June 2010 � - � New Chimne - — � ��g � � � � � , - " y _ # 1285 WesthaIven Circle � � , ` / � � � ��l � � � � , �, 90 \� (� Finished Flobr = B064J ' � \ \ � ` i Q �� � � � 6 � / � � o� / � - ` co,;;� .!32 ,� �rvo�: eot�. i �l= i oo�-o° ❑ � ' � � � , �< � 3 . � . � � '� / , .. � Re�e� Cit;��F. � � � i Porch I � . . � . . . . . . �J, �* � / . . . � � . . � � . .arip� �� - !�2j� . . / � Fxisdng . . � � . . � . . . � . �'� � � , � - � \ ''�S8S9 n�e�r , � � E — ( � g so�t.s�— —I ` , , O � / , - ' 69�� � �a� se�9. � — � � � (E) 2'-4" Roof verhang to ain � / , - d23,� I Nprthea Parcel / � � / , , - � � � � . _ ` � ' � � . , / Unchange throughout � � / ' � � - ' ' �893, � Note: �xisting Grades at Lower` / � ❑ 0:��67 Acres / , / � � , , - - ' � � LevelAdd�tion �►s to be Restor,ed at / � � � � . � Existing Curb Cut to Remain � ,�o�'Lj � � � - ' � Completion o f Cotist�'uction'� � ( / )' rvorice: ourr oF cooPeRa,rioN � � , / I — � Release of these plans mntemplates fureher cooperation 6 "J.Ii� '`r$� ` ` - ' � � j— among the owner, hIs contrattor and the archltect �, '( ' � � r�Ve / Design and construction are complex. Although the `�o�j f O{Qj a \ � � � \ \ � ��� g EXIStI �Ig' BOU �deI' R2t31111 �1g Wa� ��S R2fT12.1f1 Architect and his mnsulants have performed their S� .Q 5�5 � � - � � I Note: Refer to LandscapeArchitect forAdd'rti oulderslRetainage ser,�res w�cn due care and diligence, sney can�or „ � a , " � � — — (E)/Refur ished � � / � V � � � \ I guarantee perfxtion. Communication is imperfecG and � \( \ � � _ _I '� � Trench D In ( � � � every tonungenry annot be anticipated. Any ambiguity � � � - - \ / / < or discrepancy discovered 6y the use of these plans shall � ` � �BCe�lt �@C�( � � \ ( / (� Thres old = 806 6 � � / be reported immediately w the architect Failure to � ` � \ *NO WORK* ` I , � � � notify the architect compounds misunderstanding and � � \ � Malll F�OOP �2C�C EXt811S10\ � `� � � ( /�y�' � j / increases construction costs. A failure to cooperate by a n � � n�°-• �� � simple notice to the architect shall relieve the architect � � ` \ — — — � — — — — � — — — — — — " /4��q�� � —� � I ,`5 irom responsi6ility for all consequences. Changes made \ � � �y � � ..� � V ��� / from the plans vn out nsent th architect re � � I �— — (f�Ridgt-= 88B1.4'— �� / unauthorized and �shallc�relieve �fthee architect aof � � : »>. : : : : . »' : > .. " ' \ � 0 � responsibility for all consequences arriving out of such \ >: : . . . � . ,: .... . ..... . ,� \ \ I ,,:.. . . .;> ( \ � � changes. >. : : . � / ,,.. ` �. : i .> : : : : : ,' . : . . � , . .. . . . . > �,.,., . ' ;: : ;: ; 1' � 0 , _ : ;: . . , . . . � � �,. \ ;b�. OO COPYRIGHT2010 , . .,.. < x : ': :' »» \ � � . . ,. . . .....:.... .. . .:,:>.>s;;: : . . . : � . . :;.;;:..:. . . .`� . . ,: >. ; � � � � � ;. . . . . ,:. . ,;: , :. . � : . .: ` ;>« ;. . ' �,r " " ; .. >:.:... , _. : . . .... ` <?' \ � �� `� THE ARCHITECTURE STUDIO ALL RIGHTS � ( : . . .:.;. . . . . <� . :: : :,,.:.:. ;;;. ' . > >.;;;... ; , . � � . � � � ?>? < :: � : .. :. ;; �!' ,;;;: ;. . . >.. .: : . , . .. . ,. I"a G • RESERVED. THESE DRAWINGS MAY NOT ; > . / /�° 'C ; ; \ ;;.. .... . ,; : ,,: . , p � . . : . � ,. . ' � Eycistin8 i »»2 : . ,.:,.:. . a � , ° s ( ,.:. . ,.... .:. � .. . � ..... . , . . . � �� �� BE COPIE OR REPRODUCED IN `QA �es � ANYFORM WITHOUT THE EXPRESS `�:_ . < . :. , \ „ � c � ,..... _ ;,: : ;:. . P ti — ;;;—;.,;._ — . — .. . � — :>— — - — :. — . _ : - .—. _— — — — — • � TH ,...... . . •��cl et' � ;;;: . . . _ _ _ , _ ti f0 ( . . .. ... .: :.>. .: .. . ... . . � . .� .»>.�. . . �. .�.�.�. . �. . . ': �. . >.�: � .�.� � �: . - ..-. �— � ; . :- — o � n _ � � . / � � �� . . . . . . .. �.l:...� J 0 � � ;�. `� ::.: . ... , . . ;;: . . -.». :< , . , . : . ;.< 83 0501 43.96 � `Q/ J 2�� RCHIT CTURESTUDIO.N � , ; > ;; ; .: ;...: ; . . . . 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' ` , / � � � ;;::.... .... � ` � ' ; : ; ` ; I;:>:.::: . . :: . ; ` ;;: ; � I I � 1� o , I I . � � , ... . . ......:. . I . � � � � � � ( :'.:::::::::. ..:;:. . . : >;:: . . � I � � � I / / H � � � I I ,:: : : :;: : :: : : ; � �- - — �— — J � � � •� �' � <:::::; ;:: . : .: I , � � � � pp � o Lot 4 � , � � � � °' 8 ' � , � , , � , :; ; , � t� . . . .....,.. L . . . . � '.� �. .�: :.: .:. I . � . . . . � . . O . V � .. � ` � I � � ( / ' � � � . � \ � � ` I- - - - - - L - - - - - -� � ( / . � = a � � � � � / I / ' � � o � \ � � � � ,, � o � �: , ` ` , / � V s ;c � � � w � � \ � � � � � � \ � / � � •� = o � � / � ' ` � � � > � �^ - Indicates Existing Space to Rernain � � � � / � � � � \ - a� � , ' , i i � _ � � \ ' , � � , • � .L :°–� � � � � � � a � \ � � / � - IndicatesArea Converted from Garage to Living Space � � � / ' � v�i � � ` , � o U � � � � �. o \ � � � � � � � Q . Lat47 , � � = = - Indicates Area of New Lower Level Addition � Southw�t Parcel , � � �S.i c u � a � . �:NO WQRK* � / � � o \ . �- � _ � , , , \ y � � �° - Indicates Area of New Lower Level Deck � � ' � N � � � W � . ppd. � � i N � � J O '� � 1 � � �.� � u.,,�.� �� • r�� � 25 20 I5 I0 5 0 25 50 : � I a o J 0 0 . N . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . C . . . . . . . v1 � . . . �. � � � . . . � . . � . � . . . � � � . . . � . . . . . . . . . . . . . � . . . . . . . . � . � � � � . ,1 . � � � . . � . . . . r/ . . N . . . . . � . . . . . � . . . . . . � . . . . . . . . . . . . . . . � � Slte' 1- � all True North Plan North � � N � . . . . . . . . . . . . . . . . . � . . . . � L� . � . . � . � . � � . . . . . . . . . . . . .. . . . . . . � � .. r . � . . . . . � � � . . . � � . . � . � . � . . � � . � . . . , . . � . � � . . , � � . . . � . . . . . . ....,. _. . . . ._ . . . . � . . _._. . . ° . . . . � .... .__�...,.� .:.._.: ,�_.�..:._.. . . . ...._ � . . . . . . . .. . . . . . . . . . . . . � . . . . . . .. . ._ . . . � � >,� "' . . ` _. ._ - W�� . . . . . . . . . ����:��. , �*''��"� �...,�. � � � � �=� 11 11 � � � '� �° �. �;� . � ': . . . . . � •�r ��'��. . Gross Residential FloorArea - RF p ` �=� �:a�� �� G A : ��-: � � T�?P��AS , . . �� ;� -� Lot measures .4534 Acres or I 9, 750 Square Feet. Title I 2, Chapter 15 , Section 2 of the Vail Town Code explains that � � ,� � � . � � � e the lot may contain total Gross Residential FloorArea („ GRFA") as follows : � �r ,�� �'��� ���#�'�` . . � � _ � � _ � � _T � � � � � �a^'w.ss.�'!!"w^ . . � For the first I 0, 000 Square Feet of Site Area: 46% of the Site Area = 4600 sf ;-- - --- - - " - - - --�--- - - : ; ; ; For I 0, 001 thru I 5 , 000 Square Feet of Site Area: 38% of the Site Area = I 900 sf ; ; , ; � , For the remaining I 5 , 001 thru I 9, 750 Square Feet of Site Area: I 3 % of the Site Area = 618 sf ; _ � _ , • , This yields a total GRFA of 7, I I 8 Square Feet for the entire lot. s. ; . ; The Primary Unit may contain 60%, or 4271 sf, of the Total GRFA and the Secondary Unit may contain 40%, or 2847 sf, � , of the total GRFA , , � . � , � �-- -� . . . . . � � . . . � � . . . . . � . � . . . . � L . . Exclusions and Provisions to GRFA: 0 � • - � 1 . Gara e S ace: Enclosed ara e s uare oota e is excluded at the rate o 300 s uare eet er vehicle s ace. �th two vehicle s aces GRFA cakulations ma exclude u to 600 s uare eet o the Gara e. 7 s ft g p g g 9 f g f 9 f p p p . Y � 9 f f g , ,. - - - � rch Space � 2. Basement S�ace: Total percentage o f exterior wall sur faces unex�osed and below existing or finished grade, whichever is more restrictive, shall be ihe �ercentage o f the horizontal area o f the lowest level deducted . ,r4�-0� oM • . � from the GRFA calculations. The percentage deduction cakulations shall be rounded to nearest whole percent The lowest level's exterior wall sur face area shall be measured from the finished floor elevation o f ihat An �a�ered de�k SPa�e ae cne �awer � ,. � � � � f fl f fl g ty � � f , � � f � Level meetr the requiremenu for 4 � � level to the underside o the strudural oor mem6ers o the oor/ceilin assemb a6ove. For the u oses o these calculations retainin walls and site walls sha11 not be considered art o ihe lowest level s exterior eX�n,s;o� from �ai��iac�o� of cRFn , walls. ,J-- - --- � M 3. Covered Deck S�ace: Covered decks with no more than three (3) exterior walls and a minimum opening o f not less than twenty five percent (25%) o f the linear perimeter o f the area o f said deck, provided the � M opening is contiguous and fully o�en from floor to ceiling, with an allowance far a railing o f up to forty four inches (44") in height and support posts with a diameter o f eighteen inches ( 18") or less which are spaced no �- - - - - . � � � ' � doser than ten feet (10') apart The space 6etween the posts shall 6e mensured from the outer surface o f the post j � _ - - _ � ' M 4. 1/aulted Space: There are vaulted ceilings in a good portion o f the Main Floor. However, with a maximum ceiling height o f 13 '-6" or less, these spaces need only 6e cakulated as GRFA as a single IeveL � L - - < < ; � . � � . . . . . . . . � � � . . . . . � . . � � � . . � � . . . . . . � NotcHeightofCrawlryace6clow � . . . . . . � .� . . � j � . � . . . . . . . . Gar+6e0WPtmOrm[eH5'.4' „ . _ "_ '��" "' _ " " " '." " _" " _" ' __ '�`` . ; � . � . . The Primar unit contains the followin GRFA No Chan e Pro osed : The Secondar unit conta.ins the followin existin or ro osed GRFA: i - �., - -; �� Y g � g P ) Y g S P P . , ,,, , a` / I ` Existing Main Floor = 1814 SF Existing Main Floor = I 224 SF �`. : '_ /�� ; �ssueu Fort: uaTe: . � � . 1 11 � . . . . . . . . . . . � � . . . �� � m r_..�...... �' / ' /f %/ �/ y`� //� % . . / �/�%/�%l�j di �%/ /r ./,�// � / %Ify/% ii � , /5���/% % Jf%��f�'� I Existing Front Porch in excess of 4 -0 OH - 47 SF New Laundry/Mudroom Interior Conversion = 97 SF ''., � ., ' � ����;��y "' ` "� � Progre5s 4 �e�ember 2009 ; , , � Deck is 682 SF but *EXCLUDED* = 0.00 SF Existing Front Porch in excess of 4'-0" OH = 37 SF ,, . _ _ _ ,,_� �"- - - --- - Progress 12January 2010 Gara.ge is 570 SF but *EXCLUDED* = 0.00 SF Deck is 552 SF but *EXCLUDED* = 0.00 SF � '�Y , Main Floor Subtotal = I 86 I SF Garage is 449 SF but *EXCLUDED* = 0.00 SF � Garage space may be e�ccluded ac rhe rate of Progress 08 February 2010 � 300 sq ft per parking space. Each Garage Main Floor Subtotal = I 358 SF Y' � provides 2 Parking Spaces for an exclusion up COnStrUCtiOn 5 MaY 2O I O _ EXIStltlg g15eFY1@Ilt = ( 372 SF � .� � to 600 sq ft per Garage. Both Garages mntain � less than 600 sq h so ALL Garage Space is EXIStlllg BaS@�l'18C1t = � 0 � 8 SF � � ___ _ _ __ _ ____ _ � excluded from calculation of GRFA RevisionQl 17 June 2010 . . . � � c..W.,�, � t rt� . . - --- - -- - ---� - 43% Basement GRFA is EXCLUDED (See Elevation/Diagra,m Below) leaving = 782 SF BasementAddition = 195 SF m Deck�) are 293 + 144 = 437 SF but *EXCLUDED* = 0.00 SF Basement Subtotal = I 213 SF � ; ; ; ; � Basement Subtotal = 782 SF ` \ \ p p i �; i 38% Basement GRFA is EXCLUDED (See Elevation/Diagram Below) leaving = 752 SF � � ' ` ,m' ._ � � �� a Grand Total Primary Unit = 2643 SF Deck is 615 SF but *EXCLUDED* = 0.00 SF ` ��.e.� � ' ��' � , , i �s , �. : a 1 Basement Subtotal = 752 SF SF ��Less than 427 I SF Allowed** �- - - ---- - ---- - - � - - -- - - -- - - - - - -, GrandTotal Secondary Unit = 21 10 SF �*LeSS than LS4 � SF AIIOWeU�� NOTICE: DUTYOFCOOPERATION Release of these plans contemplates further cooperation among the owner, h�s contractor and the archltect. Design and construction are complex. Alchough the Architect and his consultanu have performed their The Total GRFA for both units totals 473 I . Therefore , the overall Lot, as well as the Primary and Secondary Units fall =em�e= W��, due care and diligence, th� �a��ot guarrntee perfection. Communication is imperfect, and every contingency cannot be anticipated. Any ambiguity within the allowed Gross Residential FloorArea. ordiscrepancydiscoveredbytheuseoftheseplansshall be reponed immediately to the architecc Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the archkect shall relieve the architect from responsibility for all consequences. Changes made from the lans without consent of the architect are : Lower Floor Plan - Primary and Secondar Units � � � 6�� = � �-o° Main Floor Plan - Primar and Seeondar Units , � 16�� _ , �_o�� unauthorized and shall relieve �e a�h���t of Y 1 1 responsibility for a11 consequences arrfving out of such changes. Calculation of Basement Space, Primary Unit: THE ARCHITECTURE STUDIO ALL RIGHTS OO COPYRIGHT 2010 The Basement of the Primary Unit contains I 372. 19 Square Feet of living space/horizontal area RESERVED. THESE DRAWINGS MAY NOT Total percentage of exteriar wall sutfaces unex�ased and 6elow exisiing or fnishcd gmde, whichever is morc restrictivq shall 6e the percentage o(the harizanwl arca af the IowesY level deducted (rom the GRFA caluilotions.The percentage deducdon calculations shall be rounded ta nearest whale percentThe bwest levefs BE COPIED OR REPRODUCED IN exterior wall surface area shall be meosured (rom ihe (nished floor elevatiod o(ihat level w the underside af the structuml floor members o(the �aor/ceiYng assembly a6ove. For ihe purposes o(these mlculations, retaining wnlls and site walls shall noi be considered part o(the lowest level's exterior wa4s. ANYFORM WITHOUT THE EXPRESS - The perimeter of the living space in the basement of the Primary Unit measures 161 Linear Feet.With a ceiling height of 9'-0", this yields a total exterior wall area of ( 161 ' x 9') 1449 Square Feet WRITTEN PERMISSION OF THE - Unexposed wall surfaces in the Basement total 627.65 Square Feet (Please see EJevations below for calculation of these unexposed areas). ARCHITECTURE STUDIO. - b27.65 sq ft is 43% of 1449 sq ft.Therefore, 43% of the Basement PloorArea may be deducted from to Gross Residential FloorArea Calculations. - - 43% of 1372. 19 Square Feet is <590 sq ft> which yields 782 square feet of Gross Residential FloorArea at the Basement of the Primary Unit Perpendicular North-facing Wall Segment measures: � o�nea u�e ��a���� is-o° 2b' I I " x 9'-0" or 242.3 sq ft . . . . . . . s P� . � . r p� \ . . . . . � . . . . . � r� y _ . � . OMaximumVaultedCelling�Height � � . . � . � . . . 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I i I � . � . i_. ._ ._ -�,.. i � i .. - i _ . ! . 1_.. 1 5'-7 I /2" x 9'-0" or 50.63 sq ft �► � ~_,__ -,.. , _ .. _ . -- -- -�-- r i � � � -- � .. . . _ , _ . � � " . � " . � i ` � ,.a>. , I : rf � a UnexposedWall � � North EIe i n ��, ,._ ; � 1 �..��, �� . ,�E T a� • � � � � vat o � � � � - So�T� , _ _ _. _ _ � NoRTH aR�N�NTF West Elevat.�.on r _ - -- - -. ; s , ��A�r� South Elevat� on L � � Note:All North-(acing wnll sur(aces on the Lawer Leval are exposed Note:All WesUfacing wall surfqces on the Lower Level are expased ' O +�+ t}• Note: Exterior Basement Wall segmenu nre unexpased as dfagmmed 17Z36sqft + 50.63sqft + ISZ36sq {t + 242.3s9R = 62Z65sqftTOTAL � C � , � � � � �' Elevations - Primar Unit No Chan e , _ ,_ ,, V v o := Y � g ) i i i 6 i o _ �, � _ �� = o u Calculation of Basement S�ace, Secondary Unit: � � o � � � The Base me nt o f t h e S e c o n d a r y U n i t c o n t a i n s 1 2 1 2.3 6 S q u a r e F e e t o f l i v i n g s p a c e/h o r i z o n t a l a r e a, i n c l u d i n g t h e p r o p o s e d a d d i t i o n. � a 0 Total perantage af exterior wall surfaces unexposed and 6elaw existing or �inished gmde, whichever Is morc restrictive, sha116e the percentage o(the horizontal arca of the lowest level deducted (rom the GRFA wlrulations.The percentage deduction calculations shall 6e rounded to nearett whole percentThe lowest levefs � ., V , exterior wnll sur(ace area shall be measured from ihe (nished flaor elevotion of that level to the underside of ihe structural floor members o(the (IooAceiCng assembly a6ore. For the �urposes of ihese calculatians, retaining walls and site walls tFwll not be considered �art o(ihe lawest IevePs ex[erior walls. � O C � - The perimeter of the living space in the basement of the Secondary Unit measures 160 Linear FeetWith a ceiling height of 9'-0", this yields a total exterior wall area of ( 160' x 9') 1440 Square Feet. � � � :y � - Unexposed wall surfaces in the Basement total 547.41 Square Feet (Please see Elevations below for calculation of these uneacposed areas). � � � � � - 547.41 sq ft is 38% of 1440 sq ft.Therefore, 38% of the Basement FloorArea may be deducted from to Gross Residential FloorArea Calculations. ( � � L � - 38% of 1212.36 Square Feet is <460J sq ft> which yields 752 square feet of Gross Residential FloorArea at the Basement of the Secondary Unit � �/ G � L � � ��. O ¢ ' _ � Q � � L ° . . . . . . . . . . . . . . . . . Dahed Line tndicates 16'-0° . . . . . . . . O � � � . . . . . . . 8 � �� � . . � . .. . . . . . . � � . � . . � � . � � . . � . . . . . . . � . . . . . MaxlmumVaulredCeltlngHelght . . � . . . . � � . . . . . . . . . � � U �►� Id'-0'andMaNFbw Po nadon Ae . � � . � . . . . . � � � k�2 ^�R� N Q . . . . . � � J . � �. . . . . � . . � . . . � � �. . . � � � � � � � � � � � �NoPorllon�5=�miMa00NCES�k���� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � e � a ° � � � � � � � � � � � � � � � � � � � � � � � � � � _ __-__ __._ . �� .. q _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � v � � . N � � � � � . . . . . . . . . - . �. � O •� . . � � � � a � � _ � � . . . � . . °u E �.._ ... . . � . � . . . p � . . � . . � . . � . . c U ;� � � :� _ . _ 3 w � v� a 0 0 � 0 � � o ❑ - o Q� � Q W � � Maln Level_EMStl�5uh11�o�'_� '_"_'_ �'� _'_ _ _ � � _ _ _ _ � � � � _ � � � . . � � � . . � . � . . . . � . - � . . . . . . � � . . . . � . . . w �. � y . .. . � EL- 99'-I I'%°8064.04 � . _ _ _ _ _ _ _ � � � _ _ _ _ _ � _'_'�'�'�'_'_'_'_'_'_'_'_ �'�'�'_'_'_'�'�'�'�'�'�'�'_'_'�'�'�'_'_'_'�'�'�'�'�'�'_'_'_"_'_'�'�'�'�'�'�'_'_'_'_'_'_ _ � _ _ _ _ _ _ _ _'_'�'_'_'_'_'_"_"_'_'_'_'_ �'�'�'_'_'_ _'_'� � _'_'_'�'�'�'_' '_'_'�'�'_'�'�'_'_'_'_'_'_'�'�'_'_'_'�'�'_'_'_'�'_'_'_'_" . � . . . . � � � ,'�. � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _____-____________ _'_- - �� �� - _ -__________'__'__'_____________= N +., +� 102.54 sq ft � � �-�-�-�- � - � o � � Unexpwed Wall ouhed une indin�c aoaom ot ;� - ❑ ❑ � �r � _ .� ° � . . . . . . � . � . 222.37 SQ � � . . . . . � . . . � � � Dashed I�ne Indlcazes Ba[eom of . . . . .. � . . . . . . VOE oSedM�all � . . � . . . CdIingJolsuxLovrorLevel.rypi� � � . � . � . ii_ . . . . � . . . . . %Fl . . . . . ��� � . Celllllgfol5tt M LoWer LeYel,Typlcal � � � _L°-�' Levd - ExlsdnpLSublloor'_'�'� '�'�'�'_'_'_'_'_'�'�'�'�'�'_'_'_"_'�'�'�'� _'_'_'�'�'�' . . . . . . . . . . . . . . . . . . . . � . . . . . . � . . . � . , . . . � . . . . - -_- _ -t �� ,�. . . � EL 89'-IIYs°(8054.04'j � . � . . . . . . � �'�'_'_'_'_'�'�'�'�'�'_'_'_•�'�'_'_'�_'� _'___'�'�'_'_'_'_._'_'_'_'_'_ _ _ _ _ _ _ � �' _'_'_'_'_'_'_'_'_'�'�'�'_'_ _'_'_'_'_'_'�'�'�'_ _ ___'�'�'_'_'_'_'_'_•�'_'_'_'_'_'_'_'_'_'�'�'_'_'_'�'_'_'_'_' '_'_'_'_'�'_'_'_'_•�'�'�'�'�' �'�'�' _ i � _'_'_ _'_'_'�'�'�'�'_'_'_'_'_'_'_'_'�'�'�'_'_'_'_'_'_'_'_'�' . . � . . �'� �'� �' ' ' - ' - ' _' . . . . . . . . . . . . . . . `- '- -- '-' . . Perpendicular North-facing " - - - - - - - __ � Wall Segment measures: Perpendicular South-facingWall ` ' - m , 20 - 2 x 9 -0 or I 81 .5 sq ft Segment measures: . � ° East Elevation ����esed,�„ 4.- o„ x9�-o�� or36.osq � North Elevation ----- West Elevation - Unexposed Wall p Notc Erterior Basement Wall segmenu are unezpased as diagrnmed Note:All Norrh-facing wnll sur(aces on the Lower Level are exposed Note:All West-facing wall sur(aces on the Lower Level are expased 0 181.5 sq fi + 227.37 sq ft + 36.0 sq ft + 102.54 s9 ft = 54Z41 sq ftTOTAL , � N � � � � . . � . . � . . � � . . . . � . � � . . � � � . . � . � . . v1 . . . . . . . . . . . . . . . . . . . . � � � � . . . . . . . . ,. d . � . � . . . � . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . � ... . . . . . . . . . . � . . . . . . . . . � � . ��, � Elevations - Secondary Unit (with Pro osed Addition � � � 6° = � �-o�� : � P ) � ; , � � � WaI I Ke ��� . . . . . . . . . . . . . . . . � . . . . � . . . . f F... A w �S M^��i a.',F1 . .. . . . . . � . � 7 ,.{ � Take Care to Preserve Existing StoneVeneer�Typical � - EXIStItlgwa� ��FBatUPB t0 R8C1'111n ,' ���"� t � ����� ' t. � � - � - - - , ExistingWall to be Demolished �'3 T'J�l4 C� � . . . . . . . � � . . . . . L _ � _ _ J � . . � . . � . . Remove Existing Windows and F�cterior poors for � �. a Replacement,Typical � �� �� � � � � �� Remove 6cistingWindows and Exterior poors for New Opening for NewWindow �� � ���/ Replacement,Typical ��Q �� � === = = __ - -° � _ = =- - ==� _ __ - - - - � - - - � � ' � - - - - - - - - • Demo Bathroom; Remove Gyp Board and walls for � Dashed Lines indicate Existing Main I i i 1 new layout - � � r � � , ` � i i � , i Floor DeckAbove i 1 �� i � � i �� � � � � • � � ` - - - - - - - - � � I I L � ` ' �/ � i i jI r- � � , - - . r �' I i ili i - - - - � Demo Entire Bathroom; Remove Fixtures,Tile, � 1 i i � � � �� �� � Infill Window Opening iu i � ( , � - - � g p I 1 i i � • _ _ L � • Floorin and stri Walls to Studs � i �ll � � � � \ � � i � � . . . � . � . . .. � � . � \ � J . . � . . . . � . . . � III � . . � I . . I I • � . . — — — — —� � — - ; r�==== � � . � ; � , �; , / � i i i'� . - . \' f Enlarge opening for New Door - - - - - - - - - � � � � � � � � li � � / I I i � i � i � ExistingVaulted � � � i i i i • 0 w I � i . � i W i i i ExistingVaulted Ceiling to Remain � / ' � � � ` - ' i � � / Ceilin g and Rid ge I � i . / 7� 1 � �-- - - - � i h� v Beam to Remam � � � � � � ni � � C 'i _ ' U 1 r'�-- - �, � � 1 -__= -� � ni � • - - - - — � � �u � � � � ` i j i \ � i Remove and re-locate crawlspace Acces Panel/Ladder i � � - ` � � � ip I � . I ' ' � \ / ' / - - � �� � � i � � ` . � ( �� �� i M I %` � ' ; ; , ' `� � ; ` ` \ I I , , __,� � _ �� M ` ,,'i r- ____- - - - - - J I � i � � Note:All Mechanical Equipment is to be removed and � ` i . � � � � i � F-----�.., �- - - - � � � � ( � In� ' � M ' � i � i i , L replaced with new systems ' - _ _ _ � i ili � % � i � - Existin Stairs to Remain I m ` \ � N o t e:T a k e c a r e n o t t o d i s t u r b e x i s t i n g � I , L� _ J G � g - - I � � I IU Enlar ge o penin g for New Door � _� � - - 1 , ', � � 1 i i � I ~ � � � , , . I I j i i ` . � � � I ,, _.. � � Stru ct u r al p o s t s (6 Pl a c e s) � I � � � _ _ � � � � I ��� n i i�Tj i � , 1 � � _ ____ �_ _ _ _ � Remove Existing Decking and Railing i i � _„ i iu I I ' � - - - , at Deck for Replacement; Preserve all � � � � - - - � i ��� i , � i � Structural Members i iji i ISSUED FOR: DATE: I i i Note:Take care not to disturb existing i ` � i � � Pro ress 4 December 2009 i Structural posts (6 Places) � i � \ � � � g � _ _ _ � . RemoveAll Existing Interior poors for Replacement Progress 12 January 2010 Existing Stairs to Remain ' Remove Car et r- - - - � � � \` \ �y � P i i Enlar e O enin for NewWindows � iii � � � I I throughout Lower i � g P g i i i � ' Progress OB February 2010 I - - - - Level � Remove Washer/Dryer Hook-ups i ( ` - - - - - - - - - - - - _ _ _ _ _ � - _ _ _ _ - - ' - ZJ- _ _ -� F�citin Mechanical Flue to Remain � � ��i i � � g Construction 5 May 2010 I ' � � � - - - -� New Opening for New Window � qi � `� � c - -- - � i �u � I ` � � ♦ Demo Powder Room and Closets RevisionQl 17 june 2010 � _ _ �- �� �y Note: PreserveALL existing - - - - - - - - - - - - - I -_ _ - - - - - _ _ - - - - - - - - - - - - - m C dw eFlo - - - - - - - - - - � � � ` - - - - - - - � �� ,' ductwork and venting at ceiling above - ___ - - - - - - - - , , —, � � ' � �� , - .. . Re o�e arpet/Har oodorTil or�►,g � � - - - - - ' i � � � r- -� r r - - - 1 � � � _ ! � throughout Main Floor - Strip Floors to Subfloor for i i � ' , ��, for ossible future installation of Air- � ' 1 � 1 � � r �,�� I � I � 1 � I I� �� � ' new crete and radiant heatin I P I 1 i � I 1 L J �P g III � � III � �� \ � i �� � I � � � 1 ���/ � � `� � I � I I � I I —�,\ � ��� � , �, conditionin Q. Provide diap�ram of � , , , , , , Remove Existing Patio on Grade i qi � �� O . b . I � 1 I �� \ " I I � I I I i `� � � ! � i � � � S al v a g e E x i s t m g H e a r t h s t o n e L .J L J I I � � locations & sizes. L J L _ � - - - - \ - _ J � � 1 1 i �� i � Remove Door and Sidelite� Enlarge opening for � . � � (s} forPossibleRe-use - - - - - - - - - - - - - - - - � � - - - - - � ` 1 1 , ii i ii ' \ � i � _ � � � � � J.� � i re placement with new unit a z _ _ _ J L _ _ _ _ � i i � ; � � - - - = — - - � � i �r- - - - - � � ( � ��_ _ � - - - � � InfillWindowOpening - - - - - - - - . � � � , � I � � � - - ( ' ' i � � � • � � RemoveAll Existing lnterior � I I NOtE. PI"2S@i"VE.' /�LL G'XlStlllg � � ; . � i Doors for Replacement � ' m ' Norice: ourr oF cooreR,aTioN i . % � � i � Remove Fire lace and all existin stone or river rock � ductwork and venting at floor below I J � ��� P g Release of these plans contemplates further coopeiation I � % � � � � � ni � at fire lace surround and hearth; Remove existin I I amon the owner, hIs rontrecwr and ene archltect. � � , % ; � ' ��� � P g � for possible future installation of Air- g I �� � Remove Gyp Board and walls for new layout I i iii i chimney on roof above \ ( � i i �es�gn and construction are complex. Although the Remove ExteriorWall in this Area for � � � � , � Architect and his consultants ha�e erformed their , � , °� � - conditioning. Provide diagram of P I ' ' NEW Additi0ll; Saw-eut Foundation Wall � � I � �II � I I � ' services with due care and diligence, they cannot � � for new crawlspace aecess, ref Struetur�� � � � �I� � � � � guarantee perfetuon. Communication is imperfect, and � �p � loeations & sizes. every contingency cannot be anticipated. Any ambiguity � i i Remove Stair Railin for Re lacement � � ( ' ; � Note:Take [are not i0 distur6 SfruCtu►'OI � ` � i � IU g P i or discrepancy discovered by the use ot these plans shall � IU � � � / be reported immediately to� the architec� . Failure to ' ' � � members at exisiing Main Floor/Deck Frar�p�g � � i iii i \ � � ' � � a6ove �'7 � notify the architect compounds misundersanding and � � � � J L � � � J � � _ _ _ _ - - inereases construction costs. A failure to cooperate by a . . � � I � � � � i � . . � � � . � EXISC111g VBU�[E'd _ I I � � _ _ _ _ � � � . � � . . � simp e notice to e arch tect s all relieve the arc � � � � _ � lL � _ � � — — — — — — — — — — — — — — hitect I th i h / ' � _ _ — - - - - - - _ _ _ _ _ _ �Ceilin and Rid e � � _ _ _ _ _ _ _ _ Existin Porch Columns Stone Veneer to Remain � _ _� $� � �� g � � from responsibility for all contequences. Changes made I � ( F I 1� Beams to Remain � from the plans without consent of the architect are � ( � ql � � � unauthorized and shall relieve the architect of I ( � � � � ( responsibiliry for all consequences arriving out of such ' ' ( j � ` ( I I� I / � � changes. 1 . � � 1 ' _ Demo Bathroom; Remove Gyp Board and walls for � �j � / r - - - - - - - - - - - - - rL - - - - - i i/ i i OO COPYRIGHT2010 ��_ _ r - - - - new layout � C � _ , Infill ( I ) Existing Skylight � � i (4) Existing Stone Veneer Columns t Remai � � � r - - - � � i i i THE ARCHITECTURE STUDIO ALL RIGHTS i � c� r� t � ' r - - - - r 1 I (4) Existing Stone �/eneer i ' . \ � i i i , _�� i � � 6cisting Skylight to Remain RESERVED. THESE DRAWINGS MAY NOT I � � � � I � � � i Columns to Remain � � / � � � ( ' ' � i � ' � I � �� � � � � I � . � - - - � � � � I - - -� BE COPIED OR REPRODUCED IN � � ; �C , � �_ „ i � � i � i ' � , � i / i ( i I � - - - - - i L _ _ ANYFORM WITHOUT THE EXPRESS � . � . 1 � _ � ' ..� i � i � � i i i i ` � . ' i i � � i � ' � _ _ J ' � � � � x � � �- - - - - - - � � � . . � � � WRITTEN PERMISSION OF THE I � ' ' �� I Ir � � - � _ _ _ _ _ _ � � � , � � � � i � � K � � � � � inN�� ARCHITECTURE STUDIO. I �� i � ` � � � � ' � � �' _ _ _ �,� � ; W , \ Remove Bay window and shift opening for new Flush i � I i � i ' �L � ` - - ' I � - - - � / � I I � �I Window Unit � ii i ' � imi , � � �- - - - - - - - - - - - / � ' ui � - - - - - - - - Remove Existing StoneVeneer this A ea' I i �i� i : ' j j i � . � Infill Window Opening / , � - - - - I - �- , i i � � i i iii i � \ � � i � . ' i i r� i _ � - Remove Cabinets, Counters, Appliances and I ' � � � � � �i � Demo for new Door � � i i � p � � ii - - Backsplash at Kiuhen � - - - - - - - - I L _ � _ _ — J I � , � � � i I li I I �� ' I _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ J I . � I I i - - - - - - - - I' � - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - Z - - - - / - - - - - � I � ' �I I� _ L - - - - - - I = _ ° _ - - - - - - � - - - - - i = _ _ = = � i i I ' � I i � — — — � _ , � / � � � � � I / / � � — — — — — — — — — — — — — — — � � � � — — — — — — — — I I � I / � � N ; n� ; � \ � = � -v � 0 , �i� � � � � L Take Care to Preserve Euisting Stone � iu � O O Veneer this Area i i � ` / � Preserve Existing Overhead Door for � O L � , � � possible re-use/overlayment � � t� � O i � \ / � � S p � I � ' O � M : � E x i s ti ng Craw lspace � � � � � � � � * NO WORK* � � � � V � .� I I � � ° v � 1 � � _ '� � o V I / \ I � � � `^ � � � ■'�''� � p p I / \ I � � V ,o � I I , L � � . � / \� � V � � iL � Ad acent House Ad ' a ' � ' � _ � � 1 ,�� cent House , , �, �. o � 1 �___,� p� -� � * NOWORK� � NOWORK� ' � � � o Note: See Se� arate Submittal for Existing Floor Plans to Note: See Se�arate Submittal for Existing Floor Plans to I - - - � �' a � � Remain Unchanged Remain Unchanged ===== _ � � � a. . _ 3 � � _ � � a � � o�no ^ W ° N N N � � � � — � o � � 5 4 3 2 I 0 IO � � ._.. . ._. 5 4 3 2 I 0 10 � � Q ..�. . �. 0 0 � J I � J o , 0 5 20 5 20 � � N . . � . . . . � . . . . . . . . � . . v1 . � � . . . . � � . � . . . � � � . . . . . . . . . . . . . � _ . . . . � . � � � . . . . . . . � . . � . Lower Level Demolition Plan ii4�� = i , _ o „ . Main Floor Demolition Plan ii4,� _ i , _ „ S � o � � N . . . . . . .� � . . . . � � � . � � �. � . � d . . . . � . � � . . � � . . � � � � � . . . . . . . . . � . . . . . . .. . f � . � . . . � . . � . . � . . . . . . . . . . . . . . � � . � . . � . . . � � . . . • . . . � ' � , , , , � � � , \ � ' , \ �,, . .s � � / � > � � . ���,+'�� � � a ° =� ��� � . . . . . . . . . . . . . . � n / � � . � \ � i � ' ' � \ \ �' � . . . � . . . ♦ • �ri ' I ■ \r/ . � � � . . �i� ( s����y �,,,�A^�ln'AwY i"n' � ��.i� Y �� �`. ' . . . . . . . � � . . � � . . � . � 4 _ . i .2�_bn � . Fr� &�" h?r � �e"fyii' ��. 3 ° ' .. j " . . . . . . . - . � � - '+ �d . Dashed Lines Indicate Existing Roof Overhangs to � ' � Finished � . n ;°' �` � / , , - , , � - New 2x6/2x4 Frame Wall with 4 � �` �:� ���°;���� � Remain Throughout , � . / - � � ' , BrickVeneer ;. � �-t�� ' / � . ' \ \ Face of Existing Stucco,Typical n ��. ��� �G �`_ , ,,°9 � � �• `# / , � � , , � - New 2x6/2x4 Frame Wall with 4 �A . :� �� �,� �. :��; ,�� , ��� - � Brick Wainscot � ��° �� � o � � - � Existing Stone Veneer and Metal Cap ` - �� :� .� ' New/Re-configuredWindows in � ` � Below,Typical �� "�, � � .a,�„��� �,;� , � - New Frame Wall : 2x6 a� I 6 o.c. at � �. > � �- �� P /, � r- — — — — �� � — _ _Existing Rough Openings — - _ - J- — — — — —1 � \ EXt2f IOP WB,IIS ZX4 p� I G�� O.C. at `��� � f��"��5�,,r''�� Direct-vent Gas Fire lace Unit and . � /�Above /�,Z,46ove � FlueCap; "DirectVentProSc�e , , , � � O �/ � � � � t1tePIOPWa� � S U. N . �. �"'��„`��'� Termination Cap , Paint�d � � �t D Op � htewWindow in New Opening � � " " � ( � , 0 - New Concrete Foundation / � ; � . � - - - � , , � � _ _ _ � - ExistingWall to be Demolished • / - - - - - - - - - - - - - - - - - - - - - - � - - - - � , , � � � ' I � i i � � , _ � � , � Custom Mantle Shelf; Provide xrood Bathtub � � � Infill Abandoned WindowlDoor � � � blocking in woll above forN � � Kohier "a.Rne�^ � . - � `O / Openings for Uniform Appearance � • � � s�_o" Drop_In � � • � �+ .n � � � � � � Electric HeatedTowel Rack` �-' l/ � FlushHearth - Tile � I � - - - - - - - - - - - � � . � ' � I , - � - - . , , � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � , \ , • s . � . , - - - - - - - - - - - - - - - - - � r - - - - - - - - - - � . m3 A6.3 � � � . ' � ' � v Dashed Lines indicate I ( m � \ � . \ ^' N New Decorative Wood p � � � � � - � Beams at Drywall Ceiling � / � � � (See Interior Elevations) � � . � • � , , � � Master � ` , . • � � O B � � , � , � ' � � I - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - O Bathroom O � Note:Takepanicularc ewithinsulationatihe � � � � � � Top of Deck = 49 -93i4^ (8063.92� � �' - – – – – – – – – – – � � � � New Patio Door and Sideli in 7 ( Master Bath; Review optio1is/ideas/concepts for � � N O � � - � Note: Remove Exisiing 2xWood Decking and � � �� �� ` , � Dashed Line indicates Centerline of Existing � � 9 New/Modified Opening extra or su{�er-insulation in th+'� area with Owners � M "^ „� Replace with new Synthetic Deck Provide � O 6 A6.3 4 � \ • � � Glu-lam Beam and New Post Below � ' New "Under-deck Drainage System" Below. J� � � � , /Q, . (� N � - � � � - - — I Hold New Door tight to F�cisting Post o _ _ 5 _ � � � ��,, � � - - — - — - — - — — — - — - — / — ry � , , , - - - - - - - - - I - - 3 I I � \ , \se� . M , - - - - - - - - - - - � � � - � - - - - New/Re-configured Windows in ` N�,F � m n. � - - - r A6.3 - - - - - - Fsrovide Rew�uararai�& Hanarai�at re- � � r, O � � ' � ( Existing Rough Openings \ .�1y,Q G�� �•, s � � ' I of 4 Existing Stone-Veneer I � � built stairs to Lower Leve� � I ` ��� � aC Se� � , , � � Columns to Remain Ma.Stel' 6 � � ��j� .��i � I Og , 0� �Q' � � I '-S" '- I " 3 'n° E E � � \ b �j � � � � / New 36" HighTubular-steel I B8C� 1"OOIII � � � � � . \ � � 5�_b�i,• � '- � � 3ir - - - - - - - - - - - - - - - - - - - - �.-:� - - - - - - a - - - I � . ISSUEDFOR: DATE: � e��(,� � Guardrail at Existing Deck Rou h ` � � ��� �35e� � u, Opening - - - - - - - - - - - - - - - - � - - - - - - � � : . c Progress 4 December 2009 - ¢ Note: Ceilings at Covt Closet, Powder Room, � � . "' Progress 12 January 2010 � O` Se � o0 4'-6" � � Master Closet, Water Claset and Linen Closet � . / .LQ '� ' ^ ' � � c � ,_6� � 3, � „ � � /� � /� e Shall be 8'-0" ; � ` � Pro ress OB Februa 2010 . / � � � � . , . . N � O. � . . . . � � . . . � � . . . . . . �. � F � nding � , Face of Fln'shed Wall y I K Y �L" (5� ixed � r� . . � ` . . . g . . � . . . . � . . / � � � � i ' � . . Q . � . . . � . . . . . . . � . . . . . . I � � � � ce o{New Flush Beam � � � y1 . . . . � . Shelves — I � . . . . . . . \ . . . � � � . � ,. � - , . Construction 5 May 2010 / , , , - � , , , ;� - - - - - - - - - - - _ - _ - -- - - _ , - - - - - - � I GOSet h � . �, . \ � eo — — — — — - - - - - - - - - - - - - - - - - - - - � (E� Mec anicalFlue \ . / � � . ; .� � c Infill Window for � � Down � A / � � � ' � � ° � n- Uniform A earance F � 16R @ 7/z' Shelves o " � Storage Cabinet to_ atch Vani ; S� �� � � ` RevisionQl 17 june 2010 � � N � � � . _ . PP � O A6.2 � � 5T @ � 0" I -6 'w x I 0 d x 3 6 h �� . � �� _ � _ ; � � . , , , , � , \es � - � � � � . , W � . , , - - _-_ - _ ; � . . � . � . . . . . . . . . . . .. . � . . . � . . . ,..-n!-m. � � . . . . . . . . . . . . . ... � . . . . . . . . . . . . . . . � .. . . / � . . . . . . . . . . . . . . . . . � � ' � // \ � � . � / � � ` � . .. � � . . � � . . . . . � . . � ' �„ � � �,.� . ' �` ,,y5 . �,,,. . � . . � . . . . . . . ' � ' � � � ` � � � . � r���� '� � j' ~''0, � New Steps down to Grade � / � � . � \ ` � R° � � � / � . . - � . . Wall Ke � � �:. +/- I 3�_6�� 2'-6" � +/- I I '- I ai4• g im +�_ 4�_��� � �g in• Z�_ � �� . \ � 'T'�"�` ` "s - ' ` � - New 2x6/Zx4 Frame Wall with 4" �� ����� Adj t as Required to Align with (� SoffiUBeam Above � � � �� � , New 36" High Tubular- � / � � � . \ . ` ` � ��� steel Guardrail at Nev� I 4�_3^ . � � BI"IC�CV811e8f � ' • � ` � ~ ♦ - New 2x6/2x4 Frame Wall with 4" � ` �` . � � . DecklStai� ' � P � a�,� ( ,2� � � � �'' �� �. To of Ne Patio = 85 - I 8049 ' � ., ' ' ♦ Brick Wainscot C1 . - ' `� x . � Note: Ceiling heighi throughout ` ` n I � � 45° . 'Direct-vent Gas Fireplace U i and Flue Cap �estibule/Lavatary/Bath shall maich; ceiling shall � � - NeW Ff'a.�1'1@ Wa� � : 2x6 @ I 6 O.C. at ��� ��y�� LOWC'St � eC �C � � � �� � � � "DirectVent Pro SconceTe i ation Cap", Painted 6e dropped as required to accomadate (Existin� ` � ` � � EXteC'IOr Wa� � S ZX4 @ � O�� O.G. at �� . StructurelDuctwork • • � -{�-Top of New D� = 86'- 10'� " so5 � .02� 3R @ 7" O ` � InteriorWalls U . N .O. Y � � / 2T@ 12" � � � � � ♦ � � � , ♦ 0 - New Concrete Foundation � / � � . , , - - - � ExistingSewerLine � � � New � . ' � • � � \ � � ` �� � - ExistingWall to be Demolished • � � � Synthetic � � � � � O � . � � � � � � �2C�CI11g ' ' ' � � ii � A6.4 � Q \ \ � \ \ — ` ` � �:, ' / . � Pre-fabricated Mantle/ � ` � �%, ` � — I ' � ' � � � 9 A6.4 I S A6.4 I . \ ' ' / � $urPOUnd; Provide wood blocking i 2 � � � � � � wall abave forN 12 12 \ � � � ` ' �� � � � � � • Edge of (E) DeckAbove � Flush Hearth -Tile 20 �..dV� 2.tft 2 \ � � ` � � ' � � P%i�e�Continuo s andrail at �, Step in Wall Indicates (E} St m � � � �„ � � O I t / St� s Down to Lowest Deck g�_p� ed e of StoneVeneer VG'StIbU �B � . ti ` � � � � / g � ower Note: Shower as shown is minir�m size � � _ � � ,� acceptable; FieldVerify mechanical\ ` � � � . . � no . � Infill Abandoned Door a � — ` c � � � � F ° I I r � requirements with HVAC SubcontractoCand � . � � 'c / 45° Opening for Uniform x o �' � . \ � � d / � . � _ 3 �a shift shower wall south if possible � � � � � APPearance ° � ) � o I � , � � � . � Align New Synthetic 22 � � d I Bench \ . \ �+ ` M � � � ' � �� Decking �--� New Post u � � . � . � ' M � I � O / � _ _ _ � \ � � O � � � i � � i � � ' � �� — N G - — - — - — - _ ��� - — - - — — — — - ��-- - — - — - — - — - — Provi e New i � � � � i � � \ � M ' � I � �� Dashed Line inditates Centerline of Existing 5R @ � Guardrail & Handrail 19 � � \ - � i i . r � m Glu-I rs� $eamAbove and New Post � 4T @ 12" at re-built stairs to O i � � � � ` � �+ N O � � �±a -�-Top of New Deck = 89'-9314' (8053.92') 23 ain Level � � ` � • ��j�K/ �, � � � Q I of 4 Existing Stone-Veneer O � _ _ � � � �j a � . � � Columns to Remain � 18 Re-locate Existing or Provide New \ \ � . � � . \ . � � % � � Access/Ladder to Crawlspace Below � � / � �� , , . - Bedroom 2 °. � -. � � . � New 36" HighTubularvsteel 5�_6��,• i ,_ i � 3�,• � ` , �� � . � Guardrail at New Deck Rough �� � O S'�� ISSUED FOR: DATE: � � O enin � Lower Hall Note: Line all wal►s and ceiling of Mechanica1 \ �@�,,, Progress 4 December 2009 ° �/ P� P g � � Room with 28 Guage Sheet Metal over Drywall ` �F /% �.�'`-►' i Wp , ❑ . Se Progress 12 January 2010 � `` ��� 4�-3" A6.2 I6R � 7'/z" ",— 5 7 \ /s� \Ine �'/ . , � � iST �@ io � � \p., .�� Progress 08 February 2010 ^ M Q 1 ��' ,i�'O� _ 6 J � ro ed I 6 A6.4 A6.2 \ s%� � \ \ %� � � � � � � � dN ,, • � Construction 5 May 2010 . - ' � � Covere eck ' �, "6�L \��`6a ' � , � �' � A/V 2 T.O. (N) Gyperete = 9D'-03�''(8054. 17 }-r�}- MeC \�' � . \ \ Revision�l 17 June 2010 � i . O T ' ' � \ Closet Open Railing � �� � � ` 2 -8 x T-0 � � � i � Cased Dooiwa � i � — — . . � . I � . . . . . . . . . . . . . . . . . ... � � � . / ' ' ' . � . . � � ` . . . N ` N . . . .. � � Re-build stairs and landing up to c „ 27 - - \ M ` � �, � . � Main Level to accomadate new � � � � Rod & Shelf New 4-inch deep Recessed Wine Niches in � � � � � ' New Synthetic gypere te a t bo t h leve ls; Frame New x o existing wa l l furring (Seelnterior E levations) \ ` , � � �+ '� � DeCkin �� landing/stairs fo maximize headroom and � � � � - � � Pa A6.4 ��earance for storage in closei below �'+ � Vestibule 8 Closet 'v � V 8�_��� Geiling \ _ � � -8'-0" Ceiling- � � � ` Top-vent Gas Fireplace Unit; Run 29 Rod & Shelf ` Flue up and out through Roof - - \ M \ � � � � NOTICE: DUTY OF COOPERATION ` . � > ` ` ' � ` Release of the:e lans contem lases fureher coo eration � o . . � ' � . , Flush Hearth - Tile ` � P P P � among the owner, hls contractor and the archltect Q c P►'ovide mished Ceiling below Main Floot' O H2��W2Y � � . Design and construction are complex. Although the ' '—^ �� Decking: clearvcoated Ix6 Cedar planking Pre-fabricated Mantle/Surround; ro d CI 3'-6" W�de Q \ � � Archirect and his consultanu have performed their �`� � � Q ' �, Provide waod 6lockin m wall o6ove or N = a I $ � { 5 _ � � services with due care and diligence, they cannot E � � � �4 A6.5 I o \ � guarantee perFection. Communication is imperfect, and O � 2 /�111gn N2W �/�/311 Wit�t �E� Be31T1 3t Ceiling 4 A6.5 Z � F o every contingency cannot be anticipated. Any ambiguiry � p _ _ _ _ _ _ _ _ _ �/ or discrepancy discovered by the use of these plans shall � +� � . . — � — — — � — — — — — — — — — — — — — — � � � . o � � 3 ; — — — — — — — — — — — — — — — — — . — — — — — — . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 � N � � . � be reported immediately to the architecc Failure m � � 2.2 � p J Bathi 3 2,2 notify the architect compounds misunderstanding and � ` � peUr'�Om ,3 8'-0" x 6'�6" o increases construction costs. A failure to cooperate by a \ p c ' _ ' 's � r / simple notice to the architect shall relieve the architect � �y 'n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — from responsibility for all consequences. Changes made � 'rvV '� � — - — — - - - from the plans without consent of the architect are \ ^' T unauthorized and shall relieve the architect of \ \ 3 ,, ' OeUr�� m 'T Rnd.& Shelf Dresser 30 o responsibiliry for all consequences arriving out of such / r+ changes. \ � � �-To of New G crete = 90'-Oau• 8054. I T � Q '� . ' , .,' P YP � ) OO COPYRIGHT 2010 � � � � a New Synthetic I I � � M � ' �� Decking �� 25 Pre-fabricated Mantle/Surround; � � I I A / ^ R SERVEDHTHESEURDRAWI GSLMAY NOT p .c Provide wood 6locking in wall a6ove for N � w `O � � I ( 6.5 / �;, BE COPIED OR REPRODUCED IN P \ � `!' � � ' - . ,'�r Flush Hearth - Tile � � ANYFORM WITHOUT THE EXPRESS � Z � V@StIbU 0 / WRITTEN PERMISSION OF THE � Direct-vent Gas Fireplace and Flue Cap; I ARCHITECTURE STUDIQ � DirectVent Pro Sconce Termination Cap", Ptd 3 I gath 4 Note: Ceiling height ihroughout / M � 8 Hal►woyNestibule/Bath 4 shall match; ceiling E - Note: Hold New shall be dro�ped as required io aaomadate � � ed � � F u r ri n g/I n s u l a t i o n t i g h t t o E u i s t i n g 7 A6.5 9 (E xis ting) S tru c ture/Du c t wor k _ � � a � � ,,' . Foundation Wall at Bedroom A6S , � ;� �° �^ � � � v Deck/Walkw� �% � . � � � � � �. � �� � Top of New Deck = 89'-93�4" (8053.92� A6.4 / a � � � / � Bench iV � \ � _ � � \ /2�� \ ��j — — — — — — � O Existing � � �_ Crawlspace �'C� � Access Panel to � \ � � Provide 42" Wide Step/Steps /OO � o Remain � � � \ as required down to Grade 5 �n• 4�_3� ' � � � — — — — / � H � 42"H Wall � � _ � � . . . . . . . . . � . 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Release of these plans contemplates fureher cooperetion >. : , ...... . ,... ,. . .. . . . . . > . . amon i e owner s contractor an t e a i . . . � . . . . . .�. .�. :. .�.� . . .� . . . . ..... ..�. � '�: :> �. .�' . . .. . . .. . . . . . . � � . :.�. .�. . . . , . . ..�..�.�: � c . . . . , :. % ' , . .-. . ,.,, ., ,. . . . . ., . :. . . ., . . . . . ., . . . . ., . . . :. . . . . . . . . . . ,. . . . :. ., . . ,. . . :.._....._... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ». . . . . . . ,. :. . . . . , :. . . . . . . . . >. _ . . . . . . : . . .'. >.'>:'>:: Desi n and constructlon are com lex. Alchou h the ;. . .:. .:.. , ... . >. . . , .>....... . ;....: . ;;' > 8 P 8 -. . . . ..,.., ' � . . >.. .. ,:,. ;;.:..: . . :....: . 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THE ARCHITECTURE STUDIO ALL RIGHTS ,. . :.. . . . . . , ,. ,.,:. .:. , ;;:.:, , ;:.:.:. , ,. .:. . , . . ,. ,:, , , ; . . . . ;< . ,' < , . . ,:.., ':;:'`` , ... .. .. ;, . ,. . , ;. . . .,; . . : . ;. ..:.> ;: ::: `: : : , . , . : . . o;;: . : : :;:.: , _ _ ._. ,. . . . . , : .:.. ,. , . . .:,:. . _ . .. . .,.. ,,:. . . ,. :.;. .. , . . . . . . . , . :... ; , ;;;; , ...:.:.. , „ . . . ,:. . ,,.:. ... : e ,,:. . , [ . . . _ . . . ..... _ . . ,. . . . . . _ . . . ANYFORMIED WITHOUTPROHE CEXPRE S ,. :..,. . . . . . ,:.:,.;; . i ,.. . . ; . ..:.:. ,_ . ;..;;; , ...... . . ,. . , . , , , ,:. . . . . _;;;;;. . . . ....,. � , . . . . ....... < .t.. . . . . . . . . ,. . . ,. .;; . . ,. 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Existing Skylight to Remain G) ����A ��, �'' New window Unit in existing Opening, preserve �' ' T�, � � �dl existing 2x12 exterior trim � �.. t,.. � , � � At East Elevation provide new Half-round �" �j ¢ coppper gutters and cylindrical downspouu '> �/' ; � ',. New Synthetic Shake Shingles at Existing Roof. Roof (heated) to match existing at West Elevation �` Ventilation, Overhang, Fascia, and heated Copper ����5�� ������'�` Gutters/Downspouts to Remain as-is *TYPICAL* . ,�M�� _ _ Provide Bylin "Rim" heat panel roof ice-mek Existin�Gal'a�e Rid�e system at eaves and valleys, finish to blend with � to Remain new shingles,Typical New Synthetic Shake Shingles at Existing Roof. Roof � EL = I I T-3'/z� Ventilation, Overhang, Fascia, and heated Copper GutterslDownspouts to Remain as-is *TYPICAL* � — - — - — - — - — - — - Existing Ridgeline to Remain� EL = 1 15'-7'/" i � OM � (4) new/reconfigured window Uniu in existing Opening, preserve existing 2x12 exterior trim � � i � T . � d' � � djacent House � d' Beyond � � o o B B M NO WORK* ► M � � � � ( Align ,� „ - M Existing EI c rical Meter/S ice to Remain ( / � 2�_3� 2 3�-4" $° 3,-4� 2 2�_3� � i � 6cisting G s eters/Servi o Remain � O � Existing Stucco to remain � i New front door and sidelite in enlarged opening - natural-finish select alder; Provide 2x6 trim to match existing Main Level - Top of New Gypere� �SSUED FOR• DATE: � � �- - - - - - - - - - - - - - - EL = 100'- I %" � Progress 4 December 2009 . 17 - - - — — _ - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MainLevel - ExistingLSubfloor Progress 12 �anuary2010 EL = ( 00'-0" — � Progress 08 February 2010 Remove Existing Bay Window at Kitchen; Construction 5 May 2010 6cisting Stone Veneer wainscot and � metal cap to remain Patch/infill stucco, vertical siding and soffit I Existing Front Poreh/Roof to Remain I Existing StoneVeneer wainscot and above for uniform appearance � Stabilize and provide shoring as required to �j I metal cap to remain RevisionQl 17 June Z010 ( stop/reverse settling; refer to structural � � New insulated overhead door in existing New window in new opening;Trim window ( opening; Overlay door with I x6 vertical ceadr with 2x6 Casing to match existing planks (smooth) stained and finisehd to match I Existing Grade and boulder retaining wall to remain new select alder front door. ( Note:There is NO chan e to ihe existin Grade ai ihe Existing StoneVeneer wainscot and g g metal cap to remain � East Side o f the House; take care to restore existing grade I I at completion o(construction I I Lower Level - To�of New Gypere _ �- - - - - - - - - - - - - - - EL = 90'- I '/z' � � - — — - — - — - — - — - — - — - — - — - — - — - — - � - — - — - — - — - — - — ' Y - - - - - - - - - - - - - - - - - - - - - - - - - - - LowerLevel _ Existin� Subfloo� EL = �JO�'On NOTICE: DUTY OF COOPERATION Release of these plans mntemplates fureher cooperation among che owner, hIS contractor and the archtrect Dashed Lines indicate 6cistin Desi n and construction are com lex. Alchou h the 5 4 3 2 � � ( � Basement be ond g 8 P s y Architect and his consulranu have performed their services with due care and diligence. they cannot guarantee perfection. Communication is imperfect, and every conGngency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall . � � ' . . . . . . . � � � � � . � � � . � � � � . � � � . � � � . . . $P3 DBCWSY.3iYS R2ili11g beyO�d � . � be reported immediately to the architect Failure ro � � � S2� notify the architect compounds misundersanding and increases construcGOn costs. A failure to cooperate by a � simple notice to the architect shall relieve the architect I from responsibility for all consequences. Changes made East E I evat i o n from rhe plans without consent of the architect are unauthorized and shall relieve the architect of responsibiliq for all consequenres arriving out of such � . . . . . . . . . . . . . . . . . . . . . . . . . . . � � � . � . � � � � . � � � changes. . . . � � . O COPYRIGHT 2010 THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED iN • ANYFORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECTURE STUDIO. New Synthetic Shake Shingles at Existing Roof. Roof Ventilation, Overhang, Fascia, and heated Copper GutterslDownspauts to Remain as-is *TYPICAL* Existing Garage/Adjacent House _ Rid�eline to Remain _ _ � Q EL = I 17'-3 '/2' New chimney. See West Elevation for information about chimney I and requirements for new chimney shroud – — – — – – — – — – — – — – — – — – — – — – – E,xisti�Ridgeline to Rem2in u EL = I I 5'-7'/a° o Existing Garage/Garage Roof Beyond — — — — — — — — — — — — — — — — — � � 6cisting Porch/Porch Roof Beyond � �V � N ��_ „ :. � '_ ` � � � � y � Provide Bylin "Rim" heat panel roof ice-melt � i system at eaves and valleys, finish to blend with New window Unit in new Opening, provide 2x6 � O � � new shingles,Typical O O trim to match existin � � L „ � L L � o �? � Oa� � a � d- Remove (e) window; at /infill stucco for uni r O � �M't � � appearance � Ad� C 11t O S � � �: Existing Stucco to remain � Align Head of this ( � s ._ window with (2) i y0 d V i., � "F" Units on Existing Main Floor D c ith new synthetic c ing and Powdervcoated Metal � �/�/ R � V � ,p •a eo 0 New window Unit in new Opening, provide 2xb � � � Adjacent Wall Railing; provide newT oard at deck perimeter. � � `� � trim to match existing windows _ a C p p Note: New Railing is si ' ' , ail and baluster spacing to meet = � _ � : � O ; current code re quiremenis � T� � o N � � � � � c=°� ' . �► u � � L .�.,) – - - - - - - - - - - - - - - - - - - – – – MainLevel - To�ofNewGyperet � � � � O EL = 100'- I '/° � � c' z (6) new/reconfigured window Units in existing Align Head of this � � V y v= Opening, preserve existing 2x12 exterior trim 2" 2" window with �� '� � �'' - - - - - - i �-ii ��� zrio-� 8 - T� - - �� i,� — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — MainLevel - Existin�Subfloor_ � a Y Door/Sidelite on — — ��� � ( l � �C EL = I 00 -0 � �/ L � AdjacentWall ( I of 4) Existing Stone-veneer N � Columns to Remain � = U � rr__ J�°,� �p � � Existing StoneVeneer wainscot and New window; Provide 2x6 p � i �� � •� metal cap to remain trim to matth existin ii � � ii � � � � g �� � � /� j l7 0 > , . , „ � � ;� W � v u = � Stucco to matth existing �i � New Low eck/Walkway beyond; 2x Synth i ecking & P er- i o � � a � W New window Unit in existing Opening, preserve c p o i coated Me I ilin to match that at Main Flo r i axisting opening at stone, stone lintel and sill � ii i g i i� � � � t m N ��G= o � = U i � , � • _ � � � 7 Existing Grade 1 ¢ - — - — - - — - — - — - — - - - - - - - Lower Level - T�o of New G cre � � Q W c. � � - -� - - - - - - - - - „ — - — - �— EL = 90'- I '/° � � s � � New Lowest Deck; 2x Synthetic Decking & Powder- e�- _ coated Metal Railing to match that at Main Floor T N � y,� � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — LowerLevel - ExistingSubfloor � i � .� c W Dashed Line indicates Existing Grade EL = 90'-0" – — – Note:There is NO change to the exisiing Grade at the � 5 4 3 2 I � I � — _ addition or 6elow the Lower Level Deck Restore original � New Boulder Reta.inage —' — _. � _ grade at completion o f construction ° Note: Refer to Landscape Archited for retaining wall and - - � _ — changes to gmde at the East Side ofthe House — _ _ ° � � Glulam Beam N 5 20 � � . L - - - - - - - - - - - - - - - - - - `^ New Patio on Grade; Refer to Landscape Architect °' 2 North Elevation �---- 3 Addition Beyond � New Steps (Synthetic Decking) and Powder-coated metal � railing down to grade � (E) Boulder Retainage � Pier Ref StP ct on concrete � � 1—' • °� �„���"'� . ,,..«•<.:w°.��i�, . New chimney: 2x frami g w�cco to match existing; Provide ` � ��,�,. �, �*} �'"�:, �m °" ,,v �v � `` bv' custom-fabricated metal shroud similar to that at adjacent house; New Picture Window, Patio Door and Transom in existing/modified opening; /'�*"'� � � � l� ��, °`� Finish of chimney shroud shall blend with new roof shingles; repair or replace 2x 12 trim to match existing `� *`E��� t„T !�� ,�°'.� Perimeter/edge of chimney top is stucco over 2x4 and decorative � , `;. foam trim (Styrotrim CR2300 4°x6" or approved equal) �� �Y `����������� �� ��� NOTE Custom-fabricated chimney shroud MUS7 be listed by fireplace �� g •;� �. �' �� Q manufacturer(s) for use with both fireplace units venting at this location; i , �, � �� � _ ,��, r� � : � • ,, � � !� su6mit docume t i o f this listing to the Town o f 1�ai1 once it has been �A ��` T' �,� � } 'roM � � , o6tain � �m �: ,.,,,� yF , '��y,� ,�'° �;� �sr�, k..� � ' . . . . . . . � . . � . . �4'.�.� .�vY i � ��..:r.Tw�it�n"�J ` . '� ::°4r' ,P�A�' New Synthetic Shake Shingles at Existing Roof. Roof Provide Bylin "Rim" heat panel roof ice-mek Ventilation, Overhang, Fascia, and heated Copper New Synthetic Shake Shingles at F�cisting Roof. Roof ��e ��t,�,�fi ` "�'° w'' system at eaves and valleys, finish to blend with �,,,� , °� 2 � . Ventilation, Overhang, Fascia, and heated Copper � ,� � - z ° -+'� � Gutters/Downspouu to Remain as-is '�`TYPICAL* new shingles,Typical GutterslDownspouts to Remain as-is *TYPICAL* ���""" '^^°~� � °''� � ' Existing Garage Ridgeline New windows with 2x6 trim to match _ to Remain— - - - - - � � existing; infill/re-stucco for uniform EL = I 17�-31/z° Existin Rid elme to Remain appearance • �� _ � EL = 115'-7'/a" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . a`-o" Q • � . � � • � � � E ual 3 6 -4 3 E ual � �o � � Q Q New Door and Window in Existing Openings; � . Remove Window, Infill opening and re- Alig Preserve existing exterior trim , O , _ i . stucco for uniform appearance , � � \ � M _ / Align � ' New Deck Extension Beyond � '. / � New Door & Sidelite with wood trim to match existing; �. '. ` . �. � � - - - �--� infill/re-stucco for uniform appearance 9� I 0 F F OG I I I 2 - - a _ Main Level - To�of New Gyperete - — - — - — - — ' �� �r -��- � �� - � • � � � �� �� �� �� �� �� ,� Ad� acent House �� � �� �� �� �� � � �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � �� � �� �� � � ,� � � � �, �� �� � � EL = 100'-03/" 8064. 17' ( ) � � � � NO WORK� � ISSUED FOR: DATE: � - - Progress 4 December 2009 . . � . � � � . . � � . . . . . . \ � � � � � � � I J L JLJLJLJLJ JL . � Main Level - Existin�Subfloor - — - — - — - — - — - — � � EL = 99'- II '/a° (8064.04') - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - c -_ _-_ _ _ - - - - - - - Progress 12January2010 Existing StoneVeneer wainscot and metal cap to remain � i i - - - - - - - - - - - - - - - - Dashed Lines indicate Existing Deck in � I- , Fo g d at H e Progress 0 Febru 2 0 i re roun Adjacent ous 8 ary 01 � � � � � � Construction 5 May 2010 . . . I I . . . LJ LJ I � I I I . � . . Existing Main Floor Deck with new synthetic Decking and Powder-coated Metal Railing; provide newTREX i i Stucco at addition to match existin LJ I I g Transcend Ixl2 Rim Board at deck perimeter. L � Stucco to match existing � , i i Note: New Railing is similar to existing adjust 6ottom rail ond baluster spacing to meet current code requiremenis RevisionQl 17 June 2010 \ � i i New Door & Sidelite with wood trim to match existing; infill/re- � � i i Existing Crawlspace access panel stucco for uniform appearance (2) new patio doors with � i to Remain Ixl2 trim to match that i i New Lowest Deck; 2x Synthetic Decking & Powder- at Great Room i � Existing StoneVeneer wainscot •. , . : coated Metal Railing to match that at Main Floor � . 2Z 23 doors/window above 24 25 � t i and me I cap o remain i i Lower Level - To�of New GYperete — - — - — - — - s �� � � � EL = 90'-03/4' (8054. 17') - - - - - - - - - - - - - - - - - - - - - - - - - - yr , , —� �� � - ` ii i i Note:There is NO change to the ex�st�ng Grade at ihe LowerLevel - Existin�Subfloor - : . ' ;; i i - - - - - - - - - - - - - - - - - - - - ck g a► - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � eatco et�on n ct addition or below the Lower Level De Restore ori in � EL = 89'- I I '/a" (8054.04') 8�5�.g i i grad mpl ` o f co stru ion - - - . � - - - -� � - - i � _ _ - - - - - - - - - - - - - - - - - - L NOTICE: DUTY OP COOPERATION L - - - - - - - -� � � Release of these plans contemplates further cooperation � among the owner, hIs contractor and the archltect Jr 4 3 2 � � � Q New Steps (5ynthetiC DeCking� 3nd � Design and construction are tomplex. Alrhough the PowdeF[oated metal 1 diling down to gY2de — — Archirect and his con:ulmnrs ha�e performed cheir New DeCWWalkway; 2x Synthetic Decking & Powder- se�-v�ces with due care and diligence, they cannot New Patio beyond; Ref to LandscapeArch coated Metal Railing to match that at Main Floor guam�cee perrecr�o�. commun�cac�on �s �mpe�rece, a�a every contingency cannot be anticipated. Any ambiguiry or discrepanry discovered by the use of these plans shall � . � . � . . . � [ . � . . � � � � . � � � . . � � � . . � � � . �4� FJCiStltlg $t011e-V@ItEef Co�lJ111115 � . � . � � . � � � � � , _ be reponed immediately to the � architec� Failure to � � � � 2Q Existing Boulder R inage — f with stone caps to Remain noc�fy the architect compounds misunderstanding and � C / ( � increases construaion costs. A failure to cooperate by a I • � r cpva / simple notice to the architect shall relieve the architect W� ►7� � I V ♦ �.f�� ' O � ( � � l r � from responsibility for all consequences. Changes made C f � � � ( � �i�iam Beam ana bXbwood Lower Leve) Addition Beyond (Existing) Columns from �,e P�a�� without consent of the architect are � � unwthorized and shall relieve the architect of � Post; Ref Struct responsibility for all consequenres arriving out of suth changes. OO COPYRIGHT201D - THE ARCHITECTURE STUDIO ALL RIGHTS RESERVED. THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED IN ANYFORM WITHOUT THE EXPRESS WRI'TTEN PERMISSION OF THE ARCHITECTURE STUDIO. Existing Roof /Roof Structure, Fascia and Overhang — to Remain;bashed Line indicates existing Ridge in Foreground - - - Existing_Ridge Beam(s) to Remain - - - - u - - - — - — - — - — - Existin� R�eline to Remain ^ o � - - - - - - - - - - - - - - - - - - - - - - - - - — - — - — - � , - - - - - - - - - - - - - - - - - - - - - - - - LA4� , , \ EL = I I 5'-7'/4' � . � '� � , , - . , � � •c , , — , , , � � . . . . . . � . . �. . . � . . � � � . . . . . L . � � . . . . . . . . . . . . � . � . . . . . . . � � � . . � � � � � . . . . � . . . � � � � � � . . . . . . � . . � . . . . . . . . � . . � . . . . . . . . . � � / ^ \ . . � . . � � � � � . . . � . . . � . . . . . � 0 . . . . . . . . . . � � � . . � � . . . . � . . . . . . . . . . . . . � . � � . . � . . � . � � � � O V � � . . . � � . � . . . . . . . . . . . . . � . � . � . � \ . . . � � . . . , � L � . . � . . . � . � . . . � . � � � � . . � . . . . / . . � . . . . . . � �F� � . � . . . .. ' . � . � . . .. � . . . . . . . � ' . . .. \ . . . . � O � . . . - - ' � � a , , - - - J � 0 � �. a � Existing Rake Overhang to Remain � ' � Q � � Existing Front Porch/Roof to Remain � • � _ _ _ � Stabilize and provide shoring as required to New Decorative Beams � _ . � � s t o p/r e v e r s e s e tt l i n g; r e f er to s truc tura l � +-' ,� C NewlReplacementWindows at Existing Openings i at Existing Ceiling � � v O i � •� •� � � i = u i New 2x Sleepers and � � I '/" Gyperete Overlay \ � L� i Typical at Main Floor � � u � � u � v . _ �Main Level - T�o of New Gy�crete— - — - — - — — - — - � � � c � � EL = 100'- 1 '/° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � (�j ,y aC • � � 1'eat OOm Itllllg i Existing Beam(s) to Remain /w .� � � m Main Level - Existing Subfloor rl � .n � EL = 100'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � � = N = o V � Existing Deck Structure to remain Existing Main loor Structure �o Remain Throughout � ` _� � •� with new s ynthetic Dec ki n g a n d i / Q L Metal Railing i .__ � � o � i � � V � i � �. . . � � . � � . . � . . . . . . � � . . . . . . . . � � . � � � �. � . . � . . � � � . . . . � . - � . � � . i � � o � ' • — New Synthetic Deck & Metal Railing i � = V � at Lower Level New 2x6 Wal In il Below sting Main FloorWall • � 3 � a� > i � I.f'� Q �° W Lower Level - Top of New G�crete i New 2x Sleepers and � � � � - �EL = 90'- I �/° — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - i I %" Gyperete Overlay ` � - - —B droo 3 Typical at Lower Floor Bat Hall � N � � � � LowerLevel - ExistingSubfloor - - - - - - - - - - - - - - - - - - - � — — — — — — — — _ _ — _ _ — — _ — — — — _ _ _ — _ — _ � J O S EL = 90'-0" - - - — - - — ( I of 4) Existing Post(s) to Remain � ,. . 5 4 3 2 I 0 I 0 New Floor Structure � � 3 o --� ; : Crawlspace Vents Existing Floor Structure to Remain - ( New Foundation & Footing Existing Grade � Saw-cut for access to (N) Crawlspace ° 5 20 (N) Crawlspace � ° N Existing Foundation to Remain — /I(E) Cra.wlspace �.; � 2 East-West Section - — — — - — — — dd�t,a� � / � � . 4 w Door � Schedule p r • � �� � 0o T es Window chedule �� u :� ��z � �:4� -�� �J � � : Door Descri tion � �`? � r T e Comments Hardware Window Manufaturer # R. O.W. R. O. H . Comments ?°� '�� ` `� � � � ���� 3'-0" x 7'-0" Door A Door, sidelite & jambs shall be "SelectAlder'; Stain & finish shall be as selected by Owners; Provide � . :� ° ., " � . O with 2'-0" x T-0" Sidelite Leaded- lass lites with obscure lass & attern to be s ecified b the Owners � ne ' , O AWning �` ' � 4 � 3 � - 53/4° 3 !- Jr3��� Verify Operation with Owners and Architect prior to Ordering � � i u �? � ' °�� � . _���, �: 2 ,� O Z�- 6�� X 7�-��� B _ _ - Tw� , � B (2� Custom Fixed To Fit in Existing Opening; Refer to Building Elevation for size Break-down/Mullion location; „� �,? � 0 Field Verify Field Verify „ c, , Tra ezoids Mulled Atta.ch sashes utilizin a 2 s read mull and clad mull cover �� �� 0 2'-6" x 7'-0�� B - - - Three � O Casement #2341 I ' - I I 3/a�� 3 ' -53/�� ., ., �, P . g �'��� qg.�G`4'`' Provide Flemish Obscure Glass;Veri with Owners rior to orderin O2�- 6�� X 7�-��� g _ _ _ � � Pair Casements . To Fit in Existing Opening; Refer to Building Elevation for size Break-down/Mullion location; Three � � � �--i As metricall -sized F� eld Ver'ify Field Veri�/ Attach sashes utilizin a 2" s read mull and clad mull cover � 0 2'-6" x 7'-0° B Two � ��A�� ,� B�� �� C �� E - - - - - - � NOTUSED - - - - - - . - - - � g n � 3 n _ _ _ • 0 2'-6" x 7'-0° B Three Q Casement #2559 2 - I / 4 - I I / 0 2'-0" x 7'-0° B - - - O � �� � 3 �� Three G Custom Picture 6 - 3 I 3 / I 6 b► - 2 �8 To Fit in Modified Opening; Align Head withAdjacent Door O � �-6�� X 7�-0�� B _ _ _ . � (3� Custom Fixed To Fit in Modified Opening; Refer to Building Elevation for size Break-down/Mullion location; ' Field Veri Field Yeri �WO �--i Tra ezoids Mulled � � Attach sashes utilizing a 3" spread mull and clad mull cover ' � 3 �-0° X 6�- 6�� C Pella Designer Series In-Swing French Door #3881 (R.O. = 3 '- 25/s" x 6'-85/e') FOUt" , / � • : I / / � O Custom Casement Field Verify Field Verify To F�t �n Ex�st� ng opening � 0 3 �-0�� x fi�-6° C Pella Designer Series Fixed French Door/Sidelite #388I (R.O. = 3'-25/s° x 6'-85/s") NOne ' ' � • O J� (2) Custom Casement Field Verify Field Vel'ify To Fit in Existing Opening; Mull (2) Sashes together � � � n , n Pella Designer Series In-Swing French Door #7596 (R.O. = 6'-3 I 3/ I 6" x 8'-0") . . d' II � 6 -0 X 8 -� � *FieldVerify Height prior to framing/ordering to fit below Existing Header* FOUt" � � � � �K Custom Casement Field Verify Field Veri�/ To Fit in Existing Opening � � . , � I 2 2'- I 0" x 7'-0° B - - - TWO . \ � / L Custom Fixed Trapezoid Field Veri Field Veri To Fit in Existing Opening � . 0 fi� fi� M 13 NOT USED - - - _ _ _ _ _ _ �� � �� �� F�� �� G �� , M MO Custom Fixed Trapezoid Field Verify Field VerifY To Fit in Existing Opening � p � M I 4 2'- � �" X 7'-Q" C Pella Designer Series In-Swing French Door #3681 (R.O. = 3'-03/" x 6'-85/e") FOV r �aSel'Y18tlt #2359 � �- � � 3��� 4� - ( � 3��� � *New Noor in Modified O enin r'x � � s 3 '-0" x 7'-0° ' - - - F Door shall provide Minimum 20-minute Fire Separa.tion between Garage & Living Space FIVB � i 6 2'-8" x 7'-0" B - - - Two G Existing Door in (E) Opening; provide new Ix6 vertical cedar overlay - SMOOTH FINISH; Stain/flnish ISSUED FOR: DATE: i � 20'-0" x 8'-0" None � �� � �� cedar overla to match ClearAlder at Front Door Progress 4 December 2009 ` � $ 2 - � � X 7 -� B - - - I w� Progress 12 January 2010 � 9 2�- � ��� X 7�-Q�� B - - - 1 h ree Progress 08 February 2010 Construction 5 May 2010 20 2'-6" x 7'-0° B - - - Three 2 � Z�-6�� X 7�-0�� B - - - 1 h ree RevisionQ 17 June 2010 �� G „ 22 3 �-0° x 6�-8° C Pella Designer Series In-Swing French Door #3882 (R.O. = 3 '- 25/s" x 6'- I 0") FOUt" 23 3 �-0�� x fi�-8�� C Pella Designer Series Fixed French boorlSidelite #3882 (R.O. = 3 '-25/8' x 6'- 10") NOne 24 6'-0° X 8�-0° � Pella Designer Series In-Swing French Door #7596 (R.O. = 6'-3 I 3/ I 6" x 8'-0") FOV r 25 6�-0° x 8�-0° � Pella Designer Series In-Swing French Door #7596 (R.O. = 6'-3 I 3/ 16" x 8'-0") FOUt" 26 2'-0" x 7'-0° B - - - Two NOTICE: DUTY OF COOPERATION 2'— � �" X �,-0" g �OOP 111USt flt bCCWO@rl (E) Structural posts in wall; T Release of these plans mntemplates fureher cooperation 27 1 � ree � among the owner, hIs contrector and che architect Field veri width rior to framin doorwa or orderin door `� I n � OW � O V �/ S Design and construction are complex. ni�no�gn �,e 2$ B � � � Architect and his consultanu have performed their 2'-0" x 7'-0�� Two services with due care and diligence, they cannot guarantee perfecuon. Communication is imperfect, and B T every conringency cannot be anticipated. Any ambiguity 29 2,-6" X 7'��„ � � � 1 � rQrP. p . . p or discrepanty discovered by the use of these plans shall I . All windows shall be Pella � Designer �Series Aluminum Clad Wood , unless noted otherwise. be reported immediately � the architeck Failure to 3 � 2'— � 0�' �( 7'�0" B � � � notify the architect compounds misundersranding and � Three 2. Exteriar Cladding shall be Hemlock to match Existing, Interiors shall be stained wood . increasesconstructioncosts. Afailuretocooperatebya simple notice to the architect shall relieve the architect 31 2'-6" x 7'-0° B _ _ _ T 3 . REFERTO BUILDING ELEVATIONS for break-down of sizes at asymetrical units fromresPo�s�b,��. fo� a�� �o�seq�e��es. �h�,gesmade O 1 � ree+ from the plans without consent of the architect are 4. All Hardware shall be "Oil - rubbed Bronze". unauthorized and shall relieve the architect of 32 Pa� r` 5 '��„ X �'�O„ G S 'X responsibility for all ronsequences arriving out of such ' ' ' S . See Building Elevations for Operation and Hinging Requirements; Provide Screens for all Operable Units, verify screen �ha^g�. color with owners . ocoPYR�cHTZO � o , THE ARCHITECTURE STUDIO ALL RIGHTS + T 6. Provide Low- E insulated glazing throughout; Provide tempered safety glazing where required by Code. RESeRVEO. THese DRAWINGS MAY NOT D 0 0 r � � l. e S � G�, r� Wa, re 1 e S 7. In -swin French Doors throu hout shall be Pella " Desi ner Series" with S ecifications to match Windows � see " D001" BE COPIED OR REPRODUCED �rv � � � g g P � ANYFORM WITHOUT THE EXPRESS NOt@S�� at Plght. WRITTEN PERMISSION OF THE I . All new interior doors shall be solid " KnottyAlder'; stain and finish ONE - Handleset with Deadbolt Lock ARCH�rECTURESruo�o. " shall be as specified by the Owners TWO - Passage Set 8. Provide Architect with a copy of the window order and shop drawings for review and approval prior to finalizing and placing order. 2. All new interior doors shall be Simpson °Traditional ° #465 2-panel, THREE - Privacy Set , � ,� 9. ALL windows are to provide a U -value of . 35 or better. arched-top ORAPPROVED EQUAL FOUR - Leverset and Multi - point lo� as provided by Door Manufacturer 3 . See Floor Plans for operation/hinging requirements and designation FIVE - Privacy Set plus Deadbolt Lock 0 of "Active° leaf at pairs of doors SIX - Dummy Knobs with Roller Ball Catches 4. New Exterior Patio Doors shall be Pella Designer Series In-swing French Doors with Aluminum -Clad Exterior. Cladding color shall ►votes: matCh th3t at I1eW WindoWS . Opera.ble Doors shall have Sta.ndard � • A�� door hardware (kno6s, escutcheon �►ates, strikes, stops, etc.) shall be as selected 6y � Owners � Sills; veri screenin re uirements/o tions with Owners . Hardware � o � g q _ P 2. Hardware colors & finishes throughout shall be as selected by the owner � shall be supplied by Pella Style & � nisl1 Sl1all be as SeleCteCl by t118 3. Ensure that Hinge color/finish at InteriorAND exterior door throughout matches that � y Own e rs. selecte d b y Own er s f o r k n o b s, e s c u t c h e o n �l a t e s, s t r i k e s, s t o�i s, e t c. � _ ,a� � ` • � 00 � ° tC� o s � �' �° ` " � o u` � v � Q � b- � v � 4� ° � � v = .� V r+ O .� � a..� C � •� _ � � � V L `� O � � V � � � a � V .o � • � � ,h � � ■ � '� O . . � � . � . � . . � � � . . � . . � . . . . . . . . � . . . . �. . . � � . � � � . . V � L . . . � � . . . . � . � � � � � � � . ' � � . . � � � � � � � � . � . � . . . . . � . � . � . � . . . . � � . . . . . � . � � � = v � ��.. � W` J�` � � / � � � 0 V s � � � � � Q , i � y i = o _ � °' � � ° . _ � � � �s � � ^ W O � d- � � i N � � ' � � � o � � a , o 0 . ti . . . N . � . . � . � . .. . . . . . . . . � . . . . . . . . . . � . . � . . . � . . . � . . . . . . . . v1 � � � . � � . � . . � � � � . . . . � . � . . � . � . . . . . . � . . � , � . N �, . . : � . . � � . � . � � � . � � � � � � � . . � � � � � � �� � � � . � � � . . . . . . . . . � . . � � . � . C � . . . . . . . � � . . . . . . . . . . . � : . � .. . . . .. . . . � . . . . . . . . . . . .. � � . � . � . � � . . � . . . � . � . � . . . . . . . , . . . � � . . . . . . .. . . . . . . . . . . . . . . � . . . . � . . . . . . � , . � . � . . . . . � � �. � . � � � . . . � . . . . . � . . � � . � � . . . . . . . . . . . . . . : . . N . . . . . . . . . . . . � . . . . . . . . � . � � � . . � . . . . N . . . . . . . . . . . . . . . � . . . � . . . . . . . . � . � . . � . � �.. � � . . . . . . . . . . . . � � . . . . . . . � � . � . � � � � . � . . � . . . . . . � . . . ; , _ ,. � ..� T ical Wall Assembl Stucca ` !�, � .�� . Note:Attach oll s nthetic Deckin and Deck Materials - Synthetic Stucco Finish to Match Existin — ,�n' � � , . . " � 4 � ;�z ` = ,.. Y 8 Existing Stone-Veneer - Galv. anded Metal Lath NewAddition Existin Lower Floor „• �- :�`� : , with Screws; Naiis are NOT aae�table Column Beyond � � - 30# Building Felt OverlaY (� Subfloor with New Ix ? � - �' � 2x10 Joists and Decking at Deck/Walkway - U2 OSB Sheathing T , ical FloorAssembl :- Sleepers, I %s" Gyperete with t`'% �;., . _ �, - @ 16 o.c. � - Fm�shed Floormg (Not Shown) Radiant HeatTubing;Typical �� ,� �p�; - MINIM M 2 Batt Insulation Min 12 Flashing - 2x Slee ers 16" O.C. Throu hout House '�'� .= } . x°" New Powder-coated �� P @ g � '�.� � f ; �j- TO. Deck/Walkwa Steel Guardrail � - ml yVapor arr with Perforated - I '/i' Gyperete with Radiant HeatTubing ��' '`��, ��: ��} �,� � ��� > . � T EL = 89� — 93�4� � - I /2" GYP Board Weep Screed - Felt Bond-Breaker � � 'y� � � n _Lower LeVeI:T.O.�p I'ete - — - - — - 3/�" T&G PI ood Subfloor •c� J�§�b �%� � EL = 90� - I '/z" Timbertech Synthetic Decking with �'a. ���� ���` • Concealoc Hidden Fasteners � �'`� � ��� �'� �� New Powder-coated Steel Guardrail with 3-part Ste s u > — — — — — — — — — — — — — — — — — — — — � � i��s `� "� TREX "Transcend" Ca similar to Existin P P _Lower_Level: Subfloor _ _ _ _ _ _ _ — - — - — - — - - — - *�'```.,,r,,,,,,,. �� P g � EL = 90' - 0�� — - - - - - - - - - - - - ��:,a� T.O. New Deck , �, Timbertech Synthetic Decking ;: . , . . .. , / . . • ; • with Concealoc Hidden Fasteners � EL - 89� ' �I3�4 ; , �• - _ _ • 6'/4' x 15" Glu-Lam Beam ( I of 2), Ref Structural ; . : :;> _ _ ' � - - - - - - - - - - - - - New Ix12TREX � � 2x10 joists, Ref Structural _ - � � ' "Transcend" Rim board ; � ' 6x6 Post, Post Cap and Post Base (3 _ � _ Places), Ref Structural , . - � � � 7�c6 PT PI te with Anchor Bolts, Ref Struct - - - R-38 Batt Insulation (E' 2x10's to Rem in T.O. Lowest Deck— - — - — - . _ , , , _ _ ' ' 2x , ef Struc I % 0 Floo ists, Ref. Struct . - - - 3 _ � Dashed Li es indicate blocked- t CrawlspaceVenu: � EL = 86' - 10 /4' _ Glu-Lam Beam Beyond,� ; `. . . . ' I sf per 15 sf• locate within 36" f each corner x l r Jo Saw-cut Opening for 2 � , , , - ' - Ref Structural : ' _ _ _ - Hanger, Ref. Struct. � , , - - � Continuous Metal , New Crawlspace , T.O. Pier Mesh/Screening,Typical at Enti e ' Grade S�o e Ledger, Ref. Struct. Access • O l , � , , � . , - - — - � �� � _ - EL = +/- 85' - 6'' 7 Deck Perimeter;Verify exact ' • � NewTREX Transcend Ixl2 Rim Board % � � / '�*FIELDVERIFY�� location with LandscapeArchi ect � � • �� �� � ; � � ' � Hanger, Ref Structural ; � NeW Pa.W�SPaCB � g , � r , � � Grade; Dazhed Lines Indicate � , � Existin Continuous Metal Mesh/Screening,Typical at ' , - Existing Grade lowered to P � ; Crawls ace Entire Deck Perimeter;Veri exact location � ' � accomadate New Deck(s) � (� � � ; New Reinforced Concrete Foundation Wall M with Landscape Architect � � � ' Provide 2" Gravel "Cobble" � � and Footing; Refer to Structural Engineer (� Concrete i� ; , , � � below entire deck %, for Reinforcing and Size Foundation Wall to � M , � D Remain T.O. Pier ; , , � , � � --< - - - - - - - - - - - - � EL = +/- 84' - 3" **FIELDVERIFY*� ; ' � ; - � ' � � % • • � , � , , , , , . Existing Boulder % � RetainingWall to ISSUED FOR: DATE: Remain � � / Progress 4 December 2009 Progress 12January 2010 (E) Grade � _ � Note:All Reinforcing Sha11 be ns specified by the Structural Engineer; � Progress 08 February 2010 Rein forcing Shown is Illustrative ONLY d � �` Construction 5 May 2010 : 0 3 . Foundation Detail LowerAddition / Deck i �� = i � -o° Re�,s,o� � � � ��ezo � a �� 0 J D D D b Note: Railing Shown is that at Main Floor Deck; p p Rai►ings at Lower Lever Decks are Identical � o Rai� ing � � E Eq� � Existing StoneVeneer Column Screw (2) TREXTop Rails to either side of � p ans Solid Stone Cap wrought iron balusters at blocking - two screws Cap:TRIX "Transcend" 5/4xb, U per block, +(-3" on center � Continuous _ Top RaiL (2} TREX "Transcend" 5/4x6 ripped to 3'/" width, _ Continuous NOTICE: DUTY OF COOPERATION � � . . � . � . C � � . . . - - - i r - - - - i r - - - - � r - - - r - - - - � r - - - - � - - � r - - - - � r - - - - � r - - ' � . . � . . . . . � . . . . � • • � � � � � , • � � � � � , • � � � � � � • Release of these plans contemplases fureher cooperation . . � A _ _ _ _ _ � � " ' � � � � � U � `� - , � - - - - , � � - - - among the owner, hls contractor and the architecc d „ „ , , Design and construcuon are complex. Alchough the v�c � xl TubularSteel sub-rail , Architect and his consultanu have performed eheir i I COI1tI11U0US services with due care and diligence, they cannot � I guarantee perfecUon. Communication is imperfect, and � I PPOVIdC I °XI ��° wood Blocking every contingency cannot be anticipated, Any ambiguicy / � " SC�eW2d t0 � �5C � ° steel �SUb-P31�� or discrepancy discovered 6y the use of these plans shall � � be reported immediately to the architecc Failure w � U ;p betWeen evel'Y thil'd Pair of baluSteYS notify the architect compounds misundersbnding and �+ � _ �' I increases construction cosu. A failure to cooperate by a ° � simple notice to the architect shall relieve the architect [� � � °' Z from responsibility for all consequences. Changes made � • N � rth �JO � � I I D Vt{.1. ' ' (� �O • . V �i� D V � � 3�11 _ I l�OII � p� I from the plans without consent of the architzct are �r �r b unauthorized and shall relieve the architect of ---- "^-- vf � „ M� � � °X � ° Tubular Steel Balusters responsibiiicy for a�i consequences arriving out of such � � changes. . � . . . � i,+ � . . . . . . . � . � . . � . . . . � � � . . . . � . � � . ' N . � . � . . . . . . � � OO COPYRIGHT 2010 Note:Attach all nthetic Deckin and Deck Materials � THE ARCHITECTURE STUDIO ALL RIGHTS i 1 "xl " TubularSteel bottom rail SY g _ . RESERVED. THESE DRAWINGS MAY NOT with Screws; Nails are NOT acceptable _ — Continuous BE COPIED OR REPRODUCED IN � ANYFORM WITHOUT THE EXPRESS Intermediate Supports: Extend WRITTEN PERMISSION OF THE baluster to floor and mount to ARCHITECTURE STUDIO. � decking with powder-coated steel Provide Intermediate Supports Affix top & bottom Tubular Steel Rails to collar at +/-4'-0" on center structure at columns or house with steel collars; scribeTREX to finished stone � TREX "Transcend" Ixl2 Rim Board Existing StoneVeneer and Concrete Foundation New Powder-coated Steel at House to Remain -- -- 2" Guardrail with 3-partTREX Floor Joists andTimberTech Decking "Transcend" cap similar to Existing Note: Under-deck drainage system not shown Timbertech Synthetic Decking with - Contealoc Hidden Fazteners Timbertech Synthetic Decking with Existing Glu-lam Beam Concealoc Hidden Fasteners 2x 10 Joisu, Ref Structural u � o � � � T.O. Lowest Deck � � - — - — - — - EL = 86' - 103/;' . . . . n _ � n - � ._ = ; . Exterior Railing Detail i - i -o � _ � � � NewTREX "Transcend" ; � o o ,' IxI2 Rim Board � " � L � : _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � . _ _ - � o � . . � . . . . � � � �. � . .. ,. �. . . . � . . � � � . . . . . . . L . . . . . i . . . . . . . . L U Continuous Metal , � � � � , � Mesh/Screening,TYPical at Entire ; , , - ' � � � l Grade; Dashed Lines Indicate Existing Grade , O � M Deck Perimeter;Verify exact ; , .. lowered to accomadate New Deck(s) � O � � location with Landscape Architect , , ' � ' T.O. Pier % , , , � - ' � � 63/;' x 15" GIu-Lam Beam V s ,� Beyond, Ref Structural — V � 0 .S .� Q � - - - - - - - - - - - -�- = = ► � EL = +/- 84' - 3" 'x*FIELDVERIFY� ; , - � a,o � .�, , , , , , � � � � D � o �-� 0 v G� � o . � Existing Boulder D � , Retainin Wall to � Remain • � .� V g V o .K� a ' _ � � � � Q � D U � � . o � i L (E) Grade = = v G.� D � � J'' �o � � � Q y � � � � O � � � � � a � � D � � � v 4 D D � . • � 3 � � 3 � � ¢ W � , � � s '� i N � o �,.._ � � J O � a 9 0 ' — � 0 0 .a N . � . � . � . � � . . . � . . . . . � . . . � . . . . . . . � � . . . � �. . .. � . . v1 � � . � � � � : . . . . � � . . . � � . . � . � � . . . . � . . . � : � . . . . . . � . . � . . � . � . ... _ . . � . . . . . . . . . � � . � � . � � . . � . . . : N . . . . . . � . � � . � � . . . � � � . . � . . . . � � . . . . . . . . . � � . . � . . . .'. � 2 . East�IWest Detail Lowest Deck 3 „ _ ,_ „ � �� � _ � o . . . . . . N . . . � . � . . . . . � . . � . . . � . . . . . . . . . . . . . . . d . . . . . � . � � � . . . � . . � . . . . . . . . . . . � . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . ' . . � . . � . . � . � . � . . . . . . . . • . . � '��. � � � . . � . . . . . . ' . � . . . . . . . . . . � .� .L . . � � . . . . � � � . . � � . . . . . � . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . : r,r. . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . � . . � � . . . . . . . . . ( i . . . . . . . . . � . . . . . . . � . . . . . . . . . . . . � �\ „ .� �. � - Note: Preserve ALL existing � � � �� ��� � �q'" =. g Plumb � n F � xture Schedule Ma � n Floor . �," f� � .� ductwork and ventin at floor below - `'� ���” ' -��:� for ossible future installation of Air- . . r . �� - : �; � '� P Room Fixture Manufacturer S le/ Number Color/ Finish Comments �� � ��� � ' ` � �p ��� � � d �_ ; w conditioning. Provide diagram of " � `eY, � � IOCati011S & SiZ2S . Kitchen Sink - - - - - - - - - - - °� � �,���^� � � ;� � ��, �;d,a ��,.a r,:�t� � �� � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SinkFaucet - - - - - - - - - - - - ` _���� *��� '��� ;�', i .��'� ,� �V. • i e y �. yr � - � Garbage Disposal - - - - - - - - - - - - �,. ��a�� ��.y;, r � I ���.��.�t��`��' ( — I Laundry/Mudroom Sink _ - - - - - - - - - ID - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - -, I - - - � , � ' K ' � SinkFaucet - - - - - - • �,, - - - � � � � ,,f� � Note: Provide Power and Gas I �Ni � , � i � t � , . ' �� Note: Provide Power for Heated Towel Rack and Tub � - - - � � � as re uired b Manu acturers Instructions - - _ ,F' � - - - - - - - - � � - - � - - - - � -� MasterBath (2) SinkBasins � - - - � ` - - - Line to Fireplace as required . r , - � � - - - 6 Manuacturer'slnstructions - - = - - � < � - - - - - - - - - - - - - - - - ` � _` - - - - - - - - - - - - - - - - � r - - - - - - - - - - - . , , , � • - - - • ' -� - ' - - - ` ` ' ( ' � � � Note: Radiant Heat tubing sha11 eactend �2� $Iflk FSUCetS - - S � - - - • � � � � �� i ( 6eneaih new shower and 6athw6 at ' Toilet - - - - - - . - - - - - � ` I I Master Bathroom•�eri with Owners. O . ` � o Note: (4) Existing post lights are mounted too � � \� ,y� � �i3thtUb high above the Deck surface to meet the '` � . � ` _ � � '7.�. - - � ' - � - �/ - - - - - - • r requirement for exterior fixture exemption. � - - � � - �i - - - - - �i - - - ��_- - - - - - - - - - - - - � + � � _ � � � � � � - - - - - - - - - - - - - - - - - - LowerorEliminatethesefixturestobrin total - - r - i - - - - i - - � - - - - - - - - - � � - - - - - - - - - - - � � TUb FaUCet � S I � � � � i I � fixture count down to S. � i � I I � d' , , - - - - - _ � , , � � � - ( TubFiller/Trim - - - - - - - - - � � ' ' � ' � ' ` ` . ' � i � I I � C7 � �' - _ , _ - - _ � _ _ - , , � �� �` ( I F � - _ I Showerhead/Trim - - - - - - - - - - - - �` M � ` � - .. , � i 1 O C � 1 � - - - - � - -`� - - - - - - - - - - - - - �'- , � HandShower/Trim - - - - - - - - - - - - M � - - - - ' - - - - � -� - - r - - - - - - - - - - - � C - - - - - - - - - - - ° � i Floor Outlet; F.V. Exact � � �� � � . � I � � Location w/ Interior Desi ner � � � - � � g ( � �� �� I � - � � � ` ' . � o ' . Powder Room Sink Basin - - - - - - - - - - - - , � , � , � � I � � II � - - - - - - ISSUED FOR: DATE: ° � ExistingFixturesand B - - �r- - - - - - - - - - - D o - - - - - - D - - � - - - I SI � kFaUC@t � relocated switch to remain I � � � � � � TOl � et - - - - - - Progress 4 December 2009 i � iv�e - T - - - - - - - - - - - - - - - �. �- � I � . i � � ( - - - - - - � ' ` Progress 12 January 2010 i � � - - � � i � ( � - i - . ( _ i , Note: Provide Power and Gas � � ^ ` O aS Rl 11t i � ' � I� - � � �� � 42� I Progress 08 Pebruary 2010 . i Line to Fireplace as required � i C ` � N � � Manu acturer's Instructions - - �- - - - _ - -- _" - � � � Construction 5 May 2010 � � - - - - - - - J - - - �,, - ,-F , - _ _ - - - - � - -;-� � - � I � � ; , ' �� ' - � ;- - �- , ° a � Electrical Fixture Schedule Re�,s;o�o � � ,��e2o � o i � ,`� , ( , , , _ _ , � � � . - � � Letter S mbol Quantit T e Manufacturer Descri tion Lam Comments - - - - - - - - � �. , � - - - - - - - � - - --_ -,, - - � - - - - , - '-�� -` - - - - �- - - - - ' � - - _ ' /� � ( I ) Exterior Pendant ** Provided by Owner and installed by General Contra.ctor ** C , p �- - - - - - - - - , , , � - - - ,' I � ; .. ;�- � .. , ; ,' � ° r � � � � � . - � � � � � , , ` , � � _ , � �- - - - � B � (� Exterior Wall Sconce 'x* Provided by Owner and installed by General Contra.ctor ** Refer to Interior Elevations for mounting height(s) i ,-�y� i i i ` � _ � ' i i \ � � � � �' � ` . ` � i • _ �— — — I I OVAC, 65mA, ; � B� ,�;, � - � � �� � � � � � , � . _ � �� - - � � , .b. (9- 13) Exterior Step Light National Specialty Lighting Inc. Model# LSL-L-WH-BZ LED Step Light, Louvered, Bronze , .� . � ' � ' � '� � � � � - - - \: - - - - - - � t - - ° � � � � [) � (30) Interior Wall Sconce 'k* Provided by Owner and installed by General Contractor 'k'k Refer to Interior Elevations for mounting height(s) � � � � � � � i l� � - - - - �� - - - - - - ' - � i o — � � � , ' � � � ' � �� � ' � , _ .. - �, % , � E - NOT USED- � ( � i � , � . i i i i i i \ \ ' - � - � � � � ❑ � - - - � � 1 � � i � I I � I � � � / � i NOTICE: DUTY OF COOPERATION ' ' ' � F � (6) Interior Pendant ** Provided by Owner and installed by General Contractor � - - - Re'e�e of �,ese P�a�s �o^�mP�ates r��,,e� �ooPemt�o� i I � �� (2) �loor Outlets; � � � � � � � ' � � i � � � � F�e� VCCi EX3CC � I � I �� � , � - among the owner, hfs contractor and the archltect. � . . � � � � t . � � d � I I � I � � � � � � � � . � � � � � \ � � � � . , � � � � � � � � � � � . � � � Desi n and construcuon are com lex AI[hou h the � ' I �i i i Lbcations with i i � � � � r - - ' � i g P 8 �. - - - - - - � - — - - - -/- - - - - - - _ _ _ _ � - - - \ I G (��"'�'"� d (8) Suspended Rail Lights - - - - - - G �O - - - - - Architect and his consultanu ha�e performed their I � � � t ICIOP �@SI 11C1' � � � � � � I- - � � services with due care and diligence, they cannot - - - I I � � I �, � � g I I y � �- - - - - � � � - - - , - - - - - - - i � � uarantee erFecuon. Communtcation is im erfecq and � , � , � � , ; . , � � ` � , , A �--� -�- - - - - (5) UndercabinetTask - - - . �Q ��, - - - g P P 1 � � � � � � � I � I I \ � ( � every conUngency cannot be anticipated. Any ambiguity � /� � \ � � � � i � � � I \ � � ` � � / � � or discrepancy discovered by the use of [hese plans shall � � � � � � � � � i � � I � ( � � - - - � �/ g I �,S) Ve�ltl �B.tlO�l Fa11�Llg�'lt - - - � - - - 't - � ` - - - he reported immediately to rhe architecG Failure to i � � i � i i � New Per►dant ftxture at existin . I � I � i I � � \ notify the architect compounds misunderstanding and � � � � i i i � i � i � location; Reloeate switch • � ; _ _ _ � increases construction costs. A failure to coo erate b a , , � � � � , � � , , \ �I I ' � , , . ' 1 . � ( I ) Ventilation Fan � - �. - - - r Qi P y � � � � � � . 1 � � / � — � — � � — — — � � �— L — � � _I. �— � � _I J— � � —� � -� �,� � � � � � � � � � � ' ' ' � simple notice to the architett shall relieve the architect � � _ _ _ - -` - - _ � �� from responsibility for all consequences. Changes made . . . . . � � ��. I � —` \ — I T — TI %, — — '— — — — 7- . � —� - - - - � - - ` � ! I . . � . . . . . � . . . � � � � � �'� � � � r i � I i � � � _ _ , . EXIStIII �"�OtlOft �0t0CtOt' t0 be � . _ � O � � from the plans without �con:ent of the architect are � � � , , , , � , , I � D D - g � -�- (9) Recessed Downlight ` 5 p- - en r�or use in a shower or closet ♦ � � I � � � � unauthorized and shall relieve the architect of `"'"'�'' � i i i i i i i i , !� _ i � - . eliminated � � I I �I � � I I � � � I � � � l / � � � qpq I � � responsibilixy for all consequences arriving out of such ; ; I � � � � - - - - - - ; �� - - , � � ' �;b / � j, ; . � � � � � , - ' �r ' � = , _ I ( 13) Recessed Downlight , - - - - '�, � - - - G� - - - �na�g�. i i i i i i� i ` ` i ' i , , � , � i � � , _ � � i � i i j i � i i � i /y � �i � J � � � . �� �� M -�- (3) Recessed Wall-washer - G� - - - ' a - - - O � - - - OO COPYRIGHT 2010 � P ro v i d e P o w e r a n d A i r S w i t c h f o r . i i � q_ . T H E A R C H I T E C T U R E S T U D I O A L L R I G H T S i i i i i i i � - ' — � � i i i �i i � i i �;' � _ � , - } � - � Garbage Disposal; Field Verify F�ract • RESERVED. THESE DRAWINGS MAY NOT ( � � , � - � � - - - �- - - - - - - t J=__ � (4) Closet Fluorescent ' ��• 11 , - - va,t� Mount on wall above door in closets ' �� '' ' i 6 -o i i ,�� i i -� i i i ' ' � L _r p1 �� ' \ i' / � - - J Switch Location with Owner BE COPIED OR REPRODUCED IN � � _ - - - - � i�� n � � � � - - 1 - - � i — � � � i � ` i i � � ' i- i� i � i i � � . \ � i � � � I . o � ( ANYFORM WITHOUT THE EXPRESS � � I i . i i f i i � . � i � ' - - -� � � i ` ,�� ' i � {�-� New Outlet '`r � (3) Utility Fluorescent - - a,�C, - - - O - - - - - - wRITt'EN PERMISSION OF THE i � � i � i i i i i � � i ;� / / . i � � ; � i � 3 ( c _ ARCHITECTURE STUDIQ A ' i � � i ` i i � � i � � r y � ` � , � . P �¢ ( I ) Mini Recessed Downlight � � i ' i � i � �� i i � L= rr � i i � i �/ / � _ 1 I � - - - - - '� - - - - - - - - � - - � � � � Note: Provide Power and Gas Lines to � � � i - i i c i i � � J' � - - - - - - - - - - - - - �-t - - - - - - - � ` � B i i •"-y° i i � � � � - - - - - � - - _ � � Al►Appliances as required 6y e ., - r � � i � i i °1 i i � � , / /_ - - - - I I � � u � Manu acturers' Instructions , � �� T - �. � , , , o o ; ,, , , - - - — G , - ��, , ' � � ( � i i i i � s i i �i � i � / o , - _ _ _ _ ` � � ` — — — — � I of 2 Existing Flood Lights at Rake i � � ` i , � i i Y i � v � �� / . ' � � � i� . -..�/� above; Remove/eliminate BOTH i _ , i i i 3 i c.. r � � _ _ �. � � �. � . . � . . � � � . . I . �� � I . I � . � I I 9 13D 3 . . -u- _ _ 1 1 I � - - - � . . . ( ) _ c � . . . . . � . . . . . � . . . . . � . . . . . � . � : � . � . � � . . 1 � � � � : I . � � � I I 6!'. - - - - - - - - - - - - - - - - I - I � - - - - � �-I - - - - - R - I � � .. . . . � . . � . � � � . .. 1 1 r+ I \o I 3D I ' � I of 2 Existing Fixtures 42� Fi - - - �� _ _ _ � _ _ and switches to remain i � � ` � � Co�oP (Exist) � , , � _ _ , �_c I i ( � . � . . . � . . . . � \ � � � . . ' � �� - ' _ ' ' � .. � . . � � � L � � � . ' . . > � I FtHOOa � �. ' � - ' � � � � . �� . _ . i � � . . . . . . � . � � �� � . . . � � . . � . � . . � � . � � � . . . . � . . . . . � . � � _ _ —.. _ — _ _ . . � / / . ( . . . . . . . . . V . . � . . � . . � � � � � � � . . \ � � � � / . . . � ./ � . . . � � � � . . . . . . . . . . . . � . � � � . . . . . � . � � . � � . . � � . � � - . � � . . � �� . . ♦ . � . GFI � . . ,. � I . � . � . . � . � . . � � . � �� � .. � . _ � i � � � � / I � � ( � " _ _ I � \ I / I ��/� � � . . . . . . . . . . � ` 1 . . ,+. � � _ - � . � " ` . v ,� � � � . . . � . . . � . . . � . . . � ` � � � WP / � � � � � / I I � - - ' � � � . . � . I � I � . � � . . . . � � . . . . . � . . � �/ . H . � . � �� , ` - - - ' ' � � . \ i � � ' ' - � � Re-locate (E) Garage Heater; i — � •C � � � / i ���'� - � � � � Provide Power/Natuwal as as r uired i � `- � Provide Ga ine for Gaz Grill —� i �-- - � i ` � • � �9 � i • � � � � , � , , . � � � � � � . � . , , � � , Water Shut-offValves shall be acce�sible ` , . � � , � ` � � ` � ' - - ' � \ / � � ( � O � � � through panel in side ofWasher/Dryer �° i ' , ` t I � I � � � � cabinet Attic Fan, Provide � ` � � � � O � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � � Power, F.V. Swit�hing � � `� \ / � ,� � L s � � 1 � .� �- W � I � � M — — location with ners � � \ � . ` ` v � � Note: Run DryerVent up through void, - - � � • � \ / I � above ceiling and out side wall - � � � � Q � . ` � � � ` . � I ��� I � � � a,,4 I , � I [ � V ,.� c , �Note: Provide Pawer and Gas Lines at � - - � (Exist) Door O�ener to (6cislt) �, � ,�, � `� � � •C 'fl i � Remain, Re-loc te or � / \ � � � �� � O � Washer/Dryer as Required 6y �` �` Provide new co�trol/keypad i � � � t,i � Manu acturers Instructions N � � � ; ( � o ,`., � Notes: ' � Power and Switchin at Mount to Wall I ove Door i / \ I i ( • � w � � _ , I . Prov►de Power as Requi for Heat Panels above at Eaves and Heat Ta�e in ers/Dow�'� P g I�' , I � E ' e C� r � C a ' S m b � ' S � �^ � a t i nk for Future Dis osal TYPICAL THROUGHOUT � / � V ° � — ( I of 2) New fi�tures at � � i � 2. Run "Five-wire° for future Air Conditioning system; l/eri fy with Owner. 'St) existing locatio�s; �-io�ate � � � � -�- Recessed Downlight �� Jamb Switch � � � L � � � 3. All Bath Fans sha11 be Installed with Timer Switches �, a�d�or Pro��de r,ew sw�c�hes . , � � c • .� � � � . ' � �� � I � Recessed Wallwasher � Switch with Outlet V � �c +'`.� 4. Provide Hard-wired Carbon Monoxide Detectors as Required by Code � � _ � - � (z� Newwaii s�on�e fXC�reS ac eX�St�ng � ,,, � v � f � 1 I � � locations; Relocate ( I ) Interior switch to y� � _ � " � 5. Consolidate Ductwork inAttic wherever ossible to Minimize Roo Penetrations i / \ �`_� Ceilin Mounted Fixture � Duplex Outlet o v n u i Laundry/Mudroom � 0 W 6. T h e r m o s t a t s t h r oug h o u t m u s t 6 e c om p a ti b l e wi t h t he Con tro l 4 Sys tem � � , _ - � I � ...� � 7. All Electrical Devices shall be "Decora'; white. � �� � �� �; � Wa l l Sconce � Fourplex Outlet � _ o °� � (EX;St} � ; � � i of 2 Exiscing Flood Lighu ac Rake Ventilation Fan or Fan/Light � Floor Outlet � _ � �j , � Exterior Fixture Count: — � �� above; Removeleliminate BOTH � p ., �.+ The lot measures .4534 Acres or I 9,750 Square Feet and as such may contain I 9 total � � Tra.ck Light � Split-Wired Outlet � � °- c '�b,q exterior light fixtures (one fixture per 1000 sf�. Given that this is the "Secondary° Unit, it is F� I � � � - � o ►! -�- - - - - UndercabinetTask Li ht � Ground Fault Interru ter Outle � � v ; designated 40% or 8 of the 19 tota.l fixtures. There are 6 qualifying exterior fixtures on the F� � � GF' P • � 3 � � o `� - - . - Main Floor and 2 qualifying exterior fixtures on the Lower Floor. � � � � O � ` _ Oo Low-Voltage Puck Light � Water-Proof Outlet � � ¢ �v � Note:A fixture is exempt if it meets the following criteria �� - Fixture is mounted 18 inches or less above the grade or deck surfaces �- - - - - - - - - - - - - J � d�� Recessed Fluorescent �20 220-V Outlet � d- .� . _ � - FDdU�C IS �@SS thall 4� wati.S Provide outlet for SprinklerTimer N _O o d - Fixture is fully Cut-o f�`' � Surface-Mounted Fluorescent -� Telephone/Ethernet jack ' -' � ' Existing Electrical Meter/Service to remain � Pull-Chai11 Light DO DooP �Pe11eP I P` 5 4 3 2 I 0 ` I 0 Existing Gas Meters/Service to remain p- Floor/Step Light ❑� Door Chime aI �---� • �--• o � � Telavision �Un. Push Button = I L �1 � Wall Switch TQ Thermostat N 5 20 I vi � Q3 Three-WayWall Switch QSp Smoke Detector , , � Main Floor Lighting & Electrieal Plan ii4l� = i ,_o�� S r° Wall Switch with Dimmer �.,p Heat Detector � � � . N . . . . . . . . . � . . � � . � � � . � . . . . � . � . . d . . . . . . � . . � � . . . . . . . . . � . � � . � . � . . � . . . � . . . . . . � � . . . . � . � � � . . � . . . . . . . . . � . � . . . � � . � . � . . . . . . . . . . . . . . . � . � • . . . � . � . . . . . � � � . . � . � . . . . . . . � . s..�..,.. � ���� *� :�. . Note: Preserve ALL existin � :� ,� .� �K�, . :� g , . �,� �° � �� � ,, ductwork and venting at ceiling above P � umbin F � xture SChed �.l � e ' LOWe1" Le�/e � ��'e�'' � � ' for possible future installation ofAir- Room Fixture Manufacturer St le/ Number Color/ Finish Comments �a roNws Note: Provide Power and Gas � COI1C� ItIOCllllg'. PPOVIC� e C� la.gf"c'lCTI Of Line to Firepince as required Note: Provide Power and Gas Line for � � ��, � � Fire Ph as re wred 6 Manu ' Lavatory/Bath Two (2� Sink Basins - - - - - - - - - - - - ''�f * � 6 Manu acturers Insiructions _ q " y facturers `� � OC1tIO11S 8c SIZeS . ' `� Instructions - - - °� � �► �, ' (2) Sink Faucets - - - - - - - - - �� G s , _ , , � � , , �, � Toilet - - - - - - - - - - - - `�\� � C Note: Provide Timer Swiich ot ���� ��{Ci` ' ' uenti�atio� Fnn Showerhead/Trim - - - - - - - � - - - - - � ' Hand Shower/Trim - - - - - - - - - - - � ' �� � � � , , -� Steam Unit Amerec �, � ` n _ - _ , i � o - � - - - � - - - - - - - , i � -,i � � � - - - - - ` � � �� � � � E�, � � • � i � / � i +�++ ' � � . �i � i � - - - - - - • - - - - - - � � . . Bath Three Sink Basin �, ` , � _ - - - - - _ - ' ' � � " _ _,__ _ _ , C � . � , , - , , , , , , � � . , � , , ` � . , _ , ° � Sink Faucet - '- � - - - � - - - � . ' � � � � 7 — — — — — _ �� '— — — �1- — — � � � ` � � ` C < ' i � � � � � Note: Provide Power or Steam TOilet - - - - - - • - - - - - Note: (4) New post lighu and (5) Step Lighu are � , � � � � f • mounted I6" or less above the adjacent deck � �� �� - - i Shower as required 6y � surFace.These fixtures shall be less than 40w and i � i� i i � � ` � r Manu acturers Instrudions gathtUb � e - - - - - - � � fully cut-off thus meeting the requirement for � � � L � � � - � • � C � , � � I I - I . Showerhead/Tub - - - r r exterior fixture exemption. � ` � / i' � — � • - - - - - - - - . � � � � i - ' � � / '` '` I I ° � � Hand ShowerRrim - - - - - - - - - M . C� � � I , � �\ �` �b ,� _ _ _ �, � - � � � ` � � � � . ` � � D i � � i� i � O � M CI 6° /\FF � \ � � \ I � �_ I , � � _ . � � . , � � , �- ;�, '� � � Bath Four Sink Basin - - - - - - - - - - - - � M , , , � , � � � � . �� � L ' � - - -� i SinkFaucet - - - - - - - - - - - - � � r n . . � . � . . . . . . . . � � � . . / � . . . . . � I � . � . � � � � . � �SD . I . . . . � � . . � . . . � . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . ' . � �' Toilet +-� i� New Wall Sconce, mount at 6'-0" �i 42^ - - - - - - - - - - - - ' � above Lower Level Subfloor. �rva i� $hOW@f'Ele2.d/TYIt71 - - - - - - - - - � � i - - - ISSUED FOR: DATE: �"�111d $hOWeP�PIIY1 - - - - - - Progress 4 December 2009 ! � 3 3 D � - - - - - - � To Main Flo r ' - � Provide Power as Required for all ' - _ � i � i � AV E ui ment;Veri with Owner; - - - � � � � � � Progress I 2 January 2010 i 9 P fY � i � � , i i � Note: Prov�de Power and Natural Gas for all HVAC -,,* � AIV Equipment shall be provided _ - � ' - - � _ � �y �` lL E ui ment as re uired b Manu adurers' Instructions Progress 08 February 2010 '°`" " ' with its own Dedicated Circuit � - - � ❑ . i ` ` � `—{� } — Construction 5 May 2010 , . T � Note: Provide Power and Gas . - � i � _ _ . . `\ � Line to FireQlace as required i � NOte: Radiant Heat tubing is — Re��s�o��l 17 June 2010 �,' � b Manu acturer's Instructions � i � _ _ � ,�-� -- � to e�ctend belowALL showers ��- ; ; � � ;; �: ,. -n • i M = = f .� : � and Bathtubs; veri fy with Owner � I C 16 AFF D D D � — — - ? � � � 1 � � ! � � . � . . . � . � � . . / . . . � , . � . . . . \f . � . . � : . . . . � . . . � . . . / � . � � � � . . . � . Q. . p ; . . � � ' [ � . . . �. � � . . .. ' . . O r _,� `� . . . . . I I/ : � . � � , . � , . � . . � . . ����k ��Ii. �. � ❑ . . � � . R :� . . . . � . . . . . � . I `'�'V' � � _ _ - - _ � ' I�I i �SD \ q ' ��� � : ; ; °�.; , � _ _ _ - - - , � � , N �, I�las���r ��dra�rr�f I I < ►� . - - � _ � � Bedre� r� , D -_ - - - - , , - . , � � � Zone #3 • '� �� � , _ - - , , - - - , $c ��C�SE� � • , . , , , � � , � , � � � Master Bath � T�c�� ' �I i '�.�- ; � „ � _ � — — - � t I I � ' " ' � r i '` ` ` � . i ; � - - - , � � � — — — ., � ` �I �� � �. _ �� � � � `� � . ..... . ..�:'r. ...... : ' F� � � � ._ NOTICE: DUTY OF COOPERATION � � � � / � ` � � � � � � I O Release of these plans contemplates fureher cooperation 1 , � ' � � � — — '� _ _ ' � ' GFI ! � ' \ � � I � ` � � f � I ❑ amogg the owner, hts contrecwrPand the a ghitect � � ' Note: Provide � � � � � \ [ Desi n and construcGOn are com lex. Althou h the � � � � ' i : . � r111B� $WitCfldt � � � � . � � � � � . � � � � � � � � ' i � . � � I � � Architect and his consultanrs have erformed eheir � � VEIIti�Ut10/1 FUI1 `� � _ i � � 1 � � services with due care and diligen e, they cannot i �/ � \` / I ` � � guarantee perfecUoa Communication is imperfecG and � I "� ` I> � every contingency cannot be anticipated. Any ambiguiry I � � 5'-0" 8'-0" � � � K ` _ or discrepancy discovered by the use of these plans shall . . � � . � � � . � . � � . � / � � . � � . . . . . . . ° . I . � � � . � � � � � � . � . � � � � . . � be reported immediately to the architeca Failure to . . . 0 notify the architect compounds misundersanding and � � � I � , � �� .. p:. � � . . . . . � � . �� \ . . . . � � � ° � 1 � . . � � � � � � Q �� �' � � p � increases construction costs. A failure to cooperate by a � � � � � � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � / ;; " � � � k:� :� � � simple notice to the architect shall relieve the architect . � . � . . . �"` . ' . � ` . \ . � � . . � � � � � � . . . . . � _ � � �' � � �� ,� ' D from responsibility for all consequences. Changes made C � 6• ,�F � � , _ � p � 1 r � � from the plans without consent of the architect are � � — — -� -� ,., � � � p . � unauthorized and shall relieve the architect of �., ,. � I � � — � ��� �"" � � �: responsi6ili for all conse uences arrivin out of such � Existing Flood Light to i i � ,� � ,� i � � < ; ; ; ; ; cnanges. � 9 g I , i � ':: be Eliminated � �� 5 -4 8 -0 � _ �i�sr ; " _:::..' ��C��"��� ;�C ��� �'��` ; : : � � � � � � : * , t �� . � ��� P� �: � , ( # ... : F, � OO COPYRIGHT 2Q 10 � , � I I L � � � L - � � # -; ,: p THE ARCHITECTURE STUDIO ALL RIGHTS NewWall Sconce, mount � — - --� � - � - � x � — — — ^ �: RESERVED. THESE DRAWINGS MAY NOT p �n�r� +����� �� ` 1 . � - . -� at 6'-0�above Lower � � � , , � � [ '. , ; � .: a ;; . � BE COPIED OR REPRODUCED W I I � 1:...L ....:1 a LevelSubfloor. � � - - - - � � �i � , - - - , � , ` � - - - - � p �:1'����1"��, � i ::: L� �t" : a ;� r ❑ � ANYFORM WITHOUT THE EXPRESS � ' • � • ° F ' ; ' WRITTEN PERMISSION OF THE , , - � . � p ' Ro�am °Hal� �.� �� � � • �-� � i � _ o o I �� ARCHITECTURE STUDIO. i , � � i � . � � i � - � � - - - , ` i - - - ; � � �� � , � ��c�r�c�m � B�t ' � , , _ _ _ _ . , , , � i ` _ � � � � " 'i • ` � � ' i ' � Note: ProvideTimer Switch at � � " ' ` � a , i �i y � � � \ ` � \ �` �� . � 1/entilation Fan # � L � � �,�,, , , � ; � D '... . . . . � . . . . . � / � . . D g.}'..� _ , � \ � � � � ` . . . � � ' / . �� . � / . . . . : . . . . :: .: ... . . . . . . . - . � . ' ; 'T�!� �, � • '� � � - �. .....:.:: ....y. ,.+...:': ,.�..�. .,.W. ..._, ....�.�:� �. !°. . '` � � _ _ .Q �: ` � � . . � . . . . . i � . . . . �'`'P � - -� . . � �� . � � . � . . . . . � � . . . . v ���� � � . Q�.� .�' �.. : �: .. ."""` .: ' . . .� � .>.:: ��. . . . . . / . . . / . . � ` � �" - " ' � ' . . . ' . � . � . . . . � _ . . 4 . I � ♦ � � - - - i o 1 Q � � � � � � � � N 16� `�F — Zone #4: � � � � Note: Provide Power and Gas � Laundry/Mudroom � � � \ \ / / u v Line to Fireplace as required . � \ / � o T � b Manu acturers Instructions L — — — — ' Note: Garage i� to beyheate ' � with re-located � s�ac� heater � � � ° a I � � � / \ • � 00 � � a — — � / \ � Q � ° � • � � � 'a � � � Main Floor Lawer Level � � � � � - - - � � 1 p � �- s O � � v, � � ' � � � � _ . , , �,,,, V " ._ _ . e Radiant Heating Zone Diagram iis�� = i � - o�� = � � � _ � _ � � 4� �° V � L „ � u � � Electrical S mbols '� °_' o � � V _ Notes: -�- Recessed Downlight �' Jamb Switch � � L. � � u ' � � � ' � 1 . Run "Five-wire" for future Air Conditioning system;l/eri fy with Owner. -�- Recessed Wallwasher � Switch with Outlet V � L �i 2. All Bath Fans shall be Installed with 7imer Switches � 3. Provide Hard-wired Carbon Monoxide Detectors as Required by Code. N - � � Ceiling Mounted Fixture � Duplex Outlet � o V W 4. T h e r m o s t a t s t h r o u g h o u t m u s t b e c o m p a t i 6 l e w i t h t h e °C o n t r o l 4 S y s t e m° � � ,,,�� o � S. AI► Electrical Devices sha11 be "Decora; white. _ � Wall Sconce � Four plex 0utlet � _ o � Ventilation Fan or Fan/Light � Floor Outlet � s � �j ',_—,., Exterior Fixture Count: � Q „ s The lot measures .4534 Acres or I 9,750 Square Feet and as such may conta.in I 9 total �� Track Light � Split-Wired Outlet � � °' c b''� � � � U ►! exterior light fixtures (one fixture per I 000 s�. Given that this is the "Secondary" Unit, it is —r�- - - - - UndercabinetTask Light �F, Ground Fault Interrupter Outle = � r� � designated 40% or 8 of the I 9 total �xtures. There are 6 qualifying exterior fixtures on the � � �, �, � : Main Floor and 2 qualifying exterior fixtures on the Lower Floor. oQ Low-Volta.ge Puck Light �,P Water-Proof 0utlet n ) Q o .�j Note:A fixture is exempt i f it meets the following criteria: �i � ^� '-'� ,,_ - Fixture is mounted 18 inches or less above the grade or deck surfaces � � Recessed Fluorescent �20 220-V Outlet N � � 3 - Fixture is less than 40 Watts Surface-Mounted Fluorescent Tele hone/Ethernet ack � � J ° � - Fixture is fu l l y Cut-o f p' � � P � --� �f� Pull-Chain Light Door Opener 5 4 3 2 I 0 I0 � � � �- Floor/Step Light �❑ Door Chime , Q .�. • .—�. o N T8�@YISIOtI I I ❑ U���. Push Button _ L J � � Wall Switch QQ Thermostat 0 5 ZO � �3 Three-Way Wall Switch �5o Smoke Detector ; � Lower Level Lighting & Electrical Plan ii4�� = i � - o° S �° Wall Switch with Dimmer O�,p Heat oete�tor � � . . . N � � . . . . . . . . . . . . . . . . . . . . d . � . � . . � . � . . . . . � � � � . . . . . . � � � � �. . � . � . . . � . . . . .. . . . . . . . . . . . ' . . . . . . . . . . . . . . . . • . � � . . � . - � . � . . . . . . . . . . . , . . . . . _.. . � . � . . . . . . . . . � � . . . . _ . � � _ 1 : , a � � _ �, �� ± I � ' - 7Y° _, ...� � u � . ; . C�ENEi�4L �OUND ,4TION PL �,N NOT� S � U : �� I , � , : ; ,� � � � - - - - - - - - - - - - - - - - - U , — — — — — — — — — — — — * GONTRAGtOR SNALL COORDIN,4TE FIN,4L CsRAD � s WITN � — — — � ; ; . _ , 1 I I StRUGtURAL , ,4RGHITECTURAL , GIVIL , AND G�sEOTEGNNIGAL _ � � ` — — — — — — — DOGUM�NtS PRIOR TO GON87RUC7101�L � : � � � I �- - - - - - - - - - - - - - - - - - - - - - � ( , � . ' � / _ � � : � " s � � � I ( ( * MINIMUM DEPtN t0 BOTTOM O� FOOtINCs 48 B� LOW � INAL � i � I � I ( EXtERIOR C�RADE. ' ; � �" y;.. . � . � � 2 I I ' • : ; , — _ E I I I � ; ' , j �- - - ' � .: . " : ; , I � � , I I I � � 3 I � ,� 3 s: :, � � � � I I I ,� : � U � � � — _ � I I � ,, � ' I ' I I I I : � . : : 2 , � � � � � , ,, _ � � W ' � r _ - � � , i i i i r� ; _ � , � , � � i i i i r } i i ► ' � i i � i . N n � � � / � I I i i �OUND �4TION PL �4N NOTES � � �- — — — -� �.I -'� cj2 � � � � % � � � TYP OF 2 NELU PIERS I � Z I ( �' � I I � 2 z I I O) EXISTINGc �OUNDATION lU,4LL AND FOOTINCx TO R�MAIN. - �, U � O 3 m � I I r- - - I ( CtYP - UNLESS NOTED 07N� RWIS� ) .__ Y � Z a � o s � � r � � � a � � N � o � °��' 6�' N �'"�o °m �' I � � ( ( � I ■ I I I 2 EXIStINC� GONGRETE PAD TO R�MAIN. y � � N � � . � � � � ,� . � I ■ � ■ � I I � � o � o � x om .- . . -- o I I L - - J CtYP - UNLESS NOtED OTNERWISE ) � m � ^ � � � m � ^ � � � m o � e I I � _ _ � � � I I o �� Q � � o � .� o � o � � � o �; ( � L - — — J ( ( I mQ � � �- U o � U � r, ; '� � U � ' °� E � � o � O � O O � X � O v� O -O � x � . . j N . N N � . I ( � O3 NEIU FOUNDATION lU,4LL ,4ND FOOTINCx o � o � @ � z o � � o 0 0 � ° � � . . . . � � . . . . . . . . - � � . � . � . . . .. � . . . . . . . . � �� .. . . . . I . . � . � . . . � _ . . . . . . . . . : . . . . . . . . . UNU � LL. W m � � Q � LL � � N � LL � �.. � . . . � . . . . � . . . � � � � . �: . . � . ._ . . . . . � � . . . . . . � . � . . . . . . . . . � . � � . . � . � . . � I . � I � � . � . . . . . . . . . I � . . � . . . . . . . . . . . . � � . . .�,�. _ 2 � � 2 � � , I � 2 I O NEW IS " � GONGRETE PIER U1/ MIN. 3� � Bfi,SE � 'a' r- - - - - � . � a � - - � _ s2 I I � - - - I I � � - - - - I � - - -� O � IELD VERIFI' DISTANCE AND DIR�GtION TH,4t CE ) \\���� � � iiiiiiiiiii�,, — — — � � � I . i � �- - - - - J PI � R ,4ND PAD NAVE SEttLED R� LAtl1/E TO tNE �.� �0 REG�S %, � � � _ � � � � � �OUNDAtION At TNE MAIN P,4RT OF tNE RESIDENCE_ :� O�• ' :� � P . ' � � � • . TF �� I I I � - - - — I I , I CONtAC7 RMG�s ENCxINEERS FOR OBSERv,4TION AND ; o`':'.tQ� �''Gti:�� ; � - - � � � _ B SIM_ L - - J L - - - -� � � RECOMM�NDATIONS REC�ARDINI� WORK t0 MOVE TNE = c' :�Q 6/15/10 �'���. o = � _ � B I I S2 I � tOP OP PI � R (Nt0 �4 MORE LE1�EL POS � t � ON ' 39818 : _ � I � � � _ -� ��.. _: � = � � I � � - - O N�W IS " � CONGREtE PI � R W/ MIi�L 38 ° � BASE \ � " I I I I � I � ��' � s � � A � ��G\`'\\ � � � � � J � � ��'' � f � � � � � � � � , ���`` � � � � (� ) GRAWLSPAGE � I � � � � � � � � � � - - J I I I I p � � I I I I S2 � � � - � ° I � I 2 � I I 2 tYP. � � ( � W ii � � � � r I - - - _� � I � 3 � � � � � � i I � � N�� � � V � � � � ' N } � � CRAWL - � � � ( I 5 � o � � � SPac� � � � � � � W � — — � ._I �u L - - - � I I I I � � � � ( � � I I 1 L — — — — — -� I I ' � � U � a I I , � � � � I � � � J s2 I I I I � � � - _ � — � I I I I � � � U � ' Cn • I I I I � � � z Q W I I I I � I � U I I I 1 � � � U--� mm " I I � I � � � 0 � � � � � , , W Q � 2 � � � � , � = o p � � � � � , � I--- C.� � � r - - - --, i i � � i i � ^ � i i � �- - - - - - - � - - - - - - � � - - - - - - � � i i � - - - - - - - - - - - - - - - - - W W � i i i - - - - - - - - � Q A B i �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, i � U L — — — J � C'J2 , S2 I i i i � [L i i i i Z � w , � — � � a i i i i — r— R� : ,�RGN � � I I I I I � I � � � I � � � � � I I I � I � � � ; ' I � I I I � : � � � ENGINEER : JRW � � � - - - - - - - - - - - - - � � j DRAWN BY : AR � � I I CHECKED BY : DS i - - - - = - - - - - - - - - � � I I . , PRINTING : DATE : : � � ` � I I � � � � CHECK SET 3 -28- 10 � � \ � � \ � � I i HOLD STATUS 4 -23- 10 � � � � SUBMITTAL 5 - 04 - 10 � � � � \ � � � REVISION : DATE : � � � � _ _ � � � I I ' 10 LOAD REV 6 15 10 � � I I � � � � � � � � � � I I ; � � I I � � � � - - - - - - - - - - - - - - - � � � FOU N DATI ON , ;- - - - - - - - - - - - - - - - - - -� � � � � PLAN . � � � � � � SHEET No . ; " � � � � � � � I � � � � � � � OF 5 Y� fizlF�t' �� � D11`��NSIONS SGALE. 1 /� ' = 1 ' - m ' NORTH PRlOi� TO QONSTRUCTION � oB No . C REFE RENCE ) 124326 . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . � . . . . . . . � . � . . . � . � � � . . . . . . . . . . . . . . . � � � . � Site Spec./09/EPIC RESOURCES . . _ �,. p � . . . � . . . . . . . . . - . � . . . . . .. . � . .. . .. . . . . . . . . . . . . . . . . . . . � . . . . . C�ENER4L StRUCTUR4L NOtES (2) "4 X 24 " DOUJ� L TOP � BOttOM - EME+ED L APPLIG,4BLE CODES: - 12 ' COR l2 ) +"4 X 18 ' DOW� L tOP � BOtTOM - ,4. These general notes app �y to a � � structura � drawTngs for thTs proJect. ThTs proJect is designed in , P Z' � L1 EMBED 5 " At Slh'L) INtO EXIStINCs accordance with th� International R�sidential Gode CIRC ), 2m09 Editton, and th� 'MinTmum Oestc,�n Loads � � w W} � ' MAX TO tOP FOUNDAtION WALL AND C�ROUT WItN EPDXI'_ for Bui (dings and Other Structures ' CASGE � - m5 ) and Town of VaT ) Supp �ementa �_ ' ° � ST�UCTU��4L L �C��ND � � 4� OF �DN UJALL B. A � � materta � and workmanshtp sha � � be tn accordance wtth app �tcab �� provTsions of the cades �� _ s . ' V J ' s �cifted above. - — D � tAIL "' OR LEttER p� . � , CxRADE ' 2. L0,4D8 USED IN DESICsN: S - — SNEET DETAIL IS ON � .: .. 0 � � r , /,� � a � a �4. RooP Live Load. . . . . . . . . . . . . . . . . . . . . . . , . . . _ . 80 psf ' � / � � ` �^ : a � �. Roof D�ad Load : . . . . . . . . . . . . . _ . . . . . . . . , . . . _ . 15 sf 0 O SEE PLAN NOTES � O �- p � i/ � GONt. LEDCzER ? � N da �, �d a d a B. F �oor LTve Load. . _ . . . . . . . . . . . . _ _ . _ _ . . . . 4� sf C] � � a <. - .. ,� � RE. PLAN O 4 " ° ° ^ a X F oor Dead Load: _ . . . . . . . : . . . . . . . . . . . . . . . . . . . 25 psf Cinc udin u to lY ° new crete to in ) BI BEAM/HDR SGHEDULE W ; d . A m � � z a � � aa � ( 9 p � 9yp pp 9 ❑ � ,, �J n � � Q. C DeckLiveLoad_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1m(d sf .1-� < GRAWLSPAG O u. d��. . , � a - - I� E � O n . ; °°. k. �- _ , . . ; . . NOT TUB LTve Load: . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 psF SI SNEAR UJ,4LL SGNEDULE ` , � � � a a O � W . . . . . .. . � . .� . . � ' . . . . . .. : � � 'a � : . ' . . ',. . . . . � . . . . . . . . � . . - � . . � . . . . . . � � . . . . . . . . . . . . . . � � . . . . . � a , N�W " � - ' Deck Dead Load - . . 15 psf � � � �, . � � ° , . , a a . .e � , � � D_ U1Tnd : Ba s� UJind S eed V3 � ; � 4 � < ° ' . a . -0 p , s _ . . . . . _ . . . . . . . _ . 90 mph GI GOL /POSt SGNEDULE ; ,; � � r t � � � ° a ° d Ex osure _ . . . _ _ . . _ . . . . . . . . . . . . . . . . . . . . 'C ' � . . � . . . �. � . . Z . . ' a ' / � n . . . . � � . . . . ' a q' a . � �[( � ' . . . � . . � � . . - . � . � � � . . . . . . . . . . . . . . . . . � � . . . . � . . .. . . d � t � . . . . � � . � . . . � . . . � � . � . . . . .,� i '� � .. �., � � 36 MAX C�RADE �. : ° � ., �, . < o a a. . ; EXISTINCs WTnd Importance Factor, ( w _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1.0 SOLID BOX INDIGATES s ° r _ 4 , DIFFERENGE ALLOWED A " , " . < : . a : � � � LOAD �ROM ABOV� ; � ' .: tW N INt 10 AN � n .< . .e . a .q m � , , ; — .� p BE EE ER R D q . a a a , . . a .a �■ CCONTINUE POSt DOUJN TO �� � ,: , . ; EXtERIOR SURFACE 3. COORDINAtION. . . . . . a . . . . . . . . . . � . . . . . : G .a . . . . . . . . . . . . . . . � ° Z X . . a a : FOUNDAtION BELOIU) " � . � ' Q ,� DO NOT SG4LE_ Th� (ayout shown Ts based so �e �y on structural obs�rvation and other wrTtten � ' a � < : � A . : � - a ' . . : ` F e p A . OPEN BOX IND ICATES �.; l2 ) w4 BARS w ,� � = a ° . � e: documentatTon receTved from the �4rchitecture Studto for the Hern�e Remode�, �ast dated MBrch 31, : ' � 4 VERt. DOWELS 24 O.G. ° LOAD FROM AB01�E U GONT. � ° ' ° . ` a � � � �4 ` .. . � 2@10_ A ITmTted obs�rvatTon of th� �xistTng buTldTng was performed by RMC� personnEl and the c �T�nt on P, ' GENtER IN LUALL UJ/ StD, � a I � CGARRIED BY BEAM OR � - z a . -i a : . . ; � ° " a September 30, 2009. Ghanges affecting the ayout shown must be speciFic and c � ear (y conv�yed to NOOK CALT, NOOK DIR) � _ NEADER BELOIU) � :_ ° ` � � � ¢ RMCrt Engtne�re Ciroup in wrttten form as a chang � For inclusTon Tnto these p � ans_ Gontractor �nd/or . . . . . . • . �� . . � � . . . � � LL• � � . � � . . . q �.. . tl.A . � a . ' p � � ° . ' ° ' ' � � . . . . . � . . � . . . . . . � . . . � ; � . . . < C2 ) "4 gARS GONT n ° ° .���_ __ ..__ .__ c�tent aha � � vertfy a � ) dimpnsTons and �ayout prtor to constructlon. A � � dTmensTons on structura � drawings � JOIST/RAFTER SP�4N � I I : . ° c0 p AT 70P � BOTtOM 4 r sha � ) be checked a aTnst the exTstTn condTtions. /�n dTscre ancies sha ( � be brou ht to the attention � ""' " � . . . . . . . nQ � . n . . d . r , " � . FootINC� . . a , : aa a g 9 y p g n e , __ _ of th� Engineer Tmm�dTat� �y. If th� contractor discov�rs �xTstTng conditTons which vary from thOS� CANT CANTI V I T , .............. ............._.. .. _........ .:................ ...__ .__...._...... ......._�._ .. .........._ shown on these documents he sha notTf the En ineer of Record TmmedTate for uTdance on the `TV LE ER JO S , ll I . ` EG2 8 EQ n�cessary changes to be made_ � g � g � SEE B. A ( I temporary shorTng sha � ( be the responsTbT �Tty of the contractor. � NANC�ER CPER PLAN ) ` � PLAN G_ DesTc�n Ts votd after two years from orTgTna � date of lssue, un �ess updated to acceptable codes � - - - - NEADER / BEAM °' � and practices at that tTme. � � � o � � ; ���/�/� SHEAR WALL = 3 "' ", DETAIL DETAIL �_ CONGRETE: � ao � M � o � � � No � � N R y � °° oN � r� o� � .- �tv x N.T.S. �-+ N.T.S. ,4. Goncrete has been desT ned and sha � � be constructed Tn accordance with the American Concret� BEARING� UJALL CINTERIOR) g � O � o � x o � � • • •� � � , � � x o InstTtut� 'BuT �dTng Cod� Re uTr�m �nt R�Tnforc�d Concrete ' and "Sp�clflcations for Structura � Concret� �� °7 � � � � � m � ° � � �' m° o � q v for BuT �dTngs ' CACI 318 and AGI 30U (at�st edTtions. Section 1.3 ' InspectTon ' of AG � 318 Ts de �eted in 1ts � o � a °' � o � .� o � o � � � � �o e � , , JOISt/RA�tER SPAN a � � c� � c� � ,.. �nttrety, see �1eld Observattons paragraph. AI � concret,e shall be of stone aggregat�, un ��ss noted � � Q � �, v �, z o �, � � � o o � ( IBEARONBEAM) � ° o .� x omo ° x Ec� N � � otherwis�. o rn o o m m .- o > o m � o o •� � B. Concret� mlxes- � N � > � w o� a Q > � � N a � � See specTfications Por any additiona � durabi � ity rec�uTrements. I JOISt/RAFTER SPAN v� � Mtx ,A, For._n�w Footin� s , pT�rs , and miscelian�ous concrete. , � (� �!G 3,m0m pst mtnimum compressTve strength at age oP 28 days_ ' C�LUSN �RAME TO BEAM ) "�✓ V� RT. BAR „j '� tyf�� I /II Gement, mtnTmum of 4� m pounds per cublc yard. � C� ) toTAL AS SNOwr1 ,�0 NOt� �:. tHIS pEtAIL ASSUMES tNAT NO � ,� � � � � � � � � � � , � - EXISTINCx REBAR IS DAM,4CxED_ ro 4± I° Ent a nedregat� stze_ \� `` ''' ` ; A.�.�_ ABOV� FINISN FLOOR •`` �p REG�s '% , . . , � • ' �F EX �S71NCz REB,4R IS DAM,4CxED WNEN � ' C8 " wTth su �r �asticizer ) maximum s �um : p���� � P : � a; � TF' '% �. . , p p p. ,4.8. ANCNOR BOLT � o : �° Gti�.�� "; .: ` ,. ; :: CUtt�N�x tHE NEW OPEN�NCi, CONt,4GT Use in accorddnce with manufacturer 's recommendattons. = � ;�z , 6/15/10 �'m �. o - , PERSONNEL OF RMC� ENG�s �NEERS FOR A G_ ReTnforcing Ts to be new bi � let steel �4STM A615, Cxrade - 60, except ties and bars to be we �d�d = � ¢ 39818 A � = ,: ° � .; ` �.: sha � � be Cxrade -�m. Provide not ess t,han l2 ) *5 around a sTdes of a o enTn s in concrete and C,4NT. GANtiLE1/ER = � �. ; � _ Go�tcREtE � . MODI�IED REPAIR DEtAIL I II II � p 9 , � ... .: �, � PI � R � ext�nd 2 ' - 0 ' past edg �s of op�nings_ No splTc�s of r�lnforcement are p�rmTtt�d �xcept as detatled . . . \ or authorTzed by structura � engineer. UJh�re permTtted, use contact �ap sp � tces, C36 ) bar dTameters � G�NTER LINE : � . . . . . . • SEGtION A - A mTnimum_ Weld�d WTre Fabric IW.W.F.) sha � l be in accordance wTth AStM A185_ Lap ll ) fu � l ' mesh minimum at �'''.s / E�\��.�`� splTces. No we �ding of reTnforcement permitted un �ess detaT �ed. GONT. GONTINUOUS " " " ' � � ' DO NOt CUT �W D_ P)actng of R�inforcement. Provide chaTrs, bo �st�rs , additlona � r�Tnforc�m�nt, and accessorTes NEW 3� x3xy4 ILLV) St��L ANCsLE 1 � necessar to su ort reTnForcement at osltlon shown on drawTn s Su ort oF reinforcement on form �ACF� SID� OF (E ) �DN WALL. ACC�SSUI,4Y WItHIN 24 y pp p 9 - pp � DIAMETER COPE NOR�Z LECs AT EACI� �ND OF A GOLUMN OR BEAM ttes, wood , brick, brtckbat or other unacceptab �e materia �, wT � � not be permTtted. SOL � D SNA�T PIER �4t WOOD POSt � ReTnforcement sha � � b� p �aced so that the fo � �owing mintmum concr�t� protectton is provtded, ( D ) DROPPED BEAM AS SNOWN l2 ANCsLES tOTAL ) CONTRAGtOR' S OPtION - RE : RE: PLAN un �ess noted otherwTs�. PLAN 'SIMPSON ' GB 1 ) Goncr�t� surfaces poured against ground . . . .3 ' G �ear UJIDTN t0 MATCN BAS� N�IU /s" � tI�RU - BOLt EN_ EDCxE N� ILINCs � WIDTH SPEGIFIED ON PLAN tYP� POSt BASE l2 TOtAL AS S�{OIUN) 3 ° 3 ° 2 ) Formed surfaces exposed to ground or weather. X W/ 4�' MIN EMB�D � = z� a ) Bars �� and larger _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 " Glear EXIST. EXISTINCs SL ,4B AS OGGURS z � 0 b) Bars " 5 and sma � �er . __ _ . �_ . . _ _ _ _ . i.' . 1 I/2 C �ear � o - 4 INTO �DN IUALL 11-� � RE: ARCN ' � � � / f 3) S � abs _ - _ _ .I_ . _ _ .at c�nter Cu.n.o.) ° � FF_ FINISI-{ FLOOR . � � "� � - - - - _ _ _ A �, �^ 4) Goncrete not exposed to earth or weather . . .3/4 ' W ' 5) B�ams , Golumns, tTes, Stirrups ' or spTra ( s around ,� _I � - - - - - � ^ o �� , ,/ � prTmary reinForcement, or primary reinforcement C�) FLUSH BEAM U � _ FIN,4L G-�R4DE 6 / 3m G f C� . . _ . . . . . , . . . ` ,��i��� �,���,� -° � ��i��i�,,�. ��. .� i CVAR ES ) � with no tTes , stirrups or spira �s . _ . . I V2 ° U J . _ . � �,��\,��i� - ,_ . _ \�����\��> ,MIN MAX MIN F. �oundatTon wa � �s be � ow grad� shall have backfill plac�d equa � �y on both sTd�s untT � the re utr�d C�.t. CxIRDER TRUSS W J ✓i..ii o a 4 � < <�, ��i%ii� �`� r'f x �eve � s are reached. U1alls shall be approprtate �y shored when backfi � � Ts placed on one side on�y. � O � a . . ��� NEW AGGESSUJAI' � �r � C� the contractor Ts r�sponstb �e for d�t�rmTnTng when it is safe to remove Forms and/or shoring. NSS HOLLOUI 57RUGTURAL S�G710N / , " "3 71ES AROUND VERT. REIN�. , . . : SAWGUt TNROUCsN `V � �orms and shorin must not be removed untt ( the wdlls are stron enoug h to carr their own weT ht and � v � (n A ( E ) FOUNDAtION UJALL LoGAtE CxROUP oF 3 tlES IN A � °-: a 4a a � z any anttctpated syuperlmposed (oads_ �or foundatron tualls , thts �t prcally re uires at I�ast I2 ho�urs of � , Q �,.�.� tOP 12 " AND SPAGE tIES At - y �I K iGINC� STUD z a a< � � cumu �ativ� curing time at a temp�rature oF 5m °� or more. Concrete must be adec�uately covered during 12 " O.G_ FULL HEICsHT O� PIER � a „ � . cold p�rTods to maintain this surface temperature_ Due to varying weather condTtlons, alternatTv� curTng W � U � ' - � processes, and the use of t pe ( /� I cement, �1Cx En Tnaers Czrou suggests forms remaTn Tn p �ace a �. IGINCs POS7 � . HOOK 1�ERt. DOIUELS � � - Q ° ° . n � y 9 I� � O � p _ Z mTnTmum oF 3 days to assure thTs perPormance sp�ctPtcation has been met. When Porms are strtpped there � 6 ' MIN AS SNOWN � � ; a � CE ) FOUNDATION UJ,4LL 0 must be no excessive def�ectTon or dTstortTon or disco �oratlon and no evidence of dama e to the �-1--�-I- LONCx LECs HORIZONTAL W � � 4 .. . a � 9 O � - � - � concret�. Adec�uat� th�rma ( protectTon of the concrete sha � ( b� contTnued a fter stripping Por a = 0 ° � � ? cumu � atTv� period of �8 hours at 50 °F, or more, after the 1nTtTa � pour. See app �tcab �e notes For L.1.._V. LONC-c LECz YERTIGAL . . . 3 Q . p ' . � .. N07E: , e � C ) �OOt N specTficatTons on when to backfT( � foundatTon wa � �s. � � � TOP OF PIER MAY BE - � ,���������������%\��i\��i\ � E � LVL LAMINATED VENEER LUMBER FLUSN IUITN FINAL CsRADE . AC ,�i � � �f �,� .5� / ./ � J W .�1��/�\.�\.�\.. \../� W � ( F POST IS PRESSURE "� u LOCATE ON NATUR4L, 5. FOLINDAtIONB: M = � MIRGO - LAM W � tREAtED LUMBER UND1StURBED SOIL R� : PLAN A. th� foundation design has been completed Tn accordance wTth pertinent standards , recommended � � � OR ON APPROVED desTg n sot � parameters, acc�pted engtneering design procedures, and Ts based on the best lnformatTon O.C. ON G�NTER � S7RUGtURAL � ILL � — avaTlabl� at th� time of compl�tTon_ the desTgn Ts Tntend�d to minTmize dtff�r�ntTa ( movement r�su �ttng � from the heavTng of expanstve soi� or sett � Tng oF subsurFace soT (s. It must be recognized that O.S.B_ ORIENTED STRAND BOARD QQ � P � ER �ETA� L �ETA� L foundation components will undergo movement. It sha � � be the responsibt �ity of the contractor and/or z N W present owner to Tnform any subse uent owners of the soi � cond1tTon and advis�d to ma1ntain good N.T.S. D N.T.S. �1 f� PLATE � r- practices Tn the Future with regard to surPace and subsurFace drainage, Praming of partttTons above floor slabs, and finTsh work abov� the f�oor s �abs, �tc_ P.T_ PRESSURE TREA7ED W B_ �oundatTon DesTgn Ts based on an assumed a � lowable b�aring pressur� of 2502> psf wtth no minimum dead �oad rec�utrement. REV REVERSE � C. ,4 Cs�Ot�ChPITCd �1'Igk'IM' � " tl'M Op�1'1 �CdvdtT011 !O !F'N� tF'1� d11d R.S. ROUCxN S,4UJN condttTons ane �st�rrt uiTth � a b so1� I� �ep� abov�.�tlw so1� �s atir - fa,nd to b� dfffir� t1�om lh�s erTt�rtd, ENGI� MG � b� pro�nptkJ notTffid so th�t !h� SIM SIMIL,4R � roundatTon cl�Tgn +naiy b. r.vr.iu.d. E N G I N E E R : J RW S.PN. SILL PLA7E NAI � INCx D_ The contractor shall be responsTb � e to coordtnate the locatton oF mechantcal opentngs , f�oor DRAWN BY : AR dratns, pertmater dratns, Tnserts, depressions, burTed cab �es and utT�Tties , etc. with archTtectura � , cTvt � , T TRIMMER mechanlcal, g �ot�chntcal , and e �ectrTca � drawings, th�se syst�ms may or may not b� shown on th� CHECKED BY : DS structura � drawtngs. T�_ TOP O� PRINTING : DATE : , � Mechanica � �y compact all lnterior and ext�rtor backf111 per Cxeot�chntcal engin��rs r�commendations_ It wil � also be necessary to adJust and matntatn the grade TmmedTately agatnst Foundations pertodtcally T1'P t1'PICA�. CHECK SET 3 -28 - 10 to avoTd the creatTon of a water trap as the backfi ► I settles over tTme_ ' F S �ope backPi � � away from the bui �ding a minimum of im�a For ' the Ftrst 1� feet �2r, at paved areas � _ HOLD STATUS 4 -23 - 10 unl�ss a more strTngent r�c1uTrement Ts specTfied by the Cs�otchnTca � engin��r. Carry rooP draTns across V - L YERSA LAM the backfT � �ed ar�as. Do not a � � ow water to stand or pond near th� buT �ding_ Do not f�ood the SUBM � TTAL 5 -� 4 - � � : backfT � �_ , Cz Refer to Cxeot�chnTca � engTn��r for proper pr�paration oP subgrad� for p �acement of f �oor s �abs. REV � S � � N . � ATE . OLOAD REV 6 - 15- 10 6_ WOOD, . . ,4. N�w Framing Lumber sha � l be Cun � �ss not�d oth�rwTse� as fol �ows or better: 2x4 studs . . . _ . . . _ . . . . I-4EM =FIR Stud Cxrade 2x�o or (arg �r studs. . _ J-IEM -� IR "2 Czrade � P�at�s. . . . . . . . . . . . . . . .NEM -� IR »3 �rad� LEG E N D �oists and RaFters _ _ _ _ NEM -� IR +"2 G:rad� � 2x and �x Beams . . . . . . HEM -� IR "2 C�rad� �" Posts. . . . . . _ . . . . . DOUGc -� � R '�) Cxrade Post and Timber � E N . N O 1 ES B_ A ( � wood constructTon shall be Tn conformance wTth the provTsTons of ' The Nationa � Design SpecTficatton � for Wood GonstructTon ", �atest editton. /� nI C /� C Engineered Lumb�r products such as Versa - Lam products and BGI pr�fab JoTst products sha � � be /"� 1 V D D L �/'1I � � manuPactured by ' BOISE ENCxINEERRED U100D PRODUCTS ' or ec�uTva � �nt and sha � � meet ,4PA PerFormance Standards, and sha � � be tnsta � ��d p�r th� manufactur�r 's sp�cificatTons. Supp � ter sha � � furnTsh shop drawTngs showTng a � � JoTsts, bridging, b �ockTng and misce � �aneous accessorTes for revTew by the structura � enc� Tneer prtor to Fa brtca tton_ S H E ET N O . D_ UJhere not otherwTse shown on p �ans, a ( � nai � ing or screwing shal � be as indicated Tn the BuT �ding Gods. All sh�athtng must be naTl�d to framTng members_ ConstructTon ,4dhesives SHALL NOT be used Tn place of 0 code prescrTbed fastenTn or fastening depTcted in the structura � drawTngs. E. Meta ( connectors sha� be provTded by 'SIMPSON STRONCx - tl � ' or ec�uTva (ent. F. RooF and F �oor sheathTng sha � � be APA span rated Tn conformanc� wTth the BuT �ding Gode. APA rated . OSB sheathing may be used Tn (teu oP p �ywood with prlor approva � Prom the EngTne�r oP Record. Grt The contractor shall not cut, notch or oth�rwTs� modtfy JoTsts, beams, or truss�s without the wrltten � F 5 consent of the EngTneer of Record. „ _, � oB No . 124326 . . . � . . . . . . . . . . . . . . . � . . . . . . . . . . . .. � . . . .. . . . . . . . � . . . . . . . . � . . . Site Spec./09/EPIC RESOl1RCES � � � �� NEW C2 ) 2x10 GONt_ RIM JOISt CF) W/ LS90 At END OF EACN JOIST LS90 �AGH SIDE >" - - - - - - - - - - � ; C�ENER4L �iZ41"� INC� PLAN NOT� S � ` : NEUJ C2 ) 2x10 CONT. RIM JOIS7 CF) � � : � : � �-' � NEW R4FtER ,4NGHORING. � W/ LS90 At END OF EACN JOIST � NEW HE,4DER5 ,4ND J,4MB: . 0 - fi 6 Q \ PR01/IDE lU 'SIMPSON ' H2.5A GLIP � NA � +5 U PER PLY � EACN B� �RINC� S LL BE C3 ) 2x10 NEADER W/ lt � � C _ : . `� A� LS90 EAGH SIDE 5 IK �OR SPANS LESS tNAN 4 ' - 0 ' �,ND : :,,�, � ' S LOCAtION. C3 ) 2x10 HEADER W/ IT E 2K FOR < � � T ' N�IU �03/4" x l5 ` C�.L. \� CtYP - UNLESS NOTED OtH� RUJISE ) U CANt. 24F - 1�8 D� - DF I L,4RC�� R SP,4NS. - - - - - - - - t Q� ;., � :. - - ,� � NEW BEAMB MULtIPLE -PLY Ct`fP - UNLESS NOtED OtNERWISE ) '. : �.7 , CONt_ BEAM CD ) i � ' ° , ' ` . lU (� , R4FtER� SHALL NAVE A MIN. OF C1 ) � ,, . _ :, CCQ'i6SD82,5 � � , 2x�/6 StUD GOLUMN PER PLY �4T 1�EW BUILt-UP StUD COLUMNS. W. � . .. ... ; OST G� i k6 � i EAGN BEARIN�s LOGAtION � SNALL BE GONtINUED DOWN t0 � . : :: P P i � ; CtYP OF 2 , � CtYP - UNLESS NOtED OTHERIUISE ) �OUNDAtION OR OTNER SUPPORtINCx � ' � UM�.Of� � � , MEMBER AND BLOGK� D SOLID AT :; • : ' � '' `' _ - . N�W PIERS ) O i NANGER �,O�� ; ' � NEW EXTERIOR W,4LL8: tHE FLOOR SYST�M ' - i ,P ��4 i SHALL BE 2x�o STUDS � I�o " O.G. C� , . ., — � � �tii � CONTINUOUSLY SHEATHED WITN 7f6° � , INFILL CE ) GRAWLSPAC� � � 'qi,`, ' � . GDX ,4PA RAtED SNEA'CNINC: U1/ NEW MULt1 - PL1' BEAMS. � , i ,P�- i �,GG�SS W/ Zx10 s � 16 O.G. � � M � GONSISTINC� O� C3 ) OR MORE � °; . . � _ : _ � � �- � EW �" i lU/ LUS28 �A END 0_I31 � x 2Y CSd ) NAILS ro O.C_ MEMBERS SNALL BE SEGURED T.O. DEGK - 86 - Im 3/4 Z� i N C� ) DOUBLE JOIS7 _� N [], ALONCs P�4NEL EDCxES AND 12 O.G. ; RE: ARGN _ _ _ tOC�ETNER W/ C1 ) I/2 " � TNRU BOLt z . � � � V i OO i i IN � IELD. � l�o ' O.G. StACxCrtERED COFFSET � ' � �� A E; � i , i CtYP - UNLESS NOtED OTNERWISE ) � = ' �o ps � .`-6 A i ' X i EA. BOLT 2 I/2 ' FROM � OF BEAM ) .I.� . ; ' . R�,�, 0 , ; � NEW Br4LLOON FRAMINCa. (f] : W "Q�/V Sl' s n � � � (� ) DOUBLE JOISt � ,4LL STUDS CxREATER TNAN ONE NEW FLUSH FR4MED (SIDE L0,4DED� , NEW 6 /�. x 15 Cx.L. � LEvEL , OR CsREAt� R tHAN 12 ' - m " i , - - - - � - - i � BUILt - UP LVL BEAMS CONSISTINCs O� _ — ��E�C�E-J��— - - - i , NEW (2 ) 2xl(d __ — = - - i � � TALL , SNALL BE CONtINUOUS 5Y�" C3 ) OR MORE MEMBERS SHALL BE ° ' " — ZaNT_ BE�t°t- - — — — - - - - JOISt H�.4DER W/ i O2 � �� i LVL StUDS � 16 ' O.G. SEGURED tOGrtEtNER W/ C2 ) i/2 " � TNRU ' � � Lt,{.Z210-2 EA END ltl'P - UNLESS NOtED OtHERW15E � m � m CFLUSH UJ/ LOIUER _ _ _ _ � � BOLtS I� O.C. COFFSET EACN BOLT � DECK) , 8 ; UM��O �� � � r � 2 1/2 ' FROM � OF BEAM) � �� J L � NEW INtERIOR WALLS: � � � i NANCxER P' _ _ , � �i, NEU1 C2 ) 2xlm _ _1 SNALL BE 2x StUDB � 16 ' O.C. RE : o � � � •- 3 m � ' ,Q„ i �i� ¢ i ARGN 'L PLANS FOR WALL WIDtN NEW DROP FRA�MED CtOP LOADEDk �`o � °0 0 � o o � � ° DO NOT MEGNANICALLI' � W L � � �� � ' C71'P. - UNLESS NOtED Otl-IERIUISE ) � BUILT - UP LVL BE,4M8 CONSIStIN�s � o- o � � -o N �° �' m N "' o °' � CONNEGt NEW Cs.L. BEAM � N � O � i GUT BACK ( E ) JOIStS AT t0 C ) GK OSt I � - - - - - - NEW OVERFR4ME- OF C4 ) OR MORE MEMBERS SNALL o � � � E DE P � "' � o � o � ° o � r * ° a � NEIU GRAUJLSPACE. AtT,4CH � - B� SEGLIRED tOCsE7N� R U1/ (2 ) � � � :.: s m � � ' _ � x �° � — � M , F'' � �, �� i t0 NEIU NEAD�R W/ LLJS28 GROSS NATCNED AREAS IND ( CAtE ` m � � `0 � �. � m � � O i v �` -' � ROWS O� 1/2 ' � tNRU BOLtS cn :� � °' � � �' � ° ° °' ° �, �, ° � • I i � � �`� � � � i HANCx�R OVERFRAMINCs W/ 2x6 RAFTERS � STACxCxERED � 24 " O.G. ( OFFSET @ ¢ uai Cr' v o � v °v' ° v .� » v � y � r ^ p ._ U — ^ .� . O _ � ' � � , .�.�li i q 'P �r 24 O.G. AND BLOCK DOIUN TO ROO� � � o - T�. DECK = 89 ' - 9 3/4 " � I ��` ' �� � � ,� , EAGH BOL7 2 1/2 " FROM � O� BEAM) o � -°o •o @ � o 0 0 -o @ � o o .� � , � � ee�.ow wi � x� stu�s �a o�_ R E : A R G N i -4�� "Q� i � N � > u. w � a ¢ > � � Na �. � i ti i CONtINUE ROOF SHEATNINCs BELOW � NEW PRE -MANU�,4GtURED NANCsERS: , i i � OvERFRAMINCs. FILL ALL NAIL NOLES PER NANCxER ' UC410 i i i 5 CTl'P - UNLESS NOT� D OTHERWIS� ) MANUFAGTURER' �v RECOMMENDATIONS. , HANCxER 3 i NO SUBStITUTIONS OF FASTENERS - - - - - - - - � LIEW ROOF SHE,4tHINC:. J L i �K ALLOWED WItNOUT RMCz 'S �PPROVAL U1 3Y ' x 12 ' 24� - V - - - - - - - - - - - - - - - - - - - - i O i 5/8 ° CDX PLYWOOD W/ Imd NA � LS � �.�`` R �'`���, �� � � � � � � � � � � , F- DF� - � � �— - - - - - - - - i 6 ' O.G. ALONCx ALL SUPPORtED ,4LL BUILt - UP STIJD COLUMNS. ,`� 0� : . • EG /S� %,. .BE�C€� � � � ,, QA. . . . ; i � p SNALL BE BLOGKED SOLID t0 � O . • � P . - i i i � i PANEL EDCsES AND 12 O.G. IN FIELD \ o�..�o� ;�,G • •F� ' � i i T �� � i FOI�NDAtION OR OtHER SUPPORtINCz = � :�z 6/15/10 ��' ��.o = ' H11C410 NANCsER i i i � i � � � i M�MBER - BLOGK ALL GOLUMNS - : Q � : � W/ y4 x 13/a" LONCx � � � p�� P� '��'�' � SOL ( D THROUCsN �LOOR S1'StEM _ � .. 39818 : � _ � ; � : , p� p��� 't I t E N '; SCR E U J S � i i �u t�� �4j�V i � � cv - 1� �/� I I j ��/ O � = I '.�� tC ' � . . . . . �� \��` �� Q � � � � � � I i� /S'/ L ��\\\�� � tllilit � � �� = . . . . . . . . . I . . . . . . . � ❑ . . . . . . . . . . . . . . . . . . . . � . ' � ; ; ; LOUJ� R FLOOR FR�1"IINC� PL �N NOTES � , � � , ; , � ' ' � ; ' ' Ol EXISTINCs FLOOR �OISTS t0 R�MAIN i i ' i i 3 i i i i i � i i i i � i UC�41P� i 4. i i ��" i � �.� i i� � ' � 2 ' � � i XIStINCs H A / AM TO MAIN. � 1�,4N�s� R �r � i �Ci O �v 2O � E DER BE R� i i i � �- ,`� i CTYP - UNLESS NOtED OtNERWISE ) � U _W_3y8' X 12 '_ 24F - V4J L � � I i - D�z_ BE�TTC�fi � , i � , 3O NEW P_t. 3x1(d CONt_ WOOD LEDG�ER W/ C2 ) Xa" � W i �'fi i i i x 4 " LONCx ' tItEN ' SGREWS t0 GONGRE7E z J HUC410 NANCzER i �� � i � ; FOUNDATION WALL_ MIN.' 2 " EDCxE DISTANGE U � W/ Y4� x 13/,�' LO�ICrt � "4 i i � � � � AND 3 SPACINCs BETWEEN SCREWS U � p`� p-�� 'TIT�N' SCR�WS i i � � i ❑ � � � � � ��'` � � i i O NEW 2x1(d �LOOR JOIStS At 16 'O�_ TOPPED W/ _ O ^ �� � � � 3 � i i �" Cxl'PCRETE US� LUS28 NANCz� R �4T FLUSH U Q '� � � , � SUPPORtS � � : � i i i i i � Q W i i ; , O EXIStINCs FOUNDAtION t0 R�M,41N_ z �/ i i C77P - I�NLESS NOtED OTN� RWISE ) W LL U . O i TA. NEW Cxli RETE = 90 ' - 3/� " i � \ i RE: ARCH i � i ' O � � � � i i O NEUJ P.t. C2 ) 2x10 DEGK JOIStS At l�o "O.G. / J i i � i USE LUS210-2 HANCzER AT FLUSH SUPPORTS W Q � i = O � i i i i NA�10 � � i i i � NEUJ P.t. C2 ) 2x10 DEGK JOISTS AT l�o °O.G. U ER , , O � �- cn i i i i i USE LU8210-2 NANG�s� R A7 FLUSN SUPPORtB. i i i i USE �2 ) H2.5A GLIPS AT DROPPED SUPPORTS CI� J LL.I f��U� x T2'��=17 W - � . DF - DF G.l... BEAM C�) 8 NEW MIN_ 2x�F At 16 "O,C. MAX. PONY UJALL �ROM � O BA. FR,4MINCz AT UPPER DEG1G DOWN TO T.O. � � U 1-{l,IC410 �4ANCsER J � BEAM AT LOIUER bEGK CIUALL Nt. = 36 " MAX). — � W/ ya.� x �3�4� LONCs � � � �� 'tIT�N ' SCREIUS N6 GDX AP,4 Rr4t� D SHE,4tNINC� AttAGH� D UJ/ � Q� .��` Sd NAILS AT 6 O�. EDC�E AND 12 O�. FIELD � W ��� 4' EAGH FAGE O� PONI' W�4LL � N 0 ¢ � � � � 5 : ENGINEER : JRW lE ) CRAIULSPAGE B��ow �a�� DRAWN BY : AR CHECKED BY : DS ; PRINTING : DATE : CHECK SET 3 -28- 10 HOLD STATUS 4 -23 - 10 SUBMITTAL 5 -04 - 10 REVISION : DATE : � � LOAD REV 6 - 15- 10 5 . i LOWER FL4C� R FRAMING PLAN SHEET No . a : , � � � � � � � � � � � � � � � � � �� � � � � � �' � � � � � � � � - : :. OF 5 SGALE: I/4 ' = 1 ' - 0 ' � OB NO . NoR-rH 124326 C RE�ERENCE � . . � � � � � . � . . . . . . . . . � . . � . . . . � � . . . . . . . � . � . . . . . . . . . . . . . . . . � � � Site Spec./09/EPIC RESOURCES � . � — ..._ ... ... . � . � � . � � . . . . . � . . . . . . . . . . . .., �. . . . . . __._ . . . . _ '._"'___. . . . _ . . . . . . , , . . . . . . _. ._�_. _ .___ . .:_..___.._ ___—_ �_—_ �_ � - .i �.' ; C�EN� R�L FR�41"� INCx i�L �4N NOT S (� /� E � = . .. . . . . . . . . . . . . . . . . . t Y :. . .. ' . ] � . a � �J � � r J o < NEW R4�tER ,4NGHORINCs. V J : �` � NEW NEADERS ,4ND J�4MB: � , o <_ �P 4 PROVIDE li ) 'SIMPSON ' H25A CLIP � , _ �P �' �`n� SNALL BE C3 ) 2xlm HEADER W/ IT � C �`,�, q� PER PLY � EACN BEARINCx ' , �, IK FOR SPANS LESS tNAN 4 ' - m ' AND „C � �j LOC,4tION. �°, ; `:'- 5 2O !I� CTY - C3 ) 2x1P� NEADER W/ It � 2K �OR {� , " ' P UNLESS NOtED OTNERWISE ) ` ` ;. ._ _ LARC�ER SPANS_ _ NEW BE.4M8 t MULtIPLE - PLY , ; � .. ,: � .:, Ct`r'P - UNLESS NOtED OtH� RWISE ) .[.7 i : � R�4�tERSz SNALL I-4AVE ,4 MIt�L OF C1 ) i : ; . . . � � i 2x4/6 STUD COLUMN P� R PL1' AT NEW BUILt-UP StUD COLUMNS. W 9 r,.. . � i ; q, EAGH BE�,RING-� LOGATION � SHALL BE GONTINUED DOWN TO OJ ., � ; „ 10 � ; i : CTl'P - UNLESS NOTED OTHERWISE ) �OUNDATION OR 01"NER SUPPOR7INC� �., � i : MEMBER AND BLOGKED SOLID AT • ' � � , � � � � � NEW EXTERIOR WALLS; 1'NE �LOOR SYStEM � ' g i � , 9 � ; SHALL BE 2x�o StUDS � 16 ° O.C_ : � . , . .. , _.. ; ; 3 � � g i � GONtINUOUSLI' SHEA7NED IUITN Yi�" �: ; ! � , �W MULt1 - PLY BEAMS- � GDX APA RAtED SHEAtI-IINC� W/ � " ° � � ', � 2� i i: = - - - � � p GONSIStINC� OF C3 ) OR MORE � - ..... ' 2Z � i ; 0.131 � x 2y CSd ) NAILS 6 O.C. r ; I MEMBERS SI�ALL BE SEGURED ALONCx PANEL EDCsES �,ND 12 " O.G_ U F ; i � I i i i I r�`J FIELD VERI�Y TNIS CE ) StUDPACK IS TO�'sEtN� R U1/ C1 ) 1 /2 " � tNRU BOLt �. � i z -.� O i � O To CONTINUOUS DOU1N TO FOUNDAtION IN � IELD. � 16 ' O�_ StACsCxERED CO�FSET � ' � � . 4 CtYP - UNLESS NOTED Otl-IERUIISE ) 4 � , � v — � i � �P� AS SNOUJN EA. BOLT 2 1/Z ' �ROM � OF BEAM) .�.] ", : X i ' ; � __ �' , _ w I �. _ . � �4i � NFW BALLOON �R4MIN�s. W � Ll i ; � � ALL STUDS CxREAtER tNAN ONE � � 2 � Q i : , tl � NEW �LUSN FR4MED CSIDE L0,4DED1� � s � � ,� W � 2 � i LEVE�, OR CxREATER TH�N 12 - 0 '` ' O � i � p BUILT - UP LVL BEAMS CONS1571NC� OF ;° - - - - - - - - - _ _ _ � � , tALL, SNALL BE GONtINUOUS 5Y l3 ) OR MOR� MEMBERS SNALL BE , ' : �� C� ! - - - - - - - - - - � i LVL STUDS � I�o ' O.C. SEGURED tOGzEtN� R W/ l2 ) 1/2 " d� 7NRu � � � �. ,� Q`�Z. � ..... .... ..... .... ..... ..... ..... ..... ..._ ....: _E.: .� 9 C7�'P - UNLESS NOtED OTHERWISE ) BOLts � 16 ' O.�_ COFFSEt E,4CN BOLt , � ..:... � i Z >'...�...� �4 q �+D� \�. ' 2 1 /2 ' �ROM �. OF BE�M ) � � ,� �.... ..... ..... .. . ,.. ..... ..... ..... ..:, � � � P P NEW (NtERiOR WALLS_ � � �� � � _ _ � � _ _ � , � �v �"� �,. .�` � � � "a p,\� � SNALL BE 2x STUDS � 16 ' O�. RE: o � � ���,�� � � i w 0 `�i ��1� `L� �p ��� ARGH 'L PLANS FOR IUALL UJIDTN NEW DROP �RAMED CtOP LOADEDk �� Y � o z o a � � o ; � � � � I � E i � � � � ga �, o �* � N ,� � m � � 2 � ItYP_ - UNLESS NOTED OtNERWIS� ) BUILt - UP LYL BEAMS CONSIStINCx o �o M a N �° o� rn N "' o -- � T ° ,� � O 3 � � .... .... ...... .. , O� C4) OR MORE MEMB� RS SN,4LL " � o � o � � o � � . . � X o � NEW OVERFRAME_ ' � �K GROSS NAtCNED AREAS (ND ( CAtE BE SEGURED TOCxETNER W/ l2 ) �� m � ^ �. � � m° � ^ � � � m o ° e O2 ` �O GUT A ROIUS OF I/2 '� tNRU BOLtS c� w. � rn � 3 � � � o o cn a� - � ; i B CE ) J ( 7S ' S OvERFRAMINC� W/ 2x�o RAFtERS � « ° � a � o� � : � ° � o `? .s ,� v � i ......................... .: -. _. . .. ..._�.... ...::......_.. .............. ................ .......:...�........:... ............. . StAG�G�ERED � 24 OL_ COFFSET a Q c� .� r c� o c� _. � ._ � .� `i° . a� C �, z � c' � 61 E � 0 oCO , � �4ND At AGN t0 EW 24 O.C_ AND BLOGIG DOUJN TO ROO� �ACN BOLt 2 1/2 " FROM � OF BEAM) ° ° -° � x o � o �� X E N � � � � ; � � I BEAM / LUS28 NCsERS BELOIU U1/ 2x4 S7UDS � 48 ' O.G. o rn o o � m r o > o � � o o �� � � , � . � .... ... .... ..... . x i �.� Uc� U > tL W rndQ > LL v� c� atL � � F� � �� � - - `�' , , p�- 4 GONtINUE R00� SNEAtHINC� BELOIU � NEW PRE -MANUFACtURED NANCxERB: i o <.,q ; o ST ' } �I , P' .� OYER�RAMINCx. FILL ALL NAIL HOLES P� R NANCxER i 'PF � 'P� A i •, ��,4i Ct1'P - UNLESS NOTED OTHERWISE ) M,4NUFACTURER'S REGOMMENDATIONS_ O NO SUBSTItUTIONS O� �ASTENERS ��4/,� � -qc 2 ' � W ��p 9 � \\ - - - - - i '�! � � Z � � NEW ROOF SHE,4tHINC�. A � � � O � . � � � LL I.UED UJ THOUt RMCx S APPROVAL � , � u n i i i ii � ..... ..... .:... r.. .�.... ..... .._ � 5/8 GDX PLYWOOD lU/ 1f�d NAILS � \ \��� iii,, - - - - - - - - ' - - � 6 ' O_G. ALONCx ALL SUPPORt� D � ALL BUILT- UP STUD COLUMNS. \�. p0 REG�s ,, � � -' • �., � PANEL EDCsES AND 12 " O.C. IN FIELD SHALL BE BLOGKED SOLID t0 �� p�'. � � P - ' �F` � � � -, � II 4 �� ( `. � o :,�� � . � , �OUNDAtION OR OtNER SUPPORtINCz � � .' � ML , � ; z 6/15/10 m _ � 9 } �- ; r� ,F, TC1p �\ � IELD VER��I' TH � S lE ) STUDPAGK IS M�MBER - BLOGK ALL COLUMNS = � ;�Q A':. � _ - - � � � - ' �`i A,4 � GONtINUOUS DOWN t0 T N F SOLID TNROUG�H FLOOR SYSTEM - . 39818 . 0� P�� O `t' � -! 4 < `4j,V c AS SNOUJN R/� S ER BEAM , �O � • :� cv ' � � ��` D 6 rl—� X �7 7 � ' ,��; • . . . • •� ; � � � � , _ � '',,, � . . . . . . .��c, .,`� � �Q I i I� m`� � � � - - - � � // �� i � i � � uL� � � ��`\\\\\ � � � � . � M,41N �LOOR Fiv4MINC� PL �,N NOT� S O �, �� O ( � m ; ; 9 i 1 �� O � i i l�� i I Z O 2 � � Oj EXIS71NCx FLOOR JOISTS TO REMAIN 2 � \� i I i tA. NEW C�YPG ETE = 1(d0 ' - m 3 � ' P, �P i g i i �P' .�nP i l i RE: ARGN i v' p✓ � � � � ti� �� � i � � ¢ , i 2 EXIStINCs HEADER / BE�4M TO REM,41N. � � �� i i � ��� i i �. O lt1'P - UNLESS NOtED OTN� RWISE ) O � � r _ f _ _ _ _ _ - _ _ _ _ _ � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � - _ � _ , V .... ..�. .._ _... _. .. .. ..... ..... ..� � - - 3 INFILL EXIStINCs OP�NINCx UJ/ NEU1 2x4 MIN. ti ' g i i ti O StUDS AT 16 "O.G_ MAXIMUM. NEU.1 STUD �v TO W i ' ��� i � '�lUr MAtGH SIZE OF EXIStINCs StUDS IN ADJAGENT � � U � � ' $�? � � � $�? � � �i PARALLEL WALL U � �� �� }6 i i ._..�� -�. - +6 � � � P` . _ � � � ,... _... . .. _. _.. _.. ...a t.. .:... ..... �... ..... ..... ..... .: ,.... � O �� 4i� i O 10 � �� } LL ; r - - _ -i � _ _ _ _ _ - : O DASNED LINE INDIC,4TE8 EXISTINC� — „ ��� ¢ i ; 0 � -.� , � � � Z � i NON - BEARINCx IUALL t0 BE R�MOVED Q U � a � Q W O O � � � ; ; 2 2 c�� � ��p,\� � X l7 i ; ' O EXISTINC� FOUND ,4710N TO REMAIN. Z �/ i � � � I � °' i ; C7YP - UNLESS NOTED OtN� RWISE ) W LL � a i r...�. � — x i i 9 � .. _E '� _ i i i � G. �. iN � > � 3 M i i � �a EXISTINCz DECK JOISTS � g i O TO REMAIN W Q J � , D g z o . ,� ; � o ; = Q i i i l ��,�P i i i O EXISTINCx �LOOR FRAMINC� BELOIU CE ) FIREPL�4GE � � U � � � i t0 REMAIN 2 '.. ...I �4� 0 ¢ � L _ � i � ^ � . . . . . . . .. . . .. . . . . O . . . . � f . �._ ._ ..... .__ .... - - - - - - - - - - - - . . � . . . . . . . , . . . � W - _ _ _ - - SO EXIS7INC� CxARACsE FLOOR FRAMINCs � � t0 R�MAIN �..' W _ � Q\ � +� U .P' �� U i z �4 � �� �` �� Og NEIU NON - BEARINCs UJALL W/ 2x� MIN. STUDS �,T � / — �'� ��' � Q ' � � p `�� 16 "O,G. MAXIMUM � � ' �0 ,�r�P U N w � � Q� � � o Z N w ��ti �' 10 AT EAGH EXISTINC� 2x10 JOIST, SISTER C2 ) 2xlm �� � ALONC�s ONE SIDE /�ND C1 ) 2xl(d ALONC� OPPOSItE � r ZQ ' SIDE � SECURE ALL l4 ) PLI � S TOC�EtNER W/ U ' C2 ) ROWS OF Y" � tHRU BOLTS � 24 " O.G.. W , i LOGATE E,4CH ROIU OF BOLTS 2Y�' FROM JOIST �. SISTERED 2x10 's t0 EXtEND �ROM INTERIOR � BE,4RING LOCAtION t0 END O� N�W NEIU D �CiG EXTENSION BEl'OND / � CANTILEvER ( 18 ' - � " + ) CE ) FRAMED GANTILEVER 5 i � HATGH INDIGAtES ,4 E,4 OF NEW �LOORINCa RE: ARGH � IMAX WEIC�Nt = 5 PS � t0 BE �4DDED I ) NEW C2 ) 2x10 NEADER W/ MIN. CU 2x6 TRIM AND ADD NEW �RAMINC� PER PLAN ; OVER EXIStINC� C:AR E SL ,4B_ CI ) 2x�o KINCx STUD EAGH END. ; � RE: ,arcN ENGINEER : ` JRW � 12 EXISTINCs BEARINCx IUALL AND FOUNPATION TO , 1z R�MaIN DRAWN BY : AR � CHECKED BY : DS PRINTING : DATE : , CHECK SET 3 -28 - 10 8 HOLD STATUS 4 -23 - 10 � SUBMITTAL 5 -04- 10 : REVISION : DATE : I LOAD REV 6 - 15- 10 � . MAIN FLOOR FRAM I N PLAN G SHEET No . � � I � � 1.._ �O �O � � �' � �'I' I � � �'�O ..�. I � I � � T I ,O � ' "' 1_ r� � .. . O F 5 SGALE. 1/4 ' = I ' - � ' NORTH ,1oB No . � R�FEREN�� � 124326 . . � . . � .. . . . . . � � . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . .. . � � � . . . . � Site Spec./09/EPIC RESOURCES . . � . � �� � .� �` -�S, �, �J • � ; T� � �T — �F °�o '�� �'o C��N� i�4L �R�4MINC� PL �,N NOT� S , � �'-�, -�� '��� � (� � , �' '� 'I� c� � NEW R4�TER ANCNORINC�: _ � : (:� ' �. � dEW NEADERS ,4ND JAMB_ ., : PROVID � CI ) ' SIMPSON ' H2.5A GLIP � SHALL BE l3 ) 2x1� HEADER W/ iT � � : �" � PER PLY � EACN BEARINCs IK �OR SPANS LESS tNAN 4 ' - 0 ' AND ,,�. _ � � � ,. 5 2 ¢� . LOC,4T ON. l3 ) 2xlm NEAD � R lU/ IT � 2K FOR ; . [� � � 4i ITYP - UNLESS NOtED OtHERWISE ) _ _ _ a., . L11 - - ; - - LARCxER 5PAN8_ � .... ..� - - NEW BEAMS t MULTIPLE - PL1' CTYP - UNLESS NOTED 07HERWISE ) � , .1.7 : .... ..... ... , , � �.� � R4�tERS: SNALL N,4VE /.� MIN. OF CU � ::. , T � ,. �. p JS � �P`�` Zx4/6 StUD GOLUMN PER PLY At NEW Bl11Lt-UP StUD COLUMNS: ; � : W . ; . 3 8 'P ��'p � `� 2 / EACI� BE,4RINCs LOGATION � SHALL BE CONTINUED DOWN t0 � _: � : � �`` ,p O' �, ;::. � : : '�' -q ( TYP - UNLESS NOTED OtNERUJISE ) �OUNDATION OR OTHER SUPPORTING-� : ; ; f � . 4�ti c - - - - - MEMBER AND BLOGK� D SoLID At j ;', , . � : = �: : . '� _ _ _ _ � : . � , � � NEW EXtER10R WALLB: tNE FLOOR S1'StEM — ' ` OO � D � � , SNALL BE 2x 6 St UDS � I� " O�. ` ' (�' . . . _ .. 8 ; � � _ ... ` GONTINUOUSLY SNEAtNED WITI�-I �i{ " _. �� O � �' LIEW MULTI -PLY BE,4MS: ,, GDX AP,4 R.4TED SHEAtNINCx lU/ � ; :� �., , GONSIStINCz OF C3 ) OR MORE ' _ ` � 0.131 ' � x 2Y' ( Sd ) NAILS �o " O.G. '�,7 ; �: ...:� . 1 iT �`J � M�MBERS SNALL B� SEGURED U. , . ., . � = i ALONCx PANEL EDCxES ,4ND 12 O,G. � ; ; o '�,d , 2 I � TOCrtETNER W/ CI ) 1/2 d� tNRU BOLt 7 ; � ,(�� . �, � IN � IELD_ � l�o ' O_G. STACxCrtEREO IOFFSET `--' , ^r CT1'P - UNLESS NOtED OTHERWISE ) ; , � � n i .4j,� EA: E+OLT 2 I/2 ' �ROM � OF BEAM) � , : 12 . ..... .... ..... ..... ..._ ..... _.: , NEW B,4LLOON FR4MINCx: . . � ' ` �� i � _ _ _ _ _ _ .� ., i 2 � � , , � ALL STUDS CsREAtER THAN ONE NEW �LUSH �R4MED CSIDE L0,4DED� ` i OO RIDC� AM , LEvEL, OR CsREAtER tI�AN 12 ' - (d " � BUILt - UP LVL BEAMS GONSISTINCs OF - - - - - - - TALL, SNALL BE CONtINUOUS 5Y" ( 3 ) OR MOR� MEMBERS SNALL BE ' � ' ��JS i _. LVL StUDS m I�o ' O�_ SEGURED tOC�EtN� R W/ (2 ) 1 /2 " � 7NRU � ° � r�O,o � CTYP - UNLESS NotED OTNERWISE � BOLTS � 16 " o G. CoFFSET E ,4CH BoLT � I� i � � �,r�`� � -q� "4C � 4 T��J 2 1 /2 ' FROM � OF BEAM ) � � s � ti � � o s� NEW INtERIOR W,4LLS: � T � i i � � T�4 � � ��. �/�p � SNALL BE 2x STUDS � I�o ' OL. RE: o �° � ��`i Q ' ' � ''��4j °�C ARCN ' L PLANS FOR U1ALL WIDTH NEW DROP FR4MED ItOP L0,4DED � � � � o � � N � ° 4jti �� ' ' � � '� C71�P. - UNLESS NOTED OT NERUI ISE ) � BUILT - UP LvL B� ,4MS GoNSiStIN� � °- o � M O N � ~ � N � � ° � ---- O� C 4) OR MOR E M E MB ER S S N A L L N N O N � � pJ � r CV O � x , $ h ? p � o � x o � � , . �tv o � NEW OVERFRAME: ��JT� � m U � � . . m � -o v � ,_ � x a � ! q, � � 2 � GROSS NAtGHED AREAS (NDICATE BE SEGt�RED 70CsETN� R W/ C2 ) � � N � � � � a o � � � � ' � � : ^ � � � m � � � � � m @ � r ; � � � O� O� ,� ROUJS O� 1/2 � THRU BOLTS o � a °r�' � o � .� o � o c� � � o � �, fi� , i i � � OVEI�R,4MINC� W/ 2x�o R,4FT� R5 � ; •� O U co s E 4 �< 2� " O.C_ AND BLOGK DOUJN t0 ROOF S 7 A C s C x E R E D � 2 4 " O.G_ C O F F S E t m o � � � � z° p � a � E � o `° O J'� II ' � � � , E,4CN BOLT 2 V2 " FROM � O� BEAM) o � o o x � ° o o .o x j N N � � �P O i r , \ BELOUJ UJ/ 2x� StUDS � 48 O_C. � � @ � � � o� ��4�� �.. . . � . �. � � . . . . � . � . . � � . . . � � . . . . . . . .. . . . . . � . " . . . . . . . � /,/� � . . � �/1�, � � . � . � I . � � . . r 'i � � . � . . . . . . . . . . . . . . . . . . . . . . � . . U N U � L.L � W � 0.. Q � LL � N d LL � � ;�^ �(J ��4i c , _ _ _ _ � _ -r - � _ _ � _ GoNtINUE RooF SHEAtHIN� BELOUJ NEW PRE -M,4NUFAG'1URED H�4N�ER8. � i � GUt OUt CE ) ROO� SHE,4TNINCa ���? ti '� �� - - - - ;- - - � ,F, �C��� � - - - - -' 8 � OVER�RAMINC�. � � ILL ALL NAIL HOLES PER NANGsER � AS REQ ' D ,4T NEW CHIMNEY_ 1 ; �'`i �/ Ct1'P - UNLESS NOtED OTN�RWISE ) MANU�AGTURER'S RECOMM�NDAtIONS. : NOtIFI' RMCs ENCsINEERS PRIOR A _._ .__..._... 1......._ . ; :...... ..:.:..:. . 4�ti c� � . O 3 _ NO SUBStITUTIONS OF �AStENERS t0 GUTtINC� CE ) RAFtERS `ST � r � .... .... ... . . . . .. .. . ..... ..... ..... ..... ..... .. .. ..._ NEW ROOF SNE,4tHINCs. ALLOIUED UJItNOUt RMCx 'S APPROVAL � � uu � i � � , � J ; - - - - , �- _ - _ - - - - - - - - � 5/8 ° GDX PLYWOOD W/ 10d NAILS � \����� �,,� .. .. .... ..._ _ _ _ _= - _ _ - L _ _ -� _ _ _ _ _ i i � , _ , ,. p REG ., , 4 . 6 O,G_ ALONC� ALL SUPPORtED ALL BUiLt UP STUD COLUMNS_ ,, 0 . . . /s ,, _" _ _ f r- - _ _ _ _ _ _ _ � � -t r - - _ _ _ � � � � �C � �Q- . . . . . . �' 2 ' � i � � � i � � i i i � i � PANEL EDCxES AND 12 " O�. IN � I � LD SNALL BE BLOCKED SOLID TO \ 0 . .�� P �G �� ; ��� � i i � � i � � i i i i i i � � � FOUNDATION OR OTHER SUPPORTINC� _ � � '`�6/ 15/10 2 ' � : 8 � E � ` � � � � S v � � �m � � _ rp s j. 1N i i i � � i i 3 i i a p7 � i i MEMBER - BLOGK ALL GoLUMNS = : Q � : �/ � � i i � � i � ii i i i i - . 39818 = ��` �A � i i � �, � � � i i a tLt i � SOL1D 71-IROU�sN FLOOR Sl'St�M = � �. ,: � _ �`/,Q� �qC, ; �.. ..... ...i ;._ _... ..... ._� � �... ..... __. .. , � a � � i _ . : �,``' ; ti � �� 0 i � % � ' � ��"_. \ i , ,, - - - - - - - , , � � � . . . . . `� � \,: � . . .. ...: ..... ..:.. ..... ..�..... :L . � ` 11 �� \ , � .. ..... ..... ..... ...a �... - - �� \��� NEW 2x12 BLOGKINCx n \ � � iinn � i � � � � BEtWEEN CE ) RAFTERS 8 0 ee�ow N�w cN ►r�E�r wa� � II � ; � � � ROOF FiZ4MINC� PL �4N NOTES � � � ,�� O � , � . �� Nu �-q� � i �O ' O1 EXIStINC� ROOF �RAMINCs t0 R�MAIN �`� J 6�. �x ���� U� � II ��`,y �O,q W � � u \� � � � IDC�E � EAM O EXISTINCx NE,4DER / BEAM 70 REMAIN, W .: ��N c � �, U ��4�t�, � - I - - ,- CtYP - UNLESS NOtED OtHERWISE ) w w � 1 0 U Z O RIDC�� BEAM O 3 IN�ILL EXIStINCx OPENINCz W/ NEW 2x4 MIhL - - - - - - - - O STUDS AT 16 °O.G_ MAXIMUM. NEW STUDS t0 - - - - - - - - - - - - W - - - - - - - - - - w � MATCH SIZE OF EXISTINCx STUDS (N ,4DJAGENT m ; Z J Q PARALLEL IUALL U w , �G'� P`^ � �' U J P � , �,��� 5 � ' g � 5'C�� p,�� ^CaJ / i +to �.�. - - O DASN� D LINE INDIC,4TES EXISTINCs � � o � J`�b� I �� F2�� �v4i � �``��P 2 NON - BEARINC� IUALL TO BE REMOVED O _ ^ �!`r.q� -qc � O .� � �P/ � �� i L _ _ _ - � � 0 (n � N '� i � O � , `t�i � ; O5 EXIStINCx �RAMINCs 70 REMAIN. � Q W , � �- - - ,� � CTYP - UNLESS NOtED OTHERWISE ) Z �/ / X \ O � W LL U H L J . , 6 NEW C3 � 2x12 NEADER U1/ MIN. C1 ) 2x�o TRIM � �/ 3 � O AND (2 ) 2x�o KINCx STUDS EAGN END. � O� LL I I � Q 4 � � � ��J O �. O N�U1 C3 ) 2x10 NEADER WI MIN. CU 2x6 tRIM = O - - - . � � ,�`STC�� i � _ _ � ,4ND C1 ) 2x�o KING STUD EAGN END. U F b i � � � 3 3 , ��q�'�/4c'� � S NEW INtERIOR UJ�,LL UJ/ 2x� MIN. StUDS .4T J6 "O�. � " W :.. . . . . . . . . . . . . . . . . . . � . . . . . . � � . . . . . . . � . � . . � � \ � . O E .. � . . . . . . . � . . . . � . . � � � � . � . . . � . � � . � . � . � . . . . . . . . .�. ..� _ _. . .. .. ,. . . . . O W J - - _ _ _ - _ - - W � O IN� ILL EXIStINC� SKYLICxI-It U1/ 2x12 RA�tERS At Q OO . , 16 "O_C_ W/, LU5210 HANCxER � AGN �ND � (� � � J > � � - 0 � 10 I�A7CH INDIG,4T� S NEU1 2x4 At 16 'O�. U1�,LL � � � � O ABOVE �OR N�W CNIMNEY_ SNEAtNE CNIMNEI' � . Z N W G� : \ S � � � WALLS P� R EXtERIOR WALL NOTE. � P � � ��O �,�� � � II N�W C3 ) 2x10 NEADER W/ MIN. CI ) 2x�o tRIM � �� i i AND C2 ) 2x�o KINCs STUD E ,4CH END. W l�l� � i \ Z � � 2 12 NEW C3 ) 2x12 HEADER W/ MIt�L CI ) 2x6 TRIM O ,S, AND C3 ) 2x�o KINCs STUDS EACN END. _ 5 /� i � ��� i \S ; 8 � , 2 �i z ENGINEER : JRW � � � I DRAWN BY : AR � � CHECKED BY : DS .: I � � PRINTING : DATE : , , CHECK SET 3 -28 - 10 , HOLD STATUS 4 -23 - 10 ; SUBMITTAL 5 -04 - 10 ' REVISION : DATE : , � OLOAD REV 6 - 15- 10 i � . ' _ _ F FRAMIN : ROO PLAN . SHEET No . c � �� � � � � r� �/!' 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