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1179 MAIN STREET (COTUIT) - Health
1179 MAIN ST. COTUIT A = 019 130.002 --- i TOWN OF BARNSTABLEH L.00AT :'V �% 7�( � GJ S�� SEWAGE # VILLAGE ��? '" ASSESSOR'S MAP & LOT�I�—�✓��� L-VSTALLER'S NAME^&PHONE~NO. � � � wdl� 7 71-, 3W f SEPTIC TANK CAPACITY LEACHING FACII.ITY: (type) NO.OF BEDROOMS e� BUILDER OR OWNER PERMITDATE: S—�5 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �� Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) A�# Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 6L2 SS f� 7 yi �7b f a No.ZV04A0_-_ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for 33iopool *p5tem Conoruction Permit Application for a Permit to Construct( )Repair(t/)Upgrade( )Abandon( ) O Complete System L individual Components Location Address or Lot No. O)�qf� 6� Owner's Name,Address and Tel.No. Assessor's Map/Parcel `! ✓"'�`��(�f AlfGk,//ems Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( d Other Type of Building 7eiyewe No. of Persons Showers( ) Cafeteria( ) • Other Fixtures Design Flow /f 119 gallons per day. Calculated daily flow 33e� gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 142e'9 9Z e; IsTi�IG Type of S.A.S. Z -700j4' Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7/7Gr_Z-7:� LJ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by tW Board Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued —�7 l_ TOWN OF BARNSTABLE LOCATION SEWAGE # ZZ&r VILLAGE ASSESSOR'S MAP & LOT d/Q 3G?eVZ INSTALLER'S NAME&PHONE NO. . A SEPTIC.TANK.CAPACITY /G�G''fl 9lfl LEACHING FACILITY: (type) Z—,Sddgc/c,4,w size) 1 z;5—.k25 XZ NO. OF BEDROOMS_ 3 BUILDER OR OWNER PERMTTDATE: S �L$—�� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted.Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist. on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist Fd within 300 feet of leaching facility) Feet Furnished by 1SCZ S i - 9�ss .eh �No. •Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS ZIpprication for ;Diopool *potem (fow5tructiou Permit Application for a Permit to Construct( )Repair(V)Upgrade( )Abandon( ) O Complete System L ndividual Components Location Address or Lot No. // " Owner's Name,Address and Tel.No. Assessor'sMap/Parcel COW Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. .._ BQr�D -7 71 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( d Other Type of Building f `"� ce No.of Persons Showers( ) Cafeteria( ) - Other Fixtures Design Flow 111,2 gallons per day. Calculated daily flow 3 3O gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 16ila4al Z!A 157`/r�2 Type of S.A.S. Description of Soil /Z ZS .��z Nature of Repairs or Alterations(Answer when applicable) 7%2-/f —X7 A&.tE//' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board • He h. } i Signed Date &a Application Approved by �' Date "'�z.7 i Application Disapproved for the following reasons Permit No. Date Issued , ' --------------------------------- THE COMMONWEALTH`OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CER , that the On-site Sewage Disposal System Constructed( )Repaired( t/�Upgraded( ) Abandoned( )by LAO t4.l1.'Jf% tZ_,e1 .5 at 7 r has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Pe o�� / dated Installer Designer , The issuance of this t s •all not be construed as a guarantee that the ste ill tctionasidesig e ?Date J Ins ectorL 0 --------------------------------------- NO. ;FP410'041' - t/ (��/�v �r�� Fees} THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mi0pogar *p5tem Construction Permit Permission is hereby granted to Construct( )Repair( V/ /pgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction /must be completed within three years of the date of thii t. Date: �7 / c � � ApprovegKth d U6099 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CER=CATION OF SKETCH AND.APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PEP.MIT ONTMOLT DESIGNED PLAINS) i L �dGrr�,T ��`�D'C� aereby cerriiy that the application `or disposal wort construction permit sided by me dated ��Z/�� conce^unQ the property located at �YIC� y %T e* ' P %j >9 /�/' �. CGti'�G� meets all of she `cilowins criteria: t/ Tne failed system is cone-a :o a-=deztiai uweIng oniv. :here are eao commerc:ai or ousmess ses associated with the dweilinz . .ae soil is a v s .assuzed as C....,.: :and:ne ce:c:cianon:ate:s :ess :.7an or_;.ual .o -,.minutes „e. _ncz. /7,here are no wetlands within 100 fee:-of he orecosed se;,tic s;se n ?here are no private wells within 1f0 tee:of•he"proposed se-ptic system V s here:s ao increase inflow and/or chance in-use proposed t✓ . here are no variances requested or needed The'bottom of the orocosed leaching fac:Iitywiil riot be located less than five fee:above the mxcinium adjusted groundwater able tievation. ,:adjust the ?*cur.dwater abie .&sing the=nmrtcr e:hod when applicable; if the S.kS. will be located with_f0 fee:.oi any vegetated wedands. he bottom of the propose leaching facility will not be located less than feu:een(14) fee,above the maximum adjured groundwater table elevation. Please complete the.following: A) Top of Ground Surface Elevation(using GIS information) O ' B) G.W. Elevation =the MP.X:-iiFgh G.W. Adjustment 7 DIFFERENCE BE WEE`r A and B SIGNED : DATE: [Sketch proposed plan of system on back]. 4 bbeab fotaer pert ri.,,S�XLsx Z a a a d�X i 1 g #1179 y_ 130 z ('�L�O C ij ION SEWAGE -PERMIT N0. dILLAG1 INSTA LLER'S NA-ME ADDRESS l ;!l ill B U I L D ER// LOlt OWNER �YiG /� Giri�rG / h05 DATE PERMIT ISSUED DATE COMPLIANCE ISSUED ,� ... t:4..� a, - � a �.� r / �\ � �, a�. , � n �- , , � � i3�? Q '' r C) THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH SEPTIC SYSTEM MUST SL 1 TALLE® IN COMPLIANCE ( ¢ ,U...............OF-.......�-� �.5`��.-�-1 ----- NTH TITLE 5 Appliratiou for Uhipmal arks C�.�noffi O ODE AND TI®N Application is hereby made for a Perplit to Construct (�) or Repair ( ) an Individual Sewage Disposal System at: ko/ l� �=............................................................. .... .... .... -° � ?L ----- ------------------------•----------------•---•---. . -----...............------•---•....------. �(ioanX,Address mJ le � or Lot N� owner Addres a Q` �.4V t: S� 7l1 Installer Address Type of Buildin�g� Size Lot............................Sq. feet U Dwelling °�No. of Bedrooms..............�........._.........__....Expansion Attic ( ) Garbage Grinder ( ) '4 Other—Type of Building No. of persons.....__3................. Showers — Cafeteria a Other fixtures --------•----------------------- •-•-----------•-----•---•----•--- W Design Flow.........._VLD.......................gallons per person per day. Total daily flow....l�a _...__........__._____.___._gallons. WSeptic Tank—Liquid capacityl600.gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No. .................... Width.................... Total Length............. Total leaching area....................sq. ft. Seepage Pit No---------j-----_.._. iameter.........6....... Depth below inlet- .: ........ Total leaching area... :._�sq. ft. ZOther Distribution box (✓� Dosing tank Percolation Test Results Performed by...... e!� . 1<_.........�N.. ................. Date......3.��............--......... aTest Pit No. 1.... --------minutes per inch Depth of Test Pit...............1� . Depth to ground water.......----------------- Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---------........... -------------------------------••-•---------•----•-•---•-•------•-•-------•-----•--------------.............................................................. O Description of Soil............... .............. .. --------------------------- W --------•--•-----....................................................................................................................................................................................... UNature of Repairs or Alterations—Answer when applicable.........................................................:..................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of iITL% 5 of the State Sanitary Code—.The undersigned further grees not to place the systerq operation until a Certificate of om 'a> laas bee s ed by the board of lth. gned.... .. ...... - ---------......------ ............... Av --a • Dat Application Approved By---&Z.;, _e......-- . ----•-... .. .............. -----•. -�/�. •-- . ate Application Disapproved for the following re ons:...........................................•------••-•----•-----------------------------------------....---.._ ...----••-----------•-••-----•.........................•----------------------------------•..........-•--I•----------------------•--•---......---...--------•------•-•-------------------••--......-•---- Date PermitNo.. - - .. ............ Issued........................................................ Date ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 4 '. ...............oF..........�`,A Utz 5� � Appliration for Disposal Works Tonstrurtion ramit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal`' System at: ...l:.l. ^^.................. . .. :�.... .....:.•... ..-----••--••---• -••-••............_.. or. .... ..... ............. .....----........... �) --ocption-Address/� /!� or Lot N .s—`ct �, ^s t•- � 1f.�/r7�'j r� ` ��^C/ /YI�JJv 7 � C3i1.1 .... � ..... ..................... ................ • ................/.... ... Owner Addres f....�� ..� ..�_....�� •-••.�?=1'9•r75'`......f ..! S Installer Address Type of Buildin Size Lot................---•-----...Sq. feet Dwelling—No. of Bedrooms.......................:....................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures ----------------•----------------------•-•-•-•--------...........-•---------•-----------......----•---•-----------................-•••---••-•-•-_..... W Design Flow............IAa...:...................gallons per person per day. Total daily flow....3-2-.�-_---.-----................gallons. WSeptic Tank—Liquid*capacity./bA--0gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No.................... Width................... Total Length............ Total leaching area................... ft. Seepage Pit No..........I---- iameter......... ....... Depth below inlet.-..:5....... Total leaching area.... $ r:. q. ft. Z Other Distribution box ( .....� Dosing tank ( ) _ Percolation Test Results Performed by....a.�k?PrZ C. YC.......I .� ___________________ Date........................................ --- Test Pit No. I.....z minutes per inch Depth of Test Pit................ `. Depth to ground water......................... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water..........__............ a --••--------••-------------------------•--........-----••----•••---••-•--•••--•...-----•..................................................... •-•-•-••........--•-•---•---••-••-•.... -- 0 Description of Soil ............ ...... .......ft W ................. .-.-_----- . ..........._. : :::..................................::............................... UNature of Repairs or Alterations—Answer when applicable.........................................................:..................................... ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI'iE 5 of the StateSanitary Code—.The undersigned further grees not to place th_e s s® operation until a Certificate of mC�%�' as bee s d by the board of th. A Signed........ ...... ...... ...... ={ ................. ...... ............^ 01' Application Approved By.. ✓. P. L20 r �a`� • ... ......................^ ------•--- •--•-- � ate Application Disapproved for the following asons: ...................•••••-------•-----•---........•-•---------.......------•---••---...---•-•-^-- .. .. ... .._...�.................•------....-••••-...................._........--••............_..•----------.....•-••----•---......-Date--•--......._ Permit No... .`..3.! .. ............. Issued........................................... Date THE COMMONWEALTH OF MASSACHUSETTS � ��// JJ�� BOARDIF ........ 4�1/.)/\ ...0 F......i .... ;M!�244.............. (grrtif iratr of dw- Tomplittnrr TH TO ERT F , That the Individual Sewage Disposal System constructed ) or Repaired ( ) by........ .L7'Q__---•••.._... ••------• ..................:................................... ...................... .... n .._.. at........�.��1 ..._.._[.L.trV r CV --------•------� ........................ .......------------........-•---•----••••----...-•---._..........----••---..--• .................... has been installed in accordance with the provisions of TI F 5 o T /State Sanitary Code/4 e mb the application for Disposal Works Construction Permit No - __. dated_', ........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................. Inspector.................................................................................... �L) THE COMMONWEALTH OF MASSACHUSETTS / OARD O HEALTH "/�'° � t�/` �. No �! � OF.........../ A. -. /.J./.�. .... ..... ...'"'�:...... Dispoott r $ja otr ton rrrmit Permission i ,ere anted ... �/.. ... ._....4..... ...... ... to Constrular ( ) or Re air ( ) an d' ual y ,rpj / e > stemat No.- -- -- --.-- ,-1-�-�-1!nf---------4 �.�.:.. �. ..... Street C� f •- as shown on the application for Disposal Works Construction Permit No..?L?-_'.I!_�II'`Dated._ .f,�_.. p� ....-•--•-•-••-------•---••-. ' ............................................... DATE.......................(? G.... �� Board of Health .......................... FORM 1255 A. M. SULKIN, INC., BOSTON •.. N LEGEND Q ea f a4 Z O EXISTING WALL l7 - NEW WALL bVF IN ®� DEMOLISHED WALL �`C HIDDEN ONE V � a 14'-4' 12'DEEP CONCRETE PAD UNDER r N. BOTTOM STEP,VERIFY LOCATION IN f: FIELD l0 ONE OF DECK ABOVE C* in a ^1 0 N d N V m N 12'DIA.CONCRETE PIER TO 48' U O LLl BELOW GRADE,TYP. L_ (,y P.T.4%4 POST WITH GALV.SIMPSON r 7 Z CONNECTOR TOP&BOTTOM,TYP. I 1 p LU 1.._4.._j .O u al w� Z BASEMENT V LL a I i W LLj o Fi o i_ fi N 1 +— - —s—o + -1 0-- - — i a fi 1 0 1 L_E.J 1 I Ic- 1 I Z r+ Z IZ.. W V c O F' V am Ce I j-__-1 r_._1 � to ---- - --0-+--- -- —r-O-i- ----- 0 0 W I I 1 BASEMEN PLA Z MQjQ,,R' WDENCE. Z W PERMIT DOCUMENTS - January 12, 2006 1179 Main Street, Cotuit, MA 02635 _ w DRAWING LIST ARCHITECT ENGINEER oca A-0 Basement Plan A-4 Exterior Elevations A-8 Specifications A-1. 1st.Floor Plan & Deck Framing A-5 Exterior Elevations A-9 Specifications Royer Architects Phil Trussell 237 Tremont Street 40 County Street ; A-2 2nd Floor Plan A-6 Exterior Elevations E-1 1 st&2nd Floor Electrical Plans Newton MA 02458 Dedham MA 02026 W :1 A-3 Roof Plan& Roof Framing A-7 Sections &Schedules 617.244.4477 781.326.3663a A- 0 2Xi 2 P.T.STAIR STRINGERS @ 16"±O.C. RO Q 12'THICK CONCRETE PAD � N 7'-6' Q 0 O (2)P.T.2%12 - C, C � O v ® pM a N Li f\ O 12 tD e 12 2X12 P.T.LEDGER BOARD W/lg' 00 DA GALV.LAG SCREWS 4'MIN. N INTO SOLID WOOD @l6"O.C. 1- u STAGGERED UP&DOWN O 0 x d d � L Lu N b M to u o W Z c ED U z o Z Cn " GC LJ A 7 A-7 O m W (2)P.T.2X12 O ch o m 1~ 0 CC n 0 r` UP G N 7'-6' NEW STAIR 2 DECK FRAMING PLAN 4 PANTRY POWDE ROOM EXISTING DECK ON 102 1 3 5' ' 3•-r L X X X Y w 6'-B. a 1 EXISTING Gp OII o of MUC�M ourpooR r 112 NEW FLUSH FRAMED BEAM 0 I I 5 11 I BENCH& '[\1 SHOWER (2)133''X 11%LVL ABOVE--= KI CHEN P 1 11 114 8 6 Q II HOD IRONIN / f O_ UO 101 4 3 2 II 7 I �° °° BOARD I 0 PREP NK }1 REF - }I 4 2 / U O FOLDI A REMOVE R ICJ O W 1 r--- -- T BOOKS I I OYEN i¢ _ COATS__ \ I SHELF I I _ ....- 1 OI 103 N N EDGE OF EXISTING DECK -- --- CABINETS - J GREAT ROOM --- --__� c==_ — \\ TO5 \\ HALL z \\ 107 aD 0D \ O 'a 10'-6' 4'-0'x 3'-0'x 5'-6' @ 3'-0' ALIGN 102 \�\ DECK �\ ON _ UP 1os PORCH GARAGE \\\ I NEW GARAGE REPLACE DOOR I EXISTING DOOR I 4 W/TYP.2'-6' �. WIDTH DOOR109 UP 6 \ P`� 5 ��, U 8 6 LLJ \\l/ 0 7 SUNROOM JEN'S BR G °a QZ 110 106 10s 0 J O. 1 5 LINEN CLOSET O Z UP BATH 3 NOTE VERIFY PLUMBING FIXTURE N 105 SPECS&LAYOUT WITH OWNERS F Z FIRST FLOOR PLAN N LEGEND o EXISTING WALL NEW WALL DEMOLISHED WALL �- -. — HIDDEN LINE �4 �, .R- 0, 0 fir a N n REMOVE EXISTING 2 A-7I I SKYLIGHT A-7 co .ALIGN I BATH 2 I I N O — d L�L I ROD � \x� B'3' 20'-0' U V - 1 i0 11 I \ \ U O LlJ14_9. 3 w4DRESSING I',fr = 14 F2-02-1 \-6 MATrsBR 3 U z7 DRESSER O 2 1 21 �� 209 \\ (/� U w . LLJ 5'- 6'-I1•' 2_6• 2_6• LL IZOS \ m Q NEW DECKING NEW LATTICE WOOD 9'-6' 202 \ 0 b W E RAILING WINDOW & 12'-B' TRANSOMS S'-0• SHELVES 203 \ r opsnNc MASTER BR a z a 4 CC L,6 N 00 BALCONY 3 O 207 P I Z _ p 201 0 �\ STRADE 20 B . _ . _ . -- UGHTS7 ✓_.5 / . 210 DN / ., NEW WINDOW / t - B'-B• 2'-23' ' 208 TOWEL NEW GAS FIREPLACE- 6'-0• WARM I— vs I TIE INTO EXISTING FLUE 12910 'I �\ o I \ / O �r ATH 11 o BOOKCASE U NEW GLASS PANELS/ -,� 1MAtt J n I \ / O m a PEN T011ELOW LIN i CABINETS SKYUGHr ABOVE I I I I IL - - - - - - - - - - - - - - - - - - - - -� SECOND FLOOR PLAN Z J d 0 0 J U- J Z � 0 r u u Z W N LEGEND cn EXISTING WALL NEW WALL DEMOLISHED WALL A- 2 — — HIDDEN LINE REMOVE SKYLIGHT EXIII TIN 2XI 2 VALLEY ..SIM ONH2.5TIESAT VkOY RA TER BELOW RA FTE TOP PLATE,Typ. cm lqc EW 2(10 4)16"D.C. NEIV4XA P05'DOWNTQ(2);XI2 0 JOITS IT FL BILOW NE IN N 'X 1 7/8'L IL RIDGE M E-:A F 2X ON T Pn IST G EXISI ING;XI 0 P 16'D.C. I IEW:XIO P 16'D.C. u o 4, NE V 2X BfA ING VALL to BE I OW, 180" EXI TING BAIN WA ;.Mj 41i Nil&ot�.iejMls!MMI ID E KISTI 4G It,FTE Uj r u U LLJ 7 Z e 0---------------- ............. ui U z ce Lu ce uj 0 LINE OF FIRST O LOW FLOOR WALL BE CC rA ... -------------------- z .................. ........... 0 Z u Uj 0 u u 0 0 2 ROOF FRAMING PLAN ca CL to 2E a o — — — — — — — — — — — — — — — — — — — — — — — — — — — N LIMIT OF NEW ROOF NEW CUTTER, NEW SHINGLES, CONSTRUCTION FMATCH EXISTING RIDGE VENT MATCH EXISTING I o .........--------------........ ----------- --------- ------------ I z .......... ------- ---------------- ----------- ......----------- -------------- u- ---------------...... ----------------------- z - - - - - - - - - - - - - - - - - - - - - u- LEGEND EXISTING WALL 2 ROOF PLAN NEW WALL DEMOLISHED WALL A HIDDEN LINE - 3 P g 00 a v v v N A d' O N ROOF OF NEW DORMER BEYOND N �, RIDGE VENT N r � N u o W � Z _ mac+iNEW, W. S S 2ND FLOORCFJCING _ _ — — — _ — — — NEWSNINGL'II - I EXISTING 0 N WW E N NEW WOOD \ DECK z 1 ST FLOOR - \ - / O m O 0 SUNROOM'FLOOR L. O ° o aO O N N N ~ U z BASEMENT FLOOR — _ — — — _ — — O O (,-'�-NO RTH ELEVATION 1/4-=1°-Oe Z 0 Q W J TW I..L u 0 z Z 0 A-4 �a>x s� v:;P Ada COIN a o N n t0 N O y NEW DORMER m 3 RIDGE VENT NEW SHINGLES, m _MATCH EXISTING _ _ _ U O W NEW WOOD TRIM&SIDING, _ - _- Q •% y MATCH EXISTING - -_- -....._ __—___— - _ REMOVE EXISTING W y Q SKYLIGHT c vl — - - - - - - - - - - _ _ - t_ 2nd FLOOR CEILING O W 0 - - NEW WOOD eALU$TRAce DE&DECKING N --R §, x ON EXISTING BALCONY FRAMING NEW DOO 2nd FLOOR 1D S NEW WOOD _. DECK REMOVE DOOR ��- t- I-_ 4--_ — 1st FLOOR � O DfISTING OUTDOOR SHOWER O m � EXISTING DECK N yD O N N n � I � W 12"DEEP CONCRETE PAD J O - _ _ _ - - - _ - - _ _ - _ - UNDER BOTTOM.STEP - - .BASEMENTFLOOR NEW STAIR I I - VERIFY LAYOUT IN FIELD I I i i LJ LJ SOUTH ELEVATION O F— J W J 1" OZ ,w V A- 5 d z co col WK S®� Q to a v a N oo N O N V L W (D NEW SHINGLES, NEW SHINGLES, (v) O W m -- - ATCH EXISTING MATCH EXISTING __ NEW DOUBLE HUNG WINDOWS LL AT BALCONY Z r C _- NEW DORMER NEW DORMER LLJ -- - REMOVE EXISTING —-- p Z ce SKYLIGHT ___ u _ 2ND FLOOR CEILING __- ui j - . vA ----- - _- - -- 2nd FLOOR CEILING vl C C ---_- - R _� DC CIS_ h. _ - =u' - - NEW WOOD SIDING &TRIM NEW WOOD BALUSTRADE& MATCH EXISTING .DECKING ON EXISTING BALCONY FRAMING 2ND FLOOR 2nd FLOOR - - _J�. IL_il -�.a i�`_ -1}�`-�.'_ii'_. -ii-1}=�1-.. _ ,i_ of NEW WOOD DECK FF F 2 WZ Z W 7 EXISTING DECK O UO BEYOND 1ST FLOOR h. --'$�2st FLOOR - - - - - - - O SUNROOM FLOOR - Q . Y - - U Q K NEW WOOD GARAGE DOOR 1NR SXIST1G DOOR 1 N C O F i I t; z BASEMENT FLOOR I ( 1 I I I 1 L_' L Z EAST ELEVATION ` 2 , WEST ELEVATION W J W W J za Q ui A- 6 A Old a0Y 9s�y,6 LEGENDU. FXIS LNG CONSTRUCTION (n SS NEWCONSTRUCTION W 6 D� T, 2X6 CEILING JOISTS @ l Yy r v 16'O.C.W/R-38 rs�. NO�p ®� INSULATION 16' .C.W/.JOISTS S QQA ®® I6'O.C.W/R-38 INSULATION CO, \ _ \ 2nd FLOOR CEILING < 12 \ \ v LAP NEW&EXISTING RAFTERS 10 \\\ DRESSING N 24'W/R-19 INSULATION \ \ o to \\\ A MASTER BEDROOM bn / \ 2X6 STUDS @ 16' MATTS j BEDROOM\\\ O.C.W/R-19 40 \ INSULATION yt \ ' al O , � t � N Lu U HALL POINT)RROOM Z. U OLLJ GREAT ROOM Z O LLJ 0 3 U 2 0 ! 1 st FLOOR U a LLJ Qom, in c c O 11 H BASEMENT ^ wO�// M BASEMENT SECTI N THR N DORMER a � O U EW �/4._)-oe Z SECTION THRU M.BEDROOM 1/4'=r-Oa o = o DOOR SCHEDULE PLUMBING FIXTURE SCHEDULE (VERIFY ALL COMPONENTS WITH OWNERS BEFORE ORDERING) - u O DOOR#''LOCATION SLAB SIZE(W X H X TH) MANUFACTURER TYPE MODEL NO. -THRESHOLD NOTES d' 0 H RM.# ROOM -FIXTURE "'MANUFACTURER MODEL MODEL# COLOR FAUCETS&FITTINGS NOTES V 0 101 MUDROOM 2'-8-X 6'-8'X I ANDERSEN FRENCHWOOD HINGED PATIO FWH 3161 TAR BY MANUF. SCREEN DOOR BY ANDERSEN FIRST FLOOR w 0 C m 102 GARAGE 2'-8'X 6'-8'X 1 EXISTING - - - SCREEN DOOR BY ANDERSEN 101 KITCHEN SINK ELKAY LUSTERTONE ELU2616 STAINLESS DELTA(TYPJ UNDERMOUNT,SINGLE BOWL 103 MUDROOM 2'-6'X 6'-8'X 1/g' BROSCO I-PANEL FIR F-20 OAK SIGNATURE#472 104 POWDER ROOM 2'-4'X 6'-8'X 1/a BROSCO 1-PANEL FIR F-20 OAK 10 105 COAT CLOSET 2'-6'X 6'-8'X 1/¢' BROSCO 1-PANEL FIR F-20 103 POWDER ROOM LAVATORY KOHLER SPUN GLASS K-2276 TOO KOHLER K-197 C 00 FALLING WATER O N 106 SIDE ENTRY T-0'X 6'-8'X 1 ' BROSCO I-PANEL FIR F-20 SCREEN DOOR BY ANDERSEN N TOILET TOTO DRAKE CST744SL WHITE LUSTRA TOILET SEAT ^ N 107 DENS BEDROOM 2'-6'X 6'-8'X 1/g BROSCO 1-PANEL FIR F-20 W 108 RATH 3 2'-6'X 6'-W X 1 X BROSCO I-PANEL FIR F-20 OAK 104 MUDROOM SINK ELKAY LUSTERTONE DLR222230 STAINLESS DELTA CLASSIC*2131 Q 0 109 JENS OR CLOSET 2'-0-X 6'-8'X I i§' BROSCO 1-PANEL FIR F-20 - 110 NOT USED - - - - - - 105 RATH3 LAVATORY TRANSOUD STANDARD IT83122 WHITE DELTA EWNGTON SOLID SURFACE COUNTER W/INTERFACE BOWL III FRONT ENTRY 3'-0'X 6-X 1 ' ANDERSEN FRENCHWOOD HINGED PATIO FWH 60611APLR BY MANUF. SCREEN DOOR BY ANDERSEN #3569 112 GREAT ROOM 9'-0'X 6'-8'X 1 ' ANDERSEN FRENCHWOOD HINGED PATIO FWH 60611 APLR BY MANUF. SCREEN DOOR BY ANDERSEN TOILET TOTO DRAKE CS7744SL WHITE - LUSTRA TOILET SEAT 113 GREAT ROOM 6'-0'X 6'-8'X 1 ANDERSEN FRENCHWOOD HINGED PATIO FWH 60611 APLR BY MANUR SCREEN DOOR BY ANDERSEN Q 114 X6'-8'X 1,5' - BROSCO 1-PANEL FIR - SHOWER TRANSOUD -NEO-ANGLE 38INCH WHITE DELTAEWNGTON CERAMIC TILE WALLS 115 BATH 3 CLOSET 1'-6'X 6-8' 1 s WSW 1-PANEL FIR F-20 f - OAK #14269 202 ATTIC 2'-6'X 6'-8'X 1/' BROSCO 1-PANEL FIR F-20 BATHTUB SUNRISE. PIEDMONT 872 WHITE SUNRISE SPECIALTY 433 SECOND FLOOR SPECIALTY FILLER/HANDSHOWER 203 MATT'S OR CLOSET 2--W—X 6'-8'X 1 e BROSCO 1-PANEL FIR F-20 203 BATH 2 LAVATORY TRANSOUD STANDARD 1TB3722 WHITE DELTA EWNGTON SOLID SURFACE COUNTER WANTERFACE BOWL 204 MATT'S BR CLOSET 2'-0'X 6'-8'X 1 T BROSCO 1-PANEL FIR F-20 #3569 205 MATTS BEDROOM 2'-6-X 6'-8 X I/e BROSCO 1-PANEL FIR F-20 TOILET TOTO DRAKE CST744SL WHITE LUSTRA TOILET SEAT 206 LINEN CLOSET 2'-0'X 6'-8-X 1 BROSCO I-PANEL FIR F-20 207 MASTER BEDROOM 2'-0'X 6'-8'X 1/e BROSCO 1-PANEL FIR F-20 TUB KOHLER MENDOTA K-SO6 WHITE DELTA ELLINGTON 208 MASTER BATH 2'-6'X W-8'X 1 BROSCO 1-PANEL FIR F-20 #14469 209 M.RATH CLOSET V-3-X 6'-8'X 1 BROSCO 1-PANEL FIR F-20 OAK 206 MASTER BATH LAVATORY KOHLER CAXTON K-2211 WHITE DELTA EWNGTON 210 MASTER BEDROOM 6'-0-X 6'-8'X 1 ANDERSEN FRENCHWOOD HINGED PATIO FWG 60611 It BY MANUF. SCREEN DOOR BY ANDERSEN #3569 211 DRESSING 2'-6'X 6'-8'X 1 s BROSCO 1-PANEL FIR F-20 TOILET TOTO DRAKE CST744SL WHITE LUSTRA TOILET SEAT 212 DRESSING 2'-6'X 6'-8'X 1 e BROSCO 1-PANEL FIR F-20 SHOWER CUSTOM - - - DELTA EWNGTON #14269 WINDOW SCHEDULE FINISH SCHEDULE TYPE FRAME SIZE(W X H) R.O.(W X H) MAUFACTURER TYPE MODEL.NO. NO.REIM NOTES RM.# ROOM FLOOR WOODWORK WALLS CEILING NOTES A 2'-0'X T-4 2'-0 X 3'-5 ANDERSEN CASEMENT C135 2 400 SERIES FIRST FLOOR ILA Z 8 2'-5 X 4'-8 2'-6 X 4'-8 ANDERSEN TILT-WASH DOUBLE-HUNG TW2446 4 400 SERIES 101 KITCHEN STRIP WHITE OAK,POLY. PAINT GYP.BD.,PAINT GYP.8D.,PAINT O C 2'-4 X 2'-4 2'-4 X 2'-4 ANDERSEN CASEMENT CW125 2 400 SERIES 102 PANTRY STRIP WHITE OAK,POLY. PAINT GYP.BD.,PAINT GYP.BD.,PAINT W _ 'D 5'-11 j X 3'-4 6'-0 X T-S ANDERSEN CASEMENT C335 1 400 SERIES 103 .paY ER ROOM CERAMIC TILE - PAINT GYP.BD.,PAINT 4GYP.BD.,PAINT 1_ E 1'-9 X4'-8 1'-10 X4'-8 ANDERSEN TILT-WASH DOUBLE-HUNG TW1846 2 400 SERIES IO4 MUDROOM _ CERAMIC TILE PAINT GYP.BD.,PAINT GYP.BD.,PAINT ~ F 2'-0 2'-0 ANDERSEN CIRCLE WINDOW CIR20 1 400 SERIES 105 BATH 3 CERAMIC TILE PAINT GYP.BD.,PAINT GYP.RD.,PAINT CERAMIC TILE @ SHOWER WALLS Z W 106 LENS BEDROOM STRIP WHITE OAK,POLY. PAINT GYP.RD.,PAINT GYP.BD.,PAINT N 107 GRFATROOM STRIP WHITE OAK,POLY. PAINT GYP.BD.,PAINT GYP.BD.,PAINT 108 HALL - STRIP WHITE OAK,POLY. PAINT GYP.DO.,PAINT GYP.BD.,PAINT SECOND FLOOR 201 MASTER BEDROOM CARPET BY OWNER PAINT GYP.BD.,PAINT GYP.BD.,PAINT 202 DRESSING CARPET BY OWNER PAINT GYP.BD.,PAINT GYP.BD.,PAINT 203 BATH 2 CERAMIC TILE PAINT GYP.BD.,PAINT GYP.BD.,PAINT CERAMIC TILE @ TUB WALLS;BEAD BOARD WAINSCOT — 204 MATTS BEDROOM CARPET BY OWNER PAINT GYP.BD.,PAINT GYP.BD.,PAINT 205 HALL CARPET BY OWNER PAINT GYP.OD.,PAINT GYP.BD.,PAINT 206 MASTER RATH CERAMIC TILE PAIMI' GYP.BD.,PAINT GYP.BD.,PAINT CERAMIC TILE @-SHOWER FLOOR&WALLS 'l im ® aw ^ ® U_SPECIFICATIONS ®y �y p� � ® Yso o DIVISION I -GENERAL REQUIREMENTS DIVISION 2-SITE CONSTRUCTION - Bolts,nuts&washers: Hot dipped galvanized conforming to ASTM A153. - Master Bedroom Lattice Panels: Council Crest style Western Red Cedar MERAL CONTRACTOR'S RESPONSIBILITIES - Nails Common wire nails,except barbed nails at plywood sheathing. deck rail panes 6y-Wo-oilway. Available from Selectwood 800.922.5655 - Building permit and fees: The General Contractor shall be responsible for - Before beginning construction,the General Contractor shall verify with the Galvanized nails at exposed framing. - Bead board Wainscot: In Bath 2 install a 36"high MDF bead board acquiring all permits an for paying all permit fees related to the Owner which existing plant and paving materials shall be preserved. The - Metal connectors: Hot dipped galvanized connectors by Simpson,or wainscot with solid wood chair rail. construction process. General Contractor shall take care to prevent damage to the lawn, approve equa. All free standing wood posts shall have metal post caps - Fireplace mantel: Painted wood mantels. Coordinate design with the - Construction schedule: The General Contractor shall prepare a pavement and surrounding trees and shrubs that are to remain. and post bases. Post bases shall be of type that elevate end grain above rc itect. rov a an allowance of$500 for the mantel. v construction sc e u e prior to commencing work and present it to the - Excavate,backfill and regrade,as required,for the scope of the work. the floor. - Built-in shelving&cabinets with painted finish: Solid poplar and birch v Owner. If during the construction process,he becomes aware that the - The General Contractor shall be responsible for finish grading at the Execution veneer plywood. oor inate layout o s e ves and cabinets with the completion date must be adjusted,he shall notify the Owner V projected p fly perimeter of the new structure. The finish grade shall have a positive Unless otherwise indicated,nailing shall conform to Owner. Adjustable shelves shall have metal pegs fit into drilled holes in � immediately. slope away from the structure. New plant materials and grass shall be asb sachusetts State Building Code 6th Edition,Table 3606.2.3a. Wood the sides of the cabinets. - Insurance: The General Contractor shall carry workman's compensation, the responsibility of Others. beams with 3 plies shall be nailed with 16d nails at 8"o.c.staggered top - Wood counters: %Mahogany counter in Pantry. persona iinjury and property damage insurance. DEMOLITION and bottom,and nails for joists hangers shall be long enough to - stl—Fir .ndFtr.Stair Components: Cooper 40926D poplar newel posts, Q - Construction fence: The General Contractor shall install snow fencing - No demolition of structural elements shall take place until all supported penetrate at least 2 plies. poplar S060 square balusters installed"on the diamond"and Mahogany o around the drip lini of all trees in the construction zone prior to construction is safely and completely shored. Shoring shall not exceed - Floor joists: All floor joists shall have one line of minimum 1 x3 bridging 6008 handrail. commencing work. the allowable stress of existing structure supporting the shoring. ore-a-c -8 Teet of span. All beams,joists and rafters shall be blocked or - Clothes Closets: Painted fixed wood shelves and natural fir closet poles, V - Code compliance: All work shall be performed in accordance with all - Selective demolition: Confer with Owner before disposing of building braced at all bearing points to prevent rotation. typical.— LA r app ica a nat onal,state,and local codes. The General Contractor shall components suc as windows,doors,cabinets,and plumbing fixtures. - All wood members shall be nailed in accordance with Massachusetts State Execution M N be responsible for verifying all applicable code compliance. Any potential PLANTINGS Building Code Appendix C. —6ress and sand finish carpentry work free from machine and tool marks, W N U violations shall be reported to the Architect before proceeding. - Pruning,transplanting of existing shrubs,and planting of new materials - Plywood shall be nailed at 6"o.c.at all joints and edges and 10"o.c.at abrasions,raised grain,or other defects exposed to view. V o LLJ M - Existing conditions: The Architectural Documents have been compiled shall be the responsibility of others. Coordinate the protection of other supports. Plywood sub-floor shall be glued to joists with approved - Finish carpentry work shall be properly framed,closely fitted,and Z < �.• c from the best available information and are not intended to limit the existing plantings with the Owner. adhesive,before nailing. accurately set to the required tines and levels and shall be rigidly secured scope of the work. The General Contractor may encounter hidden or - Provide nailing at all connectors in accordance with manufacturers in place. Secure work to prevent checks and warps. Provide tight joints 0 •� _ covered conditions,not shown on these drawings,requiring additional recommendations. that are formed to conceal or prevent shrinkage. c V Z DIVISION 3-CONCRETE work for the completion of this Contract. It is assumed that the - Structural lumber and engineered timber products shall be stored off of - Blind nail finish work to the greatest extent possible. Where surface (/1 u d Contractor has inspected the existing conditions prior to bidding and CONCRETE the ground and protected from the weather. Timber products shall not nailing is used,set and fill nails to match adjacent wood. I iJ d Q Foundations&Piers- u In verified the information herein supplied. be purchased from a supplier who stores them exposed in the yard. PLASTIC FABRICATIONS xcavation: xcavate to lines and grades required to properly install the V - Verification of dimensions: All dimensions in the Construction Timber products that become soaked shall not beinstalled in the building. - Plastic laminate counters&backsplashes: Post formed plastic laminate c LLJ o e�ck p—le�oundations on undisturbed soil or controlled structural backfill 0 a E Documents are tote ce of concrete or framing,unless noted - All structural lumber shall be straight and true. Install joists or rafters countertop to the u oom. oor mate color with Architect. 1 M I, approved by the Architect. Remove all silty topsoil,or objectionable otherwise. The General Contractor and his Sub-Contractors shall verify material from under slabs on grade. All excavations shall be dry before 0 with any natural camber upward. - Translucent panels: Coordinate materials and details with Architect. Q o+ 1- ,. �. their respective portions of the work as related to the Construction - Select best available pieces of lumber for heavily loaded members such as - Solid surface counters&backsplashes: See Plumbing Fixture Schedule. p[ N Documents before beginning. All dimensions for fixed materials and placing any concrete. beams,trimmers,lintels and headers. Avoid knots and other defects at assemblies shall be determined b field measurements taken jointly b - Piers: Piers are to be placed on undisturbed material free of organic, edges near mid-span in long y 1 ly y wean or other deleterious materials,and having an allowable bearing P c pieces such t beams and trimmers. Avoid the Contractor and the supplier or fabricator involved. Notification of knots,splits and other defects at mid-depth near ends in short pieces DIVISION 7-THERMAL&MOISTURE PROTECTION value of at least 3000 pounds per square foot. The bottom of each discrepancies between Construction Documents and existing conditions such as headers and lintels. exterior footing shall not be less than 4'-0°below the lowest adjacent - Materials:Wherever framing cavities are accessible Burin shall be reported to the Architect before proceeding with the work. finish grade surface exposed to freezing. Any adjustment of elevations All posts and tally columns shall be set plumb,and shall be well 9 g construction CONSTRUCTION PROCESS connected and laterally braced at their top and bottom points. install a following insulation. of footings due h field conditions must have the expressed approval of - Ceilings with unheated s - Workmanship: All workmanship in the job shall be first quality. All flush framed connections shall have suitable sized joist or beam 9 pace above: Kraft faced R-38 fiberglass blankets the Architect. Where new foundations are built in the same location as between the ceiling joists. Install affles,as - Protection of existing structure: During construction,care shall be hangers. Unless otherwise noted,PRI's and LVL's shall have the size 91 required,to maintain free air existinglvio foundations,they shall bear on undisturbed soil at the same movement from the soffit vents up into the roof cavity. taken to protect the existing portions of the building from settlement, hanger recommended by the manufacturer for the maximum allowable ty• elevation of the existing foundation. - collapse and damaging vibration or shock. The interior of the existing uniform load over the indicated span. - Sloped ceilings with unheated space above: Kraft faced high performance ' _ structure shall be protected from weather. - All rafters shall have hurricane anchors unless otherwise shown on 8 1/4 thick - C fiberglass batts,as manufactured by Owens Z Protection of the inhabited space: The construction zone shall be DIVISION 4-MASONRY drawings. Coming,between the rafters. Install baffles,as required,to maintain w thoroughly sealed off-a-n-d-s-e-6-r-ed from the rest of the house. A double STRUCTURAL DESIGN LOADS free air movement from the soffit vents up into the attic space or ridge Z M polyethylene barrier shall be installed at all openings to prevent dust BRICK - Dead Load: Weight of building components vent. o_ 2 uo from migrating into the inhabited portions of the house. The premises - Chimney:Modify existing chimney and flue,as necessary,to tie in the - Lwe a s. Living Areas=40 PSF - Floors with unheated space below: Kraft faced R-30 fiberglass blankets E v o shall be locked at the end of each work day. new gas fireplace in the Master Bedroom. Balconies&Decks=60 PSF between the flooriolsts. Install Tyvek at the underside of the floor joists. 7" p f M - Coordination of the work: The General Contractor shall coordinate all Snow Load=35 PSF - Exterior stud walls: Unfaced high performance R-21 fiberglass blankets, 10 o_ worko the Project. He DIVISION 5-METAL s all anticipate areas where the installation of - Wind Load: Minimum wall bracing per Massachusetts State Building Code as manu acture y Owens Corning,between 2x6 studs of the exterior in O0 plumbing,mechanical and electrical work will be restricted,congested or& Artiea6.2.9. walls. otherwise difficult and coordinate the various affected Sub-Contractors, - Earthquake Load: Not applicable per Massachusetts State Building Code - Window and door headers: Create insulated headers by installing 2' as required. All cutting,refraining,patching and repair of finishes Ater 3 po isoclydnurate oam insulation on the interior face of double 2x N N required by the Sub-Contractors shall be the responsibility of the General DIVISION 6-WOOD&PLASTICS EXTERIOR FINISH CARPENTRY&MILLWORK headers.ff— ^ N Contractor. Materials Execution Materials - Exterior trim: No.1 Western Red Cedar, ~ Z - Samples: All material samples that are requested by the Architect shall primed on all sides,for flat - C—are sFiall be taken to fill all cracks and cavities with the insulation Q Ci Be—provided in duplicate. Samples shall be clearly labeled as to their —SoTTTumber moisture content 19 %maximum. sto�o.I Eastern White Pine,primed on all sides,for mouldings. Match material. in O - Studs: 2x4&2x6 Spruce Pine Fir-Stud grade. dimensions and profiles of the existing material,type or make,manufacturer,size or gauge,and other pertinent p g trim. - Where insulation comes into contact with the underside of the roof,install data. - Members: 2x6,2x8,2x10,2x12 Spruce Pine Fir- - Exterior decks and stairs: Deck&stair treads shall be 1 x4 Ipe by baffles to maintain free air movement from the soffit vents to the ridge - Smoking: No smoking shall be permitted inside the building. No-.77"D Diamond Decking. Risers shall be I x Azek. All available from Selectwood vents. - FinaTpayment: Upon substantial completion of the project,there shall be - Built-up beams: Spruce Pine Fir-No.1 800.922.5655. VAPOR BARRIER - a Punchosts: r em Fir-No.2 Exterior handrails&balustrades: All coin List issued by the Architect that documents work to be completed portents shall be Western Red - Furnish and install a 6 mil polyethylene vapor barrier on the interior face - Laminated veneer lumber(LVL): Shall be GP-LAM 2.0E as manufactured of all exterior stud walls. Where or corrected prior to final payment of the Contract Sum. Cedar. Woodway Profile top rail. Woodway Alameda bottom rail and 1 �°X Joints in the vapor barrier occur,overlap APPLICATIONS FOR PAYMENT y Georgia Pact is Corporation, ersa-Lam 2900 SP or 2800 OF as I V balusters @ 4Y2"O.C. Balustrade posts shall be pressure treaded 4x4's the sheets by one full stud bay. Repair any tears or holes in the vapor manufactured b Boise-Cascade,or Microlam 2.0E as manufactured b - The General Contractor shall submit applications for payment to the y Y wrapped with 1 x6 Western Red Cedar boards of with Woodway Western Red harrier with tape before dry walling. Lap the wall vapor barrier down onto Owner and,Architect on a monthly basis,or at other mutually agreed Trusjoist MacMillian. Minimum structural properties shall be as follows: Cedar 6x6 post sleeves. Woodway Red Cedar post caps shall be installed on the subfloor and tape the edge. Lap the wall vapor barrier onto the Fb=27SO PSI,Fv= 285 PSI,Fc 750 PSI,Fc=2635,E=2,000,000 PSI. upon intervals. p= the top of the posts. All components are available from Selectwood ceiling and staple the edge to the ceiling strapping. CHANGE ORDERS Width of LVL's shall be 1 3/4"unless otherwise noted. Depth shall be as 800.922.5655 AIR INFILTRATION BARRIERS - The General Contractor shall price all changes to the Contract Sum in given on the drawings. Engineered lumber posts and columns shall be - Columns Under Great Room Deck: Pressure treated 4x4 posts wrapped with - House wrap: Install Tyvek over exterior wall sheathing. advance and have them agreed to by the Owner and Architect before Versa-Lam 2200 OF LVL as manufactured by Boise-Cascade,or Paralam I x6 Western Red Cedar boards. Install Never Rot trim at top and base. 1.8E PSL as manufactured b san,or approved equal. Coordinate details w/Architect. SHINGLES proceeding with the work. y Trusoit MacMilli 1 l - Roofs with 4:12 pitch or greater: Where shown in Architectural Drawings, - Change orders of less than$1000 in value shall require verbal approval Minimum structural properties shall be as follows: Fb=2200 P51,Fc= Execution by the Owner or Architect,before proceeding. Change orders equal to or 2S00,E=1,800,00 PSI. If engineered timber products such a LVL or - mish carpentry items shall be primed or sealed before installation. install 3 year r erg ass s ing s,by CertainTeed or.approved equal,over greater than$1000 in value shall require signed approval by both the plywood web joists are substituted for dimensional lumber framing,sizes Paint or seal coats must be dry before installation. 30-pound asphalt saturated felt underlayment. The color shall match the and properties shall be as required to provide equivalent structural - Finish carpentry work shall be properly framed,closely fitted,and existing shingle color. Install Grace Ice&Water Shield under the felt Owner and Architect,before proceeding: rP ry ? p ly f dl ly CLEANING performance to the framing shown on the drawings. All such accurately set to the required Im underla ment at valleys,ridges,and eaves. It shall also be installedes and levels and shall be rigidly secured under copper flashing at roof crickets. � - Debris on the exterior and interior of the house shall be picked up daily. substitutions are subject to approval of the Architect. in place. Secure work to prevent checks and warps. - At the end of the day on Fridays,the floors shall be broom clean and all, - Plywood sheathing: Plywood for wall sheathing shall be APA span rated - Provide tight joints formed to conceal shrinkage. SIDING Z debris from the site shall either be placed in a dumpster on the site or 1/2'CDX. Plywood for roof sheathing shall be APA span rated 5/8'COX. - Blind nail finish work to the greatest extent possible. Where surface - Typical siding: Match grade and exposure of existing Eastern White Cedar O s ing a sr mg. Plywood for floor sheathing shall be APA'STURD-I-FLOOR", combination nailing is used,set and fill nails to match ad SHEET METAL FLASHING&TRIM removed frorrr the site. Dispose of all refuse legally. adjacent wood. sheathing and underlayment,tongue-and-groove,3/4'thick. - Dress and sand finish carpentry work free from machine and tool marks, _ Exposed flashing: Match existing. - At substantial completion,the General Contractor shall be responsible for rP ry Q - Pressure treated wood: A CQ preservative treated lumber,at all abrasions,raised rain,or other defects ex osed to view. - Concealed a-fl s rig: Match existing. cleaning the construction zone of all foreign matter using methods and 9 p U cleaning agents that will not damage the various finishes. All expose amrng an at framing in contact with concrete. Follow INTERIOR FINISH CARPENTRY&MILLWORK RO CCESSORIFS U_ construction materials,not wanted by the Owner,shall be removed from manufacturer's recomendations for material of all connectors and Materials - soffit vent- .Match existing. 1= fasteners. Ttenor standin &runnin trim: T g r V the site. 9 9 Typical interior trim and mouldings - Ridge vents: Roll Vent,or approved substitute. Cover with asphalt u LL I - Sill seals: See Air Infiltration Barriers section. s a e paint gra a pop ar or 1 Eastern White Pine and shall match the s Wing es. Z Q„ dimensions and profiles of the existing interior trim. - Drip edge: White aluminum. 31, (n uttG Q�Natch existing. 0 Downspouts: Match existing. A- 8 l\ ©s ®e CC LU 4 . SEALANTS,CAULKING&SEAL$ DIVISION 10-SPECIALTIES DIVISION 16-ELECTRICAL 0�- Interior/Exterior: DAP Alex Plus acrylic latex caulk plus silicon with 35 QUIPMENT 0 year guarantee,or approved substitute. - Install an Infinity zero clearance gas fireplace by Heat&Glo. Tie into - Electrical fixtures: In general,the Owner shall furnish and the Contractor DIVISION 8-DOORS&WINDOWS existing masonry flue in the Master Bedroom. shall install ta(I all surfacemounted light fixtures. The electrical fixtures WOOD DOORS&_FRAME5__ TOILET&BATH ACCESSORIES listed below shall be furnished and installed by the electrical contractor. � - See the Door Schedule in the Architectural Drawings. - Towel bars,TP holders&robe hooks: The Owner shall furnish all bath - Recessed light fixtures in insulated ceilings: Lightolier Lytecaster 5"white v - Garage Door. Clopay Reserve Collection,Semi-Custom Series, accessories. The Genera ontractor shall install bath accessories as basic baffle#1 076WH trim with I ame-in kit. Moe R 2 with Square Windows. delineated in the Architectural Drawings. - Recessed light fixtures in un-insulated ceilings: Lightolier Lytecaster 5' N WOOD WINDOWS&SCREENS - Medicine cabinets: Basco FM329EV-W recessed medicine cabinets with a basic baffle#1076WH trim with 1002PIframe-in kit. - See the Window Schedule in the Architectural Drawings. fixed wood--picture frame applied to the wall at the perimeter in Bath 2& - Under-cabinet light fixtures: Aikco Little Inch halogen under-cabinet `o MASTER BEDROOM INTERIOR WINDOWS Bath 3. xtures. - Fixed Andersen sashes.with obscure glass. TUB&SHOWER DOORS/ENCLOSURES - Bath exhaust fans: Whisper exhaust fans by Panasonic sized for the room Go DOOR HARDWARE Master Bath: Glasstec frameless shower enclosure by Century,or per the nufacurer's recommendations. rw - Hinges: Install new residential grade satin nickel plated solid brass apprual. - Major electrical appliances: The electrical sub shall coordinate his work ifinges with rounded comers by Von Morris,or approved equal,at all - Bath 2&3: Centec aluminum frame shower enclosure by Century,or with the manu acturers installation instructions for the appliances being d interior doors. approved furnished by the Owner. See the Appliance Schedule for more N - Exterior Doors: Anvers Style trim with satin nickel finish by Andersen. MIRRORS information. �+ ntenoT r Doors: Tubular latchset with Egg knob and standard plate - Install a full wall plate glass mirror above the vanity in the Master Bath. WIRING DEVICES W N N V m6te—k in satin nickel finish. IRONING BOARD CABINETS _ b y _ Coordinate style and color of receptacles,switches,dimmers;and cover � LJJ - Pocket - Reuse existing folding ironing oc t Doors: Grant tracks. Baldwin 2577 flush pulls and 0465 edge g 9 omng board. plates with the Architect. a u —`s-�In sa n nickel finish. Z c p � �- o - Misc.hardware: LJJ dwar by Von Morris,Baldwin or approved substitute. _ 'i 3 oor mate DIVISION 11 -EQUIPMENT a sty and finish with Architect. c VRESIDENTIAL APPOA14M z - The Owner shall purchase the appliances and have them delivered to W DIVISION 9-FINISHES the site. The General Contractor shall install them. See Appliance V Q H GYPSUM WALL D Schedule for more information. inn c - Typical walls and ceilings: % Gypsum wall board with smooth finish, - Install PVC pan with drain under the washing machine. Q a UJ E ere indicated m t e mish Schedule. Remove or cover over finish on - Install an accessible shut-off valve at the washing machine with 1 2 >- F existing ceilings, automatic shut-off to be furnished by the Owner. 0C Q n STONE MANUFACTURED CABINETS G N - Kitchen,Powder Room&Master Bath counters: Provide an allowance for - Kitchen,Pantry,Mud Room,&Bath cabinets: The Owner shall purchase granite counters with a hand finishan ease edges. the cabinets and contract for the installation with the supplier. The CERAMIC TILE General Contractor shall coordinate the cabinet measurements and the - Bath,Powder Room,&Mud Room Floor: Assume$7.50/sf for 12"x12' installation schedule with the cabinet supplier. In the Pantry,the General ceramic tie and provide an allowance or the installed cost of the ceramic Contractor shall furnish the open wall shelving. in the Mud Room,the tile floors. They shall be thinset installations using a waterproof latex Contractor shall furnish the bench with hooks and shelf above. mastic over Georgia Pacific Dens Shield tile backer board in the pattern shown in the Architectural Drawings. DIVISION 12-FURNISHINGS - Shower Walls: Assume S10/sf for ceramic tile for the shower walls in the NOT USED Bat sad provide an allowance for the installed cost. Assume there will �^ be special border pieces and an accent strip. It shall be a thinset ,,, u installation using a waterproof latex mastic over Georgia Pacific Dens DIVISION 13-SPECIAL CONSTRUCTION z Shield tile backer board with a scope similar to that shown in the p - Wall assembly: At the north wall oflen's Bedroom install Quiet Zone O Architectural Drawings. Provide a recessed shelf in each shower. tZ M o acoustica insulation between the studs. -Master Bath Shower Floor: Assume E20/sf for ceramic mosaic the and ,� o provide an allowance r the installed shower floor. Provide acopper - Plumbing chases: All plumbing chases in interior walls shall be filled with u o g erg afi�l ss insulation. Q ,cc shower pan. CENTRAL VACUUM SYSTEM O° a -Kitchen Backsplash: Assume S20/sf for a tile backsplash between the - Remove the existing central vacuum system. counter an the wa I cabinets in the Kitchen and provide an allowance for ,o the installed cost. o WOOD FLOORING DIVISION 14-CONVEYING SYSTEMS N ^' - White Oak strip.flooring: Install white oak strip flooring where indicated nW in the Finish Schedule. The flooring shall not be stained and shall have a Z satin waterbased polyurethane finish. DIVISION 15-MECHANICAL o PAINTS&COATINGS PLUMBING IPMENT - Exterior wood trim with painted finish: Benjamin Moore paint,or - Plumbing fixtures&fittings: See Plumbing Fixture Schedule for more approved equal. All wood that is notTactory primed,shall receive one in ormation. coat of Moore Fresh Start All Purpose Acrylic primer on all surfaces. All - Waste piping:i ing' All new waste lines shall be cast iron. Insulate all new primed wood shall receive two coats of MoorGard Low Lustre Latex House waste piping m floors and walls with Quiet Zone insulation by Owens Paint. Coming to reduce sound transmission. - Exterior wall shingles: No finish shall be applied. - Hot water piping: Insulate new hot water piping. Install a Grundfos Interior gypsum wal ard with painted finish-walls: Benjamin Moore om ort risees recirculation pump at the Kitchen sink and each of the paint,or approved equal. Surfaces shall receive one coat of Moore Latex bathroom sinks. Quick Dry Prime Seal and two coats of Moore Regal Aquavelvet. In Baths - Heating,ventilation,and air conditioning: Install a high-efficiency Energy use,Regal Aqua pearl for the finish coats on the walls. Star rated,gas-fired, y ro air HVAC system. The HVAC sub contractor - Interior gypsum wallboard with painted finish-ceilings: Benjamin Moore paint,or approve equal. Surfaces shall rece ve one coat of Moore Latex shall be responsible for sizing and placing the components and registers/diffusers to comfortably heat each of the living spaces. There Quick Dry Prime Seal and two coats of Moore Ceiling White-flat finish. be Kitchen and bath ceiling shall receive two coats of mildew resistant shall a zone for each of the three floors. All ducts shall be "kitchen and bath"paint. insulated anridd seal ed with duct mastic. The AC condensers shall be replaced to the vicinity of the Mud Room deck. - Interior woodwork with painted finish: Benjamin Moore paint,or - Radiant Heat: Provide an alternate price for heating the First and Second approved equal. All wood shall rece a one coat of Moore Regal AquaGrip Dots with a ydronic radiant floor system. and two coats of Moore Satin Impervo Enamel. - Thermostat: Install an Energy Star labeled programmable thermostat. - Interior woodwork with natural finish: One coat of Benjamin Moore's clear REGISTERSGMLLES&DIFFUSERS Z Acrylic Sealer and two coats of Benjamin Moore's Benwood Finishes Stays - Ceiling diffusers: Square aluminum grilles. Submit a sample for Q Clear Acryrlic Polyurethane Low Lustre finish. Apply an extra finish coat approva y t e net and Architect. Match ceiling color. 0 in the Kitchen and First Floor Hall. - Placement: Coordinate location of all registers and diffusers with the Q EXECUTION A rc uect efore installing ductwork. - Prepare the surfaces and apply the painting materials according to V manufacturer's instructions. J - Provide additional coats necessary to eliminate show through and bleed r~ U through conditions. z �. - Lightly sand finishes between coats using#00 sandpaper. W � - Finished work shall be free of runs,sags,hairs,defective brushing, Z and clogging of lines and angles. 3 N o A-9 ALIGN BAZUJ TH 2 ®�� \ Ft SJ cy ROD ROD LL \ ul N O� gg I (� DRESSING �\ �I I V \ \ \2o--/ \ \ \ ♦�Y v I � I MATT'S BR 234 \ Q ALL 205 NEW _ WOOD \ \ V NEW DECKING / WINDOW &RAILING SHELVES \ \ EXALTINGCONY ASTER BR BALCONY \ m LIGHTS? \\ / ®. ON NEW \\ WINDOW W o u NEVI GAS FIREP u O LLl — TIEINTO EXIST I \ \ / I \\ / �OHO++ �O /��— M.BATH :Cr - o O / \ 206 _ i I \ / LnLLJ V O NEW GLASS PANELS I\ /I V1 C V I \\ Q Lu a OPEN TO'BELOW �/ CABINETS ce N ELECTRICAL LEGEND :0 OUTLET $ SWITCH 2 SECOND FLOOR ELECTRICAL PLAN 0 HALF-SWITCHED OUTLET $, Two WAY SWITCH I � - - - - - - - - - - - "4' s. �� GROUND FAULT INTERRUPT OUTLET THREE WAY SWITCH $o DIMMERSWITCH J I& RANGE/DRYER OUTLET $T TIMER SWITCH WEATHERPROOF OUTLET $. SWITCH W/INDICATOR LIGHT a ®UP FLOOR OUTLET ---CIRCUIT yl ^� o- CLOCK OUTLET OFLUORESCENT UFIXTUREi FIXTURE F- o- SPECIAL.PURPOSE CONNECTION 0 SPEAKER(CEILING MOUNTED) z NEW STAIR o- WALL MOUNTED LIGHT FIXTURE EXHAUST FAN Z EXISTING DECK O RECESSED LIGHT FIXTURE ® SMOKE DETECTOR O m O PANTRY POWDER ROOM day RECESSED DIRECTIONAL LIGHT FIXTURE U O ON CEILING MOUNTED LIGHT FIXTURE- 102 003 \ 7 AND L O LIGHT COMBINATION EXHAUST FAN u O F *} l CEILING FAN e \ El BELL I CEILING FAN W/LIGHT O❑ PUSH BUTTON C1 m a �\ 9b Q THERMOSTAT D TELEPHONEJACK EXISTING Up ♦ MOTION SENSOR D CABLE JACK p ry E y`� OUTDOOR -•• TRACK LIGHTING O / \ NEW FLUSH FRAMED BEAM / / \ \ SHOWER - iQ JUNCTION BOX N ������ n \ D/ -UNDER CABINET LIGHTING .N.JA JA PLUG STRIP �y I m,'/,•xlr� LVLAeovE ! 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