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0030 MORGAN WAY - Health
30 Morgan Way A'_ j7g-.030 _ __ '`:\N �Barnstabla (v TOWN OF BARNSTABLE LOCATION .30 k4o/C a A-V W,,4✓ SEWAGE # VILLAGE Lc9&F-Sr&Aa,Ib ASSESSOR'S MAP & LOT/767=el--30 INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) E' ,�, ize) Ye-x 12�,,, NO. OF BEDROOMS- PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER � A�'r� dti1J0� 4, DATE PERMIT ISSUED: �,,Zlg g'- DATE COMPLIANCE ISSUED: 3 7.5" VARIANCE GRANTED: Yes No c� CQA ASSESSORS MAP NO: i ARCEL NO:. 0 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Dhjipoittl Wortai Tonotrnrtion rami# Application is hereby made for a Permit to Construct O or Repair ( ) an Individual Sewage Disposal y .System at• II GdT . gym ---�-"6n.... ................................................... / --......•-•-- io i-:\ddr s • o Lot N �D vC0VrW� .......... M� ----------------------------------- ------------------------------------- ------ --.....--•------- -•---•--..................... caner Addr s Installer Address --77 UType of Building /� Size Lot___`_!_/_�.`r. ...Sq. feet Dwelling— No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type T e of Building No. of ersons____________________________ Showers Q, YP g ---------------------------- P ( ) — Cafeteria ( ) a' Other fixtures _______________________________ ___ W Design Flow...............5:5_____._____...._.,_q_._gallons per person pej. day. Total dajly flow.._.........._.47."......._.._..__...gallons. „ WSeptic Tank—Liquid capacity!)0Q_gallons Lpgth_0—_- __ Width..5_-�:._ Diameter---------------- De th_..�_...g x Disposal Trench—No. -------,.......... Width..../Z._._-_-__- Total Length__---_-fl.I.... Total leaching area..4bjP.....sq. ft. 3 Seepage Pit No--------_--_------ Diameter-----------......... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (V-r Dosing tank ( ) 0 _ �Q - a Percolation Test Results Performed by.__..._..1._ _.>_._�.lf X �N�' _-_ Date________________T.,C_._..._____.__..... j Test Pit No. l..G_2.----minutes per inch Depth of Test Pit---- ----- 3.1 Depth to ground water_.-__..?V L-. Q......... fs, Test Pit No. 1. _....minutes per inch Depth of Test Pit.................... Depth to ground water......A10.......... 1 ---------------------•-•---..I.._.. ----- oSoilD- 2,s �� Sumo« 2, — - , --- - -7 S — . ..T._. Description of -------- 5 ...... GL 9rY.-- ln[E r9/� � s %6V W 2 7!✓ G F!!✓E_...J��IN ._F_1_ivE S9M .tr/��GT t U Nature of Repairs or Alterations—Answer when applicable.____._......... ............................................................................... 0 Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the and of health. Signed 4J e �---- ----------------------- -- �Z L2 `t�{ Dace Application Approved --- .. .................... ------------------------ �� `Dare Application Disapproved for the followin reason: ........................... PP g ................................... ............................ .................... . .... . .................... Permit No. Issued Issued .......... ��' c Dace I 5' Fps.Z..�..''�.-..-.:1�) THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Allpliratiun for Bivjipwial Wurkii Tunstrnr#iun Frrnti# Application is hereby made for a Permit to Construct (/X) or Repair ( ) an Individual Sewage Disposal Sys at 1 LaT /Gel 1' aOt6gV 414 .- P. -•-• ......................................................... a o i 1ddr ss �/(J�✓1�=N*) or Lot No— IV -------••-- Owner ..� .. ._. ddrsss w. r......... .......v.�_...1.�..... G..._.. : ",-•-•----^ • •--- h: `--- Installer �.� , .�1-.Nt Address Type of Building /J �� Size Lot---47,..6Sa...Sq. feet .. Dwelling— No. of Bedrooms.__......`T........................_---Expansiion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons._._............................ Showers7(--.) Cafeteria ( ) Otherfixtures ---------- ---------------------------------------------------------------------------- -----------G,/------------------- • W Design Flow................ ....................gallons per person pe/r dad. Total daily flow_:-__-_-__--_-_�J_._�___.._._..._....__gal�ons. X'V f� Septic Tank—Liquid capacity/00.galIons Length.0_'b-__ Width__S_-�.__ Diameter................ De th..$___-.g -�- Disposal Trench—No. -------/.......... Width..../_.Z__1------ Total Length....... Total leaching area..4� .....sq. ft. 3 Seepage Pit No..................... Diameter-----.------....._-_ Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (� Dosing tank ( ) _ �GV /�'7 `" Percolation Test Results Performed by..-_-----G_�_ .r_._✓�Ne 5 .... .......... Date......__..__'_.._,C........__......_.. a f--------------- Test Pit No. 1..G_.2-----minutes per inch Depth of Test Pit----1.3.�------- Depth to ground water......&©_......... 4A Test Pit No. 2..e/-_.,0....minutes per inch Depth of Test Pit---A-A._....... Depth to ground water------/✓0_......... O b ^ 2 S 7DP S L 2 5 L /3 6 Description of Soi... ... . ............. .... - T/ HT ---•------�-'" ��..--•----• GcE1n(. NF 5/1N`J 6r�VEL 7� _-'/ ..T�Eyr FiNE.s!9^ rl SiGr V Nature 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 TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the bard of health. Signed C I ----------------------- / .... qt�----------- ------�---------�-------- �---�----�---------------------".....-,•....... Dace Application Approved B< ....... �J---------- `,/- �1- -� .................. ........................ ........................................__�Zr / Dare Application Disapproved for the following reasons- ----------------- ------------------e.........------------------------------------.....------------......--------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------- Permit No. .. r7....:"..... �-- Issued .--------Z.11. ....� .. Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Gertif rate of Compliance THIS IS CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by --_--------------- '��' �- _ ...`y�.�� .. . at ... - -------------�----- ���'� .�... mil/ - --------------- has been installed in accordancewith the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. .... ....A..... 7.� n��'. dated . ► THE ISSUANCE OF THIS CERTIFICATE SHALL NOY BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY --' DATE.....-- `.. .-✓..y ...l..... :` 2.................. Inspecto-r --------------...:.------ 1�1 .....�. l -------------------------------------------------------------- ---------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ��,. -� �✓ TOWN OF BARNSTABLE �� f No........................ FEE- .............f�2� Bispoiial,Vorkii �u r r#iun rrntt# Permission is hereby granted----------.'4----�--�--�IJ--•.•----- :l�.<-a..r:��--•-------------•-------------•---------••---............. to Construct (/' or Repair ( ) an Individual Sewage Dii posal- ystem / ----- Street as shown on the application rorDisposal Works Construction�P rmit N �.;-��ated_. __..�' '����._.��.� iBoard of Health DATE........................•---._......---------------...-t- •------------••-•---- ' FORM 36508 HOBBS&WARREN.INC.,PUBLISHERS r - 60 , 2 � ��' PROPOSED ADDITION FOR THE FENUCCIO RESIDENCE 30 MORGAN WAY WEST BARNSTABLE, MA, ® SCHEDULE OF DRAWINGS TI TITLE SWEET CI ARCHITECTURAL SITE PLAN AI FIRST FLOOR PLAN/FOUNDATION PLAN A2 SECOND FLOOR PLAN A3 EXTERIOR ELEVATIONS A4 CROSS SECTIONS ARCHITECTS A5 WALL SECTIONS/DETAILS BROWN LINDQUIST FENUCCIO&RABER ARCHITECTS,INC. A6 WINDOW E DOOR SCHEDULES/DETAILS A7 INTERIOR ELEVATIONS/ 203 WILLOW STREET SUITE AVARMOUTHPORT.MA.02675 REFLECTED CEILING PLAN/DETAILS TEL(5081362-8382 FAX (508)362-2828 - _ AB FLOOR t ROOF FRAMING PLANS GENERAL CONTRACTOR ISSUED FOR LAGADINOS BUILDING&DESIGN INC. )3 THANOUL LANE COTUR,MA.02635 BUILDING PERMIT TEL.(508)428-4097 FAX (508)428-7709 APPLICATION 02/05/08 a s a� d a sr r - � STAMP: •' —___�. 5 g5'43'45�V) 122.11�__�— _ I TREE LINE - I I 1 I 1 1 � n c JJ R A I 7 CA 1 q z BJjs?�S3 ALCCi � N ?qSs I Z 3- �G. 1 Q (4 IIJ 9'Qfy Jfp _---- 1 6t I lu 9s 4 LLI Sl.SS,,J/9,pl,.n / ` C VLu �' G J JjsPy.4CP �1 /1; C,9 Q N J IeA� 1 F S I 4SS SSh 9�!.. 1 �PSJRgR�shh LLI co Q [y C Q O Q rhF Opl�y!i F�py r s J)s O v_ 'I� Cn 1 f ° 'S0°F° o'Qy 11 (FC� z F'4�jF 1 C� 4SSf hh� _ � LL U C' 1 frFq .o pRSF O O n I O LLJ Lu fn o, SsTfo Jo+yo CRgss 'Py oFp J II I _ 1 ,0 �'- 2A O opC h o( F yOLSF"?s 1 11�F91Fp J� `____F-O STONE-WALKWAY. I m I L } C TITLE: 11 e. "ss I ARCHITECTURAL 1 ° W J- -- I SITE PLAN n I qss J59h�gR °9,F oy 9RFhJfp 0 II I DATE ISSUED: LIFO "44- 02/05/08 °9 �9@0!J 1 4. 09,E B,� K4(� �-ar __ }_ � REVISIONS: O it ARCHITECTURAL SITE PL hyo +_ ` _ _ SCALE:I"=10'-O° === =c=== == EDGE OF PAVEMENT DRAWN B': BD $ NOTE: INFORMATI N THIS PLAN WAS TAKEN N FROM A SIT RVEY PLAN PREPARED BY PROJECT#: B5C GR INC. DATED SEPTEMBER 24, 2003 PROJECT NO. Y (50 WIDE PUBLIC) E DRAWING NO.: ED P ------- ------------ GE -- ---- I - C1 =7 Lm I I I M. BEDROOM - 14'xl3't LIN VAULTED CLG. w .0 m 04 mm M. BATH U � o N Z z m • ---------- Uj W.km LIN a I W Z Q F =p BATH 0-4 - DN x c m N CL. CL. L_J m W m M O F+I yOx� Q O d BEDROOM BEDROOM o 10'5'xll't 10'5'xll't = �y N ------ ---------------------------------------Ii _ aV O I o0 co 0-4 co I co�J � F FURURE DECK - I Z m cn a .a I W C F I i �® wl 0 1 cc J KITCHEN 18'x13'3 I"J I II II I II II 1_ p _ O II II � z 11 cL.l ABMs. A5OV9I (EXISTING CONITIONS) 1'y7 pI II3 I lhoM B 1CK SECOND FLOOR PLAN SCALE:I/4°-1'-O° II 15.5'x15.5't F W , O II VAULTED CW. 0 oil DN• II II DINING RM. oll 1/2 WALII II ►`- W 13'xll.5'S III 41 II O a II II a Z� p E•F DECORATIVE COLUMN'S - - �"' CL' IE+ t BEAM O z A _ = z o r� SITTING S RM. ull FOYER nl Z 13'xB. 't Q I I I E- L W _, COVERED PORCH DATE 06103103 REVISIONS � x DRAWN BY 29 DRAWING No. (EXISTING CONITIONS) FIRST FLOOR PLAN SCALE=I/4"-1'-0° w EX1 r STAMP: E ------------------------------------------------------------------------- EX DECK �� OUTLINE OF TO REMAIN - EX. DECK TO REMAIN A �l M " i O --J Mr, LT— NEW PLUMBING ( _ D T CHA5E AS REO'O A FOR WASTE E M IR Q REMOVE EX. SUPPLY LINES O I A SHOWER WOW.-PROVIDE O EX. NEW SLIDING - - J OUTSIDE DOOR REMOVE EX. TWO Z KITCHEN AWNING WINDOWS Lu PROVIDE NEW ' LL 3"3 ANDERSEN WINDOWS r --- U - y 3 r-----7 r ----1 — = 5 NEW 0, Z 1 4X6 PO54 I I D I I �6 EX. HwH I N I i Pow DER y I I U a g TO F/P TO REMAIN ---------_-- TO REMAIN-EXTEND �/ I U PER ELEVATIONS CL O I I z 0. PROVIDE NEW - TO BOILER I i7 - ® FAMILY Rf'I. --- Z GAS LINE ✓ TO REMAIN ITC—JII p? '�� s L----J L--- —J 1- OF TO FIREBOX 6 N 0=I _____ — PROVIDE ADDITIONAL r-- — rNEW 60"x20° L y N GAS LOG H. W, HEAT ZONE s x �B g i I FLUSH I q w EXISTING 6 CIRCULATION PUMP w �B II I AT STONE I wT BASEMENT TO NEW M. BEDRM. T ii ON. I I I HEARTH I I C -----------ADDITION ---------__ -- I II - C DINING LL OFFERRE EX. . AMP u CUT EX. FND. ELEC. SERVICE i I I CLG. I I 6'--0' WIDExFULI NT. UP NEW GL.II II I D FOR ACCESS TO NEW - I PANEL II I O PwSN PRAMS ABODE _ BASEMENT AREA KEEP EX. FRONT EX. WBxIB ST.BM I EXTERIOR WALL STAIR L-----J L_-----J L-----� TO A.6 POST EA.END 8 STAIR TRIM I SET T.O.W. TO Lu -------------- NOTE I 111 I I I I I EX. CELLAREA I IC I ASSURE ALIGNMENT / at SKYLT I I I I NEW 2x4-WALL SASH �J I I I ABOVE ASSEMBLY TO I of 3 1/2' CONC. AB OVER I I I OF NEW TO EXISTING i! REMOVE EX, wDW. I I ( z ALIGN w/ EXISTING I ;D 6 MIL POLY VAPOR BARRIER OVER HARDWCOD FIN. FLOORS Z Z �l PROVIDE NEW =JJ II qDD ALT. o I I ADD ALT. ul o� - I — O Lu I 2566 II I wT I p DRILL t GROUT __ —,- b°COMPACTED GRAY L I I I mD 0 FR. DR, I I m 0 2-4A DOWELS @ 12" O.0 I O f- SITTING (15 LT) a 1 VINYL W I O O BASE cwa wNDw SEAT BASE l.- TYP. I o 1- I CREEN SASH I I I 0 LLJ J I A L--3'STUDJ BDILT-IN I I I_ -- -- — ——— I 0 C z I IL-I! J I CL I M SHELVING PKT. SHELVING I f0 I ''.:.is .-'.E:. ..�j',_ _. I I Q Ly Q I I ------- --- -------- 1 0 O En i I U WALL A A U I O /�, O O III ASSEMBLY O O I I PRE-FORMED BRACKETS- I LAJ ILL U 0 I U U U BY FYPON I CONTINUOUS B°x CONTINUOUS 2xb P.T. C/� L----------- --------- I FULL HT. TO MATCH EX. SILL PLATE/SILL INSUL. C m CONC. WALL w/2-#S I w/1/2' DIA GALV. A.B. L ROOF EDGE OF - TOP R BOTTOM I @ 6'-0" O.G. MAX Z F- ABOVE EX. DRIVEWAY I CONIC. FTG. I GALV. O COVERE PORCH ILLO LLu D i g_7y,• 16-A�' AREAWELL I. w/DRA NAGS STONE W ?j 22'-0' I 20'_0" EXISTING 1 ADDITION I F=— I ® I \——————————————————————————————— LIMIT OF WORK AREA (V.I.F.) ADDITION FOUNDATION PLAN TITLE: FIRST FLOOR PLAN/ FOUNDATION PLAN FIRST FLOOR PLAN. DATE ISSUED: SCALE:I/4"=I'-O" - 02/05/OB NOTE I! ROOM FINISH SCHEDULE REVISIONS: AREA CALCULATIONS REMOVE EXISTING CLAPBOARDS- FIRST FLOOR LIVING AREA = 1,217 G.S.F. PROVIDE NEW BLUEBOARD E - WALLS CEILING SECOND FLOOR LIVING AREA = I,I99 G.S.F. PLASTER OVER EXISTING ROOM NAME, FLOOR - N S E - W MATL WAINSCOT REMARKS PLYWOOD SHEATHING S-cDATs uRETHANE TOTAL LIVING AREA - 2,416 G.S.F. EX. FAMILY RPT, - REMOVE EX. CARPET 4 EXTTO REMAIN VY BLUE BD.F UP'BLUE BD.E I BLUE BD.E Il BLUE BD,t FINISH TO MATCH EXISTING UNDERLAYMENT- PA—.MATCH AS VENEER PLASTERVENEER PLASTER VENEER PLASTER VENEER PASTER REQUIRED SITOOTH FINISN-PAINTED SMOOTH FM15N-P INTED SMOOTH FIN15H-PANlTED SMOOTH FINISN-PAIMED OAK FLOORS PROVIDE NEW 3 J" TCG AT NEW AREAS TO MATCH EX,-PANTED EXISTING FIRST FLOOR AREA 1,065 G.S.F. RED OAK . PROPOSED FIRST FLOOR ADDITION I49 G.S.F. EX. 2ND.FL. HALL 2 ',' TeG RED OAK PRE-FINISHED $ EXISTING SECOND FLOOR AREA 745 G.S.F. TO MATCH EX. 1 1/Y BLUE BD.. IQ'BLUE D.° I/3'BLUE BD.° Id'BLUE BD.E VY BLUE BD.. DRAWN BY: BD PROPOSED SECOND FLOOR ADDITION - 451 G.S.F. NEW M. BEDROOM 3 ]' TLG VENEER PLASTER VENEER PLASTER VENEER PU9TER VENEER PLASTER VENEER PLASTER 3-COATS URETHANE _ AMERICAN CHERRY SMOOTH FMISH-PwINTEO SnCOTu'N :PAINTED 5MOOT11 FINISH-PANTED SF M FINISH-PAINTED SMOOTH FINISN-PAI — FIELD FINSN_TTP• TOTAL AREA 2,416 G.S.F. I NBILE BD,. I—BLUE BD.° Il BLUE BD.l 1/ BLUE BD.E U7-BLUE BD.t PROJECT#: NEW M, CLOSET 3}° T6G V EER PLASTER VENEER PIASTER VENEER PLASTER VENEER PIASTER VENEER PLASTER S-COATS URETHANE PROJECT NO. AMERICAN CHERRY SMDvru FINISH-PAINTeD •YIMTH flN5lI-PUNTED SF�TH FINISH-wINTEO SI't W FIMSN-PAINTED SMOOTH FINISH-PAINTED FIELD FIMSN-TYP. IlY BLUE BD.. IQ•BLUE BD.E yr BLUE eD.° Na•BLUE ED.. Ill'BLUE BD.a DRAWING NO.: NEW M. BATH 3 }° TEG VENEER PLASTER VENEER PLASTER VENEER PLASTER VENEER PLASTER VENEER RASTER 'gp - AMERICAN..CHERRY EM TW FINISH-PUNTED I—.FMISH-PAINTED _.FINS PAIN E ^SI O W FINIS INTED 5I100TN FINISH-PAINTED § NEW 2ND FL.WE HALL/ 2 E TSG RED OAK UV E BLUE eD,. NEW STAIR RNL VENEER BLUE BD,t Ww g EX. STAIRWELL VENEER PLASTE0. TO MTCH EXISTING ENEER PLASTER 8E PRE-FINISHED SFLWTH FMISH_PAINreD svrlmrH FINISH-PAINTED TO MATCH EX. Al b L_C - r O O STAMP: i B B 20'_0" B 72'x36'x20° TUB Aa w/PREFINISHED I FACE PANEL V-4- D TOWEL A 3 M. BATH BAR I C EX. BEDRM. 2 TUB �3 a a oQ �(REPAINT EX.WALLS EX.WDW O B QZ - LIN. 2-COATS) EX, BATH CI OS T 1 1 O D 66"x36" VAN Z 'v 1 LL ® NEW WALL `` ;moo O I_ M. BATH THIS AREA A2 2 O O = Z © I C� __.. II ,I N EXTEND EX. FLUE LINERS O /i I HALL O ; O 3 6 CHIMNEY TO MEET U ¢a P\ I NEW RAII'G DN R c6':ss•VAN 3'-0' ABOVE ADJACENT Z= L"s �i J --- ROOF SURFACE-5EE ELEVATIONS 3 2 EX. AT L A �; i� p MED CAB. 45'x36' In (REPAINT Ex.WALL EV'T � - O U /(� f- TTYP. OF (2) TILE 2-COATS) ___ C SHOWER ra Q G,p 48 x36 p ." ON. "° w/GL. EX, STRAIR FIBERGL. p< ENCLOS. '�B HALL eu SHOWER voe ■Ea ----- (REPAINT EX,WALLS __-- _ _T__ __ ____ "g ENLARGED I"I. BATH PLAN ■e CL. 2-COAT5) CL _�,_ ____---____ LL SCALE=1/2"=I'-O" N' ON CONT. 3°14x1 }° THK. PAINTED HARDWOOD NEW M. BEDRM_ - CAP-ALIGN TO MATCH ` HALF WALL CAP I H EX. WDW }' IC TYP. 3-2zB's w/Ix TRIM O PAINTED HARDWOOD TO REMAIN 8' H. QUARTZ BACKSPLASH CAP EX. BEDRM. EX, BEDRM. _-- (3 SIDE) -- Lu -- 3 Av RELOCATED ROOF- rT11D - Z W EX. 5KYLIG14 BEL O Lu 1 }° TUB FLANGE L LJ Q Lu A 20° H. TUB DECK A.F.F. 0Q C QNEW F--' ' I ROOF BELOW O O C Z DUR-ROCK CEMENT BOARD O = G G� I II (i PAWTED G.W.B. O Lu 0 (� -------- ----------------— 2.4 FIN15HED WALL LuEQUAL EQUAL LV 20'-0' ADDITION I WALL DETAIL AT TUB SCALEd 1/2"=I'-0" i BUILT DOWN 12' SECOND FLOOR PLAN 3}° STRATFORD CASING WOOD SOFFIT 5CALE:1/4°=I'-0" ATCW EX. RECESSED SHOWER LT. TITLE: WALL MTD. SECOND FLOOR FIXTURE Yoq 27 PLAN CONT. 3°Wz1 " THK, F -- l ( l 20°x23' RECESSED PAINTED HARDWOOD I FRAMED SHOWER I I MED. CAB.- B B DOOR w/TOWEL / \ I /��\ I CAPTO MATCH VANITY _ _ D I . PROVIDE BY OWNER/ BAR I I 1 1 I� �I I 1 II I II II G.C. INSTALLED I I I1 11 I\ 11 I ./-I 10 THK. NATURAL Az I KONLER DATE ISSUED: ^� 1 "CANCUN" L J L J QUARTZ COUNTERTOP 02/05/08 K-1597 SHOWER. o _ = w/3" N. BACK5PLASW NATURAL QUARTZ I (48'x36°x76 }") O TO MATCH REVISIONS: BACKSPLASH _ ' ro I PAINTED WOOD - AT 3 SIDES I O m BASE CABINET 0' H. TO MATCH VANITY COUNTERTOP '"xB' 50, EDGE POPLAR 27' SB 27° SB BASE w/ 'MARIP �°QTR. ROUND SHOE 2 DRAWN BY: MARIPOSA' TUB O (72°x36°z20°) O -PAINTED 08 BD s MASTER BATH PROJECT#: PROJECT NO. 5CALE:1/2°=1'-0" r DRAWING NO.: A2 L r STAMP: .. - EXTEND CHIMNEY AS REQUIRED NEW SECOND FLOOR ADDITION REMOVE t REINSTALL C A B EX. CHIMNEY CAP AI 4 A4 I I III II I O O M in ASPHALT HINLES 12 (TO MATCH EX.) EXTEND EX. BRICK ON TRIFLEX 30 12� CHIMNEY 1.4 SUB FRIEZE CRICKET w/ FULL COVERAGE w m ICE t WATER5HIELD ML 5.3 ALUM. GUTTERS ¢� TYP. BOXOUT RAKE ASPHALT SHINGLES t DOWNSPOUTS TO Q (TO HATCH EXISTING) (TO HATCH EX.) PLA5HBLOCK5 TO cddf m ON TRIPLEX �R COPPER FLASHING ON TOP PL. 0 a TOP PL. 2.2 PVC HEAD CAP EXISTING ROOF L.C. COPPER. EAVE TO BE REMOVED U LL ® RETURN-TYP. D Z Ix4 CASING-TYP. LL 6 o ALL CLAPBOARD 510ING �, ALL CLAPBOARD SIDING ? U PRE-PRIMED t PAINTED m PRE-PRIMED t PAINTED Z A A (TO MATCH EXISTING) (TO MATCH EXISTING) ON TYVEK HOUSE WRAP ON TYVEK HOUSE WRAP EX. —SEE A p - ---------- ---------- - PROVIDE FELT PAPER ?U C SPLICES AT ALL LEAD COATED 2ND FL. SUBFL. EDGE JOINTS 2ND FL. SUBFL. COPPER FLASHING _ g AT CHIMNEY-TYP. LEAD COATED TOP PL. EA. SIDE TOP PL. --------------- COPPER FLASHING m ------ � DECORATIVE BRACKETS �E�BY FYPON D �cd OUTSIDE �B 6 ILI 6 \ul SHOWER 100 PVC CORNER BD. \f ® A PAINTED _- A q 2.2 PVC SUB SILL r(TAL TRIn TYP. O HATCH EXISTING) IST FL. SUBFL. IST FL. SUBFL. W DECORATIVE U BRACKETS 8'-O' t Q B7 FYPON ADDITION COPPER FLASHING ON z z CC EXISTING ADDITION 2X2 PVC HEAD GAP-TYP. O Q G Lu FRONT ELEVATION-PROPOSED RIGHT SIDE ELEVATION-PROPOSED p LNu SCALE:1/4"=1'-O" SCALE:I/4°=1'-O" Q � z O C/) B A ICE t WATER5IJIELD � O / \ O t A.I ALL VALLEYS O = m EAVES IB' EA. WAY - ASPHALT SHINGLES O O uj (TO MATCH E30 W ON TRI-FLEX ALL TRIM (TO MATCH EXISTING) TYP. BOXOUT RAK (TO MATCH EXISTING) TOP PL EX'2.10'a RAFTER-5 - ®16'O.C. _____________ TITLE: 1.10 PVC CORNER BDS. ® ® ALL SIDING - EX.TOP PL. ;a (TOON YVEK MATCH HEX15OUSE WRAP B B 1X1D FLDSH ELEVATIONS CORNER BD 0 -yy in 2ND FL. SUBFL. S _ EX. FAMILY RM, - TOP PL. _________________ ————'——— . REMOVE EX. CLAPBOARDS DATE ISSUED: PROVIDE NEW ICE t WATER5HIELD, 02/05/08 PVC TRIM CAP t LEAD FLASHING-TYP. REVISIONS: EX. IST FL. j j O 6 3-WINDOWS t I DOOR 01 EX.2.I0b 0 IY O,C. EX.DECK - - EX. RAILING t DECK TO R EX- BASEMENT. EMAIN IST FL. SUBFL. DRAWN BY: BD - PROJECT#: PROJECT NO. DRAWING NO.: EXISTING CROSS SECTION TNRU FAMILY Rrl. SCALE:1/4"=I'-0" - REAR ELEVATION-PROPOSED A3 c,g L s= STAMP: r TYPICAL ROOF lONSTR ASPHALT SHINGLES ON ° ' I CON'T SHINGLED I As 2.12 RIDGE BD. SIM 5 PSON W2 CLIPS @ 16'UO.C. I III II II II II II II II II I II II II II II II II 1x (R 30)EFIBERGLASS BATT AS I III II II II II II II II II II II 1 �I �I of .01 UI 1.5 @ 32' O.C. KRAFT FACED INSUL. I I III II it II II II II it II II II it II II II II II I I� Typir_AL ROOF CON ¢ III II II 11 II II II II it II II II II ATTIC II it II III 11. B AS SHINGLES ON TION I I _ EXISTING ROOF TRI-FLEX 30 ON I 111 II II II II II II II II II 11 11 II II II II II ALUM.GUTTERS ON TO BE aEnoveo 5/B' COX PLYWD. I III II II II II it II II SHELF II II II II II II II Ix FkSCIA BD5 1 2v10 @ 16' O.C. PROP-A-VENT BAFFLE Air III II II it II II/ II�VI /II II II II II II II (Td MATCH EX.) TOP PL SLOPED CLG.S I I 11 TOP PL. I - 2.10 RAFTERS @ 16' TYPICAL WALL CONSTRUCTION SIMPSON H2.5 CLIPS @ Id' O.C. I `� 3 4 W (R-30 FIBERGLASS BATT I RED CEDAR CLAPBOARDS ) M. BE DROOn �\ Ac ( SOFFIT / / I / / \ \ PRIMED t PAINTED KRAFT FACED WSUL. I (TYP. 2nd FLOOR CONSTRUCTION LU .. (TO MATCH EX.) ---!!! / / \ WASTER m II ItX15TIN TTVEK WOU5EWRAP I I O w/ GON'T VINYL SOFFIT / \ GLQ)E` Z o 3/4' T6G PLYWD SUBFLOOR m q 77 $TAIR$, NEW \ I/2" COX PLYWOOD I (GLUED t NAILED OVER M. BATH VEN HALL \ m 2x6 STUDS @ 16' O.C. I a c I 12 I / \ \ 2x10's @ 12" O.C. BETWEEN FLOORS 5 1/2' RI9 UNFACED FIBERGLASS I I x 3 STRAPPING AT 16° O.C. I uL c I B X / \ \ BATT INSULATION ./V.B. 11/2" 1LUEBOARD WITH SKIMCOAT O 1/2' BLUE BOARD w/ VEN. I I PLASTER - SMOOTH 'J g I //I _ ___ \\\ SlR1Bp RED 7ND FL. PLASTER (SMOOTH) I -- PROPOSED 7ND FL U 1 WALL / TT EX.TOP PL. — --- EX.TOP PL. TYP 2nd FLOOR CONSTRUCTION i W A I [ I 3/4" T4G PLTWD SUBFLOOR GLUED t NAILED OVER Y I 1 200`a @ 12' O.C. I I x 3 STRAPPING AT 16'O.C. i i / POWDER m I/2' BLUEBOARD WITH SKIMCOAT A6 O y' m I B� PLASTER - SMOOTH I I w RAn OPEN T Z I I WALL �' I I wSxle sT,Bn. U a 5 I I ( I TO 4.6 POST EA. END Z _ I L7 I I EXPANDED 2 FAMILY RM. O U t: Q <J TYP IST FLOOR CONSTRUCTION I 1 REMOVE EX.CARPET Ly m Q TYP IST FLOOR CONSTRUCTION I I Z I I Ex.IST FL. X a 3/4° T t G PLTWD SUBFLOOR EX.IST FL. zm 3/4° T t G PL7wD SUBFLOOR I I I IX.IST FL. GLUED t NAILED OVER w� IX.1ST FL.SUBFL GLUED, NAILED OVER I - �E� 2v10's @ 16' O.G. I '0E1 ' 2x 10's @ 12' O.C. IX.DECK 6' (RI9) FIBERGLASS BATT I 6" (RI9) FIBERGLASS BATT 1 I EX,N10's 0 12'O.C. INSULATION Z I I _ IX.DECK INSULATION _ - I NEW FULL I EX.BASEMENT I (NEW FULL FY BASEMENT N I BASEMENT I FOUNDATION: I (BASEMENT FOUNDATION x I I BITUMINOUS DAMPPROOFING ON B° I R�MOVE EX.RIM - BITUMINOUS DAMPPROOFING ON 0°w NSW JOISRLAP CONC. FOUNDATION WALL 2 I I w/2 U FOUNDATION WALL NEEw Jp15T5 1 w/2 r!5 T t B IX.FND WALL w/2 V5 T! B r I I ON 20'v10° DEEP KEYED CONC, I ON 20°vl0" DEEP KEYED CONC. = I 1 FOOTING FOOTING I I LLJ I ILTBASEnENT FLOOR: I 5'_O° I EX. Ib' WIDE SECTION BASEMENT FLOOR, I I 8'-O' EX. W WIDE SECTION 3 I/2°CONC. SLAB OVER 3 1/2' CONC. SLAB OVER 6 MIL POLY VAPOR BARRIER ON NEW HALLWAY 6 nIL POLY VAPOR BARRIER ON ____——'NEW ADDITION O Lu > 6°COMPACTED GRAVEL I CONNECTION 6" COMPACTED GRAVEL B CROSS SECTION v� � J A4 5CALE:1/4"=1'-O" - UJ A CROSS SECTION p C z A4 SCALE:(/4"=I'-0" B Q Lv Q F•— A, o O � C�- `n TYPICAL ROOF CONSTRUCTION CON'T SHINGLED L1J LL O = z CON'T SHINGLED RIDGE CAP ASPHALT SHINGLES ON - RIDGE CAP PLO U O TRI-FLEX 30 ON EXISTING PROPOSED ADDITION 2x12 RIDGE BD, EXISTING PROPOSED ADDITION 2x12 RIDGE BO. m Sib' -A- PLTWD. ' PROP-A-VENT BAFFLE AT - O L.j-j O N SLOPED CLG.5 2.6 @ 16'O.C. 2.10 RAFTERS @ 16' O.C. w/ TYPICAL ROOF IL Cy') Lu SIMPSON H2.5 CLIPS @ 16'O.C. a. LJj 3: 11 II 9' (R-30) FIBERGLASS BATT _ CONSTRUCTION- L. KRAFT FACED IN5UL II II II II II II 11 J1 12 II II II II II II II J1 12 QI QI 01 III 12 NOTE: ALL INSULATION SHALL BE 01 0 III �I pl Iz8 @ 16' O.C. 12 II II II II II II 2-21 BEAM 5 FORMALOHYDE-FREE BATT II II II II II I II EA. END OF As INSULATION BY JOHN'S MANVILLE - I II II, 2xB @ 16' O.C. II II II II. RAFTERS TOP PL yyyyyyyyY TOP PL. TYP( A WA ONSTR I TION 2-11 a' LVL \ BOT OF NDR RED CEDAR CLAPBOARDS BOY.OF MDR. 2 w/I" PLTWD PRIMED.t PAINTED 3 BETWEEN TTVEK HOUSEWRAP AS NEW TITLE: W' /4x6 POST AT 2x6 EXTERIOR NEWEL POSTS EA. END TO O 1/2' COX PLYWOOD t BALUSTER5 FND. m 2x6 STUDS @ 16' O.C. WALL ASSEMBLY °O TO MATCH Ex_ m 5 1/2° RI9 UNFACED FIBERGLASS o � M. BATH m O WA M. BEDROOM y BATT INSULATION w/G MIL ' m EX BATH �t VAPOR BARRIER 0 EX- BATH EX. BEDROOM T7P. 2nd FLOOR TYPICAL WALL CROSS 1/2" BLUE BOARD /VEN. C-NSTR I TION CONSTRUCTION PROPOSED 2 D FL. PLASTER (SMOOTH) PROPOSED 2ND FL. SECTIONS EX.1ND FL. Jill 1111 EX.TOP PL. EX.TOP P TYP 2nd FLOOR CONSTRUCTION EX.2ND FL. EX.TOP PL. 3/4" TIC PLYWD SUBFLOOR EX.TOP 21- N INT. GLUED t NAILED OVER FIX ASN I 2x10'S @ 12' O.C. FURR DOWN w RI9 INSULATION CEILING in I x 3 STRAPPING AT 16"O.C. EXTERIOR m DATE ISSUED: I/2" BSTRAPI IN WITH SKIMCOAT HA I-^EX.WALL IN WALL ASSEMBLY '0 PLASTER - SMOOTH O FOREGROUND 6 OZ/OS/OB EX. DINING EXPANDED KITCHEN II EXPANDED REVISIONS: m FAMILY RM. EX,2x4 EXTERIOR t FAMILY RM- WALL A55EMBLY _F II EX. 1ST FL. EX.IST FL. IX.1ST FL. —f� � E%.IST FL. E%_IST FL. � EX.BASEMENT EX.BASEMENT - EXISTING FOUNDATION WALL EX.BASEMENT EXISTING EX.BASEMENT FOUNDATION) WALL DRAWN BY: BD e f PROJECT#: PROJECT NO. 5 J DRAWING NO.: A4 II, C CROSS SECTION D CROSS SECTION 5CALE:1/4"=I'-0' eg Ls5 r STAMP: TYPICAL ROOF CONSTRUCTION n ASPHALT SHINGLES ON / TRI-FLEX 30 ON TOP PL. 104 - 5/5" COX PLYWD. 2.10 RAFTERS @ 16' O.C. w/ ALUM, GUTTERS ON 2.8 WIND SIMPSON H2.5 CLIPS @ 16' O.C. Ix FASCIA BDS BLOCK 9' (R-30) FIBERGLASS BATT (TO MATCH EX.) KRAFT FACED INSUL. - BOT OF HDR. Ix SOFFIT / _ EX. 2x10 I�Ai TIERS (TO MATCH EX.) / CON'T VINYL SOFFIT VENT TYPI A WA CONSTRUCTION R.C. CLAPBDS. PRIMED 6 PTD. 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T.O.W. - 3-2x8 BEAM TITLE; SPRAY FOAM AT EA. END OF II ALL RIM JST. `�� RAFTERS ��-• LOCATIONS SEE DETAIL 4/ 5 -"-1 i 1=1 1=I 1=1 11=1 1=i _II I 1= SIMPSON50N HCLIPS 5 ROOF CONSTRUCTIO N I__ TASYPPH SHINGLES ON WALL TRI-FLEX 30 ON CT� S _ — SE I N III—I I —i 1— _ — 5/8 COX PLYWD. _III —I III—III= PROP-A-VENT BAFFLE AT SLOPED CLG.S —III - 2x10 RAFTERS @ I6" O.C. 9' (R-30) o FIBERGLASS BATT KRAFT FACED IN5UL. FOUNDATION: FOUNDATION: BITUMINOUS DAMPPRCOFING ON 8° - BITUMINOUS DAMPPROOFING ON 8° 5•y / GALV. DRIP EDGE DATE ISSUED: G CONC. FOUNDATION WALL _ CONC. FOUNDATION WALL w/2 as T 8 8 w/2 tts T a B 02/05/OB ON 20"x10" DEEP KEYED CONC. ON 20"x10° DEEP KEYED CONC. 2.15 WIND BLOCK REVISIONS: FOOTING - FOOTING - - ALUM. GUTTERS ON Ix FASCIA BIDS (TO MATCH EX.) .,4 I" RIGID IN5UL Ix PVC SOFFIT gea MEND AT HEADER (TO MATCH EX.) BASEMENT FLOOR: . - - w/CON'T VINYL SOFFIT VENT 3 I/2"CONC. SLAB OVER 3 I/2° CONC. 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SEE ELEVATIONS FOR GRILLE PATTERNS. I I I (BY OWNER'. E.C.) 3. GRILLES TO BE APPLIED BOTH SIDES w/ SPACER BAR PLACED BETWEEN GLASS. I tCL COFFERED CEILING PANELS MTD. I I I FIXTG.URE I I L '�� L----J -----J L-----J �E=;q I II II I VEN. PLASTER (SMOOTH) EXTERIOR DOOR SCHEDULE LL zJJ II I I I I I " DOOR SIZE I I I NUMBER Manufacturer Model NOTES I I I I I WIDTH HEIGHT I I I I I _ LU 01 ANDERSEN FWG6068, 6'-W 6'-8" L----J L-----J L-----� O6 ANDERSEN FWH2968 2'-8' 6'-8" -- SOFFIT ABOVE BUILT-IN `� A NATURAL CHERRY-2 SHELVING UNIT-SEE Z Z �l 07 ROGUE VALLEY 4661-VA (IG) 3'-O° 6'-8" COATS HIGH GLO55 DETAILS 6 INT. ELEV. O WQ `}C VARNISH Q LNL.I 3/ J Q c Q c INTERIOR DOOR SCHEDULE REFLECTED CEDING PLAN AT FAf IILY RI I. LU O (U) N DOOR SIZE O Z 5 m NUMBER Manufacturer Model NOTES d WIDTH HEIGHT _ O U3 O E j 02 15 LT. -- 2'-8' 6'-8' -- LU 03 4 PANEL MASONITE S.C. (SMOOTH) -- 2'-6' 6'-8' -- w 04 __ __ 2_6• 6_8• __ - (- 05 4 PANEL MA50NITE S.C. (SMOOTH) -- 2'-6' TITLE: FIN. CLG. - �" BIR H VENEER PLYWOOD w/BUL�N�SE-PAINTED WINDOW& DOOR FIN. CLG. FORESTER F409 3"x;' MOULDING 3-2x8 SCHEDULES/ PAINTED Ix AMERICAN 3 1/° STRRRRATFORD CASING REFLECTED Ix6 POPLAR-PTD. CHERRY- TO n�T¢H EXISTING 1.6 POPLAR-PTD. MATCH TO I oil CEILING PLAN FLOORING &DETAILS FORESTER F409 MOULDING PAINTED DATE ISSUED: ROUTED EDGE 02/05/08 REVISIONS: TYP. CEILING PANEL DETAIL IN FAMILY RrI. 2 WALL EDGE DET. AT CEILING 3 TYP. CEILING BEAN DETAIL IN M. BEDROOM A6 5GA1_E:3"=1'-0" A6 SCALE:3"=1'-0" Ab SCALE:3'=I'-0" r4-\rl. BEDROOI"I SHELF DETAIL A6 SCALE:I 1/2""=I'-O" a DRAWN BY: BD s " - PROJECT#: PROJECT NO. DRAWING NO.: �E �g A6 L STAMP: A I I I ROSETTE I I I II 3 J" STRATFORD CA51NG TO MATCH EXISTING D D I EX. WALL TO BE _ REMOVED I �m I I € ULL " I w s I I LL e �Z 0 O O REMOVE.EX. FIREPLACE z'- �U a MANTLE Z s NEW 60".20STONE STONE O U C, ' FLUSH HEARTH cm< 9 �E� 2 CONT. CLG. TRIM - ul TWO- 34° THK. BIRCH ❑ HALL VENEER PLYWOOD PANELS w/ }° POPLAR W EDGE, PTD.I TTP. EX. MAPLE CAP U DEEP x E" a O A Q ADJUSTABLE SHELVES (PAINTED) Q O w J O FIXED SASH Q = z JOE0 O O ILD LO wLLU cZ � 771 N0 O 5 :2 m v 0 LL o� w 30° H.x20° DEEP _ OFIXED WINDOW SEAT BASE CABINET O w 3 4 � FAI I I LY ROOI I CONT. CLG. TRIM TITLE: TWO - THK. BIRCH VENEER PLYWOOD PANEEDGE, PTD.- I Y POPLAR INTERIOR ELEVATIONS 12' DEEP x 5° ADJUSTABLE SHELVES DATE ISSUED: 0210sroe REVISIONS: 30' H.x20' DE BASE CABINET a - DRAWN BY: BD s - - PROJECT#:cl PROJECT NO. r DRAWING NO.: A7SA ILY ROOYI BUILT-INS L STAMP: A A B Al a4 A4 2x10's9 1O.C. ' PROVIDE SOLID I I I I BLOCK AT Ill D SPAN M A! W I I I I I I 1 1 1 1 I I I I IIIIIIIIIIIIIIIII 5 N I Oz f1 ma cj �. IIIIIIII• IIIIIIIi � Z W C W IIIIIIIIIIIIIIIII Aa m Z III II II II II II iI lI I lII II IIi Il l Il^CON T. RlnJOIST E=45 FLV n T 5T.BREMOVE EX. RIP O JST.-OVERLAP TO 4.6 POST EA.END I NEW JOISTS OVER EX. SILL COT. 2r10 LL_ _ _J�_I _I—1—I_ UNTILEVER JOISTS N 24'DEEP EVERT 24' RIM JOIST 2x10'S @ 12' O.C. W U Q O Lu o Q � 2x10's @ 12' O.C. EXISTING ADDITION - ~ Lu Fn w aI F125T FLOOR FRAMING PLAN SECOND FL002 FRAMING PLAN Q O ------------1� B SCALE:I/41�_,I_O�I Q O z I Ij V) () O I I A C O z G In I; LAY-ON ROOF II O W (j 2.5 @ 16'O.C. 11 ILL � LLJ l I _ Lu 2-1 J"xil a' LVL I II BELOW I POST j' I EA.. ENE)TO - - EXISTING FND. �- ROOF I II I II E -I--{--- - ------- - - TITLE: 12x !U�R _B yy F�i 1Y--YI ill I I _ -- v FLOOR&ROOF I1 ( I ,-- -.------- FRAMING PLANS 2=6 VALLEY I; LEDGER BD. , _---- _---_ LAID FLAT-TTP. - 1 DATE ISSUED: II 1I ------ ------—{— 02/05/08----- REVISIONS: II II-------------- -------------JI -------- ---------- -------- DRAWN SY: 9D ROOF FRAMING PLAN ii PROJECT#: PROJECT NO. SCALE:1/4"=I'-0" I 2-200 BEAM BELOW „ I SUPORTED BY - I I CANPTILEVERED DRAWING NO.: II FLOOR J5T5. II II @ 24" O.C. 3 II II 2.5 @ I6° O.C. A8 —------------------------— EXISTING PORCH ROOF :s L-_