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HomeMy WebLinkAbout0007 TIFFANY ROSE LANE - Health 7 Tiffany Rose Lane Marstons Mills A= 031-004-013 J \ r (S-7L b-6—L S No....jD.—_J1;Jh Fnim................. ........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ------------r6UJA)___0F.....-6AZ-A)-anf ----------------...... Appliration for Dispaiial Work Ganstrurtion Famit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System ap A . ......... ..T ....................................... 'on-Addro or Lot No . ...... ;CX...................... .... caner..N: 1)1.6�5........DKI& L4............................ ...... ....................................................................... Installer Address Type of Building 6 Size Lolt 1_25..Sq. feet .W ------1.- U e Dwelling—No. of Bedrooms____.__ Attic ) Garbage Grinder Other—Type of Building ........................... No. of persons............................ Showers Cafeteria Otherfixtures -------------------.................................................................................................................................. Design Flow...........5'5........................gallons per person per day. Total daily flow..____.._.__._ _'36___________.______._gallons. 1:4 Septic Tank—Liquid capacity.../&W.gallons Length________________ Width.___________._._ Diameter________________ Depth................ Disposal Trench—No_.................... Width___._.___.._.__._.__ Total Length______.__._.---_____ Total leaching area--------------------sq. f t. Seepage Pit No..................... Diameter__-______________.__ Depth below inlet-_..._._---....._._. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosin nk ( ) Percolation Test Results Performed bylet-Pq... ........./0/i/ ........... Test Pit No. I... ..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.________._________.__.. Ix7---------/--------- --------------­--------------------------**--------------------­­ _r6 —------- ............................................................................. 0 Description of Soil....... ........... _f:--:...... `5 --------------------- ......... )I...... ............................................................................ ------------------------------------ 4.........a (Y 2&t-)Z 0/Y.L.--�4 A ............................................................I.................... U 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 TLI-ITH-2, 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health Signed__ -- ----_ ------------------- .... Date .� ApplicationApproved By------ ------- ------- ------------ .. .. --------- -......_-...-...--------- .... • Application Disapproved for the following Uresons:...........................................................................................Date.-.............. ......................................................................................................................................................................................................... Date PermitNo......................................................... Issued....................................................... Date 4:- I - Vt� No... ...... Finc............ ............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...-rr:.-.-.--. OF.....- .t.. ..:........... ............................ Appliration for Disposal Works/Tonstrurtion rnmit Application is hereby made for a Permit to Construct ( �)or Repair ( ) an Individual Sewage Disposal System at R ; t `.f..�J....................................... Location Address .-, or Lot No ri d ';} r•k}'� j f!j a i b r' Pwner Address Installer Address p .- Q Type of Building , Size Lot------� j��_7jSq. feet Dwelling—No. of Bedrooms________ 5______________________________Expansion Attic (���) Garbage Grinder 1, e ) 'k Other—T e of Building _____________ No. of persons............................. Showers — Cafeteria Q ----Pk Other fixtures -------- ........................................................... ---------------------•------------••---------------- ----•-------••- W Design Flow........... __ _.........................gallons per person per day. Total daily flow.............. .................gallons. WSeptic Tank—Liquid capacity__.'j_f. .gallons Length________________ Width................ Diameter................ Depth................ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosln tank ( ) V, Percolation Test ResultsPerformed by _+'�"._ _ .°l?%� t;� .<- `-. Test Pit No. 1...:_ ^ rs_f: ate......... �............ W _.__..minutes per inch Depth of Test Pit _____________________ Depth to ground water_-_ _-___________-. _. _--. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ r ✓ f•--------- ......... ....• - Description of Soil.. tr W l) -��- 'L `...... �; _ I , �,, �; _rtJ - - - - .. = -x5- ••- -- ---------------------------- - VNature of Repairs or Alterations—Answer when applicable.---________________________________________..................._................................ --------------------------------------------------------------------------------------------•-----------••----------------------------------•--•-----------------------•----------------•••-----•--••-•- Agreement: The undersigned agrees to install the aforedescriged Individual Sewage Disposal System in accordance with the provisions of TTT y g g p y 5 of the State Sanitary Code— The undersigned further agrees not to face the system in operation until a Certificate of Compliance has been issued by the board of health,, 4� y P _ Date Application Approved By.......... - tL:-(d �!1�_.` -----•-•------------------ . -- i'`'' !�j Date Application Disapproved Disapproved for th'e`"f ollowin' r sons_.............1:�:-______.._.._______.__.____________________..____________________________._______-_....._.._ *',X,. ,... ,f x Date PermitNo..................................................•-- 1 Issued....................................................... Date 3 THE�COMMONWEALTH OF MASSACHUSETTS e BOARD OF HEALTH .....:!. G' rr�...... ...OF........... .!:•�....:.� ... s": ................... Trrtif iratr of Tontplionrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (V) or Repaired ( } by.......... :' ':.'_--== =':%..:?.`._::�._<=-•-...--•--•..__.....•.•--•-••--•--- - f , Installer � at .................r . = == '-i�-____---��V•.-a.�........ `fi��1 1----- l ---•----------- has been installed in accordance with the provisions of TT TIE E j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No---------- ..�_-__I... ..___._ dated___- ��-_ _�?� -•- -------•------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE... r Inspector.... --------------•------- _ '2 00 0 o THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH fi ! I � ...........a ..L:tf.:............OF..... :a J?�.: ;, _. NO: ...... .......... FEE.�.:1..:.._........... Disposal Ends 031nstradion funtit Permission Its hereby granted•••• =� =-•••• } ; 'r=, ' � to ��Constructt (•fit ) or Repair ( ) an Individual Sewage Disposal fSystem_f at1Vr�._'te:y2f7'__' '_.�l __ C__t k a raw 4l .............................. Street• Street e(77 JJ as shown on the application for Disposal Works Construction Permit No.__5a�.... �� d of Health DATE..... •--••--•�•••—• ...................... FORM 12 HOBBS & WARREN, INC.. PUBLISHERS 6 4 G r • jA S,F• : 30 ,off xs 87�5 vow ySN QAL. ..Ns - . N serv�nc + _. � ro q 'P 32 .5 1og:N Q qs- let + t i L o T N �- LEGEND 4 - EXISTING SPOT ELEVATION 0� PROPOSED SPOT ELEVATION EXISTING CONTOUR ---0--- P�'jHOFMgs PROPOSED CONTOUR----0 zs'`` s90 `�� Of �o PA U NOTE: THE LOCATION OF ANY UNDERGROUND A. o IN s SEWERAGE,WELLS, OR OTHER UTILITIES SHOWN ON 0LEVY � �. THIS PLAN IS APPROXIMATE ONLY AS DETERMINED " L FROM RECORDS AND/OR VERBAL INFORMATION. A � o.iooso�o�Q o.31341 Q THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF THE EXISTING LOCATIONS IN F s/ N t� . e,rs�'PEC�STE�t why THE FIELD. °Hai LA�o 1 NI A _MygYOR LEVY Ek EL®REDGE ASSOCIATES,INC. CLIENTedaw,PROP SEA PLOT PLAN" ,. ENGINEERS — LANDSCAPE ARCHITECTS J08 NQ,�4 2 `" PLANNERS — LAND SURVEYORS , '�f��I/y ,�'atIC4,4W a:DR. BY IN 889 WEST MAIN STREET,: CHKD•BY, BA ,s l.481 ' /�14 CENTERVILLE, MA. 02632 SHEET,LOF2 SCALE= DATE d IIIl1{.i�w■ ... :. fi /Y07"E /F E/'7'NER THE SEPT/C TAN/C OR 20 FT. M//V. �E/4CN/NG P/T ARE MORE THAN /2"QELOrN ' " - /P7 /i?/Af 4'Diq 24'O/AME7-.ER CONCR.FTF COPwe-il ScNEouLE 40 SNALL B.E BRDUCaNT TO GRADE.�AN EXTRA j'' - �09,s CONCRZE M N.•P/TCN h'EAYY CA ST/RO/Y Go DER Sh�ALL BE USED42- 'y COVERS P 1 F'/N OR/✓A=JVA Y CONCRETE _ c3 AOE CO YER CLEAN .SANAO BACXF/LL L/Ql//O LEVEL .�jllED(JLFs� Z*LAYER :: 11tG A Pk r o i '°a OF ti MIIV P/TCM lid GAL.., • f • . • • • • • s •• WASHEO SMNE' +SfR0PEw/'7; SEPT/C TAN�C D/sT. a + • • , . • • • • • • a • • BOX o f � � ♦ r ° f• o .rr • se � � » �` ,° r • • • E N:r� • ` eo o WASHED STONFr 5 p/� CL C ^� � o • • • t f e•11 Doe so CPA i a. d • • e • e • • • • p ,�p PRECA5TSEEPAar f s o'. ► • r • • . • • • e o P/70� T P. 1/6Il/�'/�'`T EL��s�TloNs Pi 1 - .S �� o a .� • 9'y. /A/ T AT SL/lLDING /Ov 8 F7. - ��O fm D/AM. Y.ER E�ULA-rioN l v4zr S�'PT1c TANK /oS,¢O FT, O/r4M. �I CCU d'1J74Z7—SEPT/C 734 NHO S, 00 FT. /N.CET D/STRI13!/T/DN BOX/O�•4 O P7 SECT/ON OF GROUND WATER 7ABI-E 0072ETD/5TR/011T/ON BOX/®4,ZO FT JW ET LEACRIlVa /=-/T /D.A 8o FT, SE�/AGE O/SI�4SA L SYSTEM 7A4ff4**Ls4TlDN LEACH11VG O/T SCALE : %s" .a /=O� DIMENS/ON A S ' FT. DRS/GN CRITERIA 2 D/M.EN.S/oN $ FT. NUM6ER OF®EOROOMS J D/HENS/ON C —FT. �;iaROAGE-p/sPo AL t/iV/r �' SO//— LOG SOSL TEST TOTi4L ESY/MG�i't'ED FCOH/ 35-6 0.41-.1DAY SO/L TEST 0/ SO/L TEST*,P NUMBER OF LFACHINT P/TS_4_ f`E'LEY.IOC• 3 -E,CA•Y, PATE OF SO1L TEST Fab S/DE LC`ACH1N6 PEI?P/T SQ. RT• M C� 0'-zi �S�G. RESl1LTS 1•�//TNESSED BY BOTYOMLEACH/IVG pt-R PIT if Sq. FT. �V iL° PeACO.LAT/ON AA7-af#/ M/Nl/INCH TOTAL LEACH/NG AREA SQ. FT. _.f F/N� PERCOLAT/ON R.e?rE 2 M/M.�INCH RESFRV4E LEACHI NCr AREA SQ. FT. ,�/�T Y S 94A1D . A U L tip. Sf}/VO w ! �7y { ►�I��f V ��C �N A. rni U L' EVY A No.10050 O LEVY & ELDREDGE ASSOCIATES. INC. EL-• ITS $ 889 WEST MAIN STREET CENTERVILLE,MASSACHUSETTS 02632 FS f0 L� GRovnid Y{�,4TER ENCOUNTERED • CL/ENT: �N1� DATE: Z.l g'7 G/?O U/YD WATER' ATE -,ff �/OB NO. l d SHEET 2 OF.2 ARCHITECT: -- .SCHEDULE OF DRAWINGS- GIAMPIETRO ARCHITECTS T1 .TITLE SHEET 220 Main Street TEL 508 540 7400 AB1 E Falmouth,MA 02540 FAX 508 540 0220 N^ LII NS &.� FpVIB ti r Al ELEVATIONS . tta �uJ A2 FLO-OR, PLANS, DETAILS &1'WINDOW..SCHEDULE; /I:. . ' ; A3 FRAMING PLANS, SECTIONS e DETAILS DIM A4DETAILS 2 h> ID / I p , C r i -30 Z GO � zw w� HE GRIEF N RESIDENCE 0� 5 30 TIFFANY ROSE LANE . A . o MARSTONS MILLS, MA.MIIL DO NOT ALL DRAWINGS AND WRITTEN MATERIAL ARE THE.SOLE .. . PROPERTY OF L F.GIAMPlM0 ARCHITECT P.C. MAY NOT BE DUPUCATED,PUBWSliID:DISdLOs®OR; - - - - Q - - -- - - a7 SCALE FROM DRAWING E-i USED WPl'GUM THE E%P1tE3s WRTCfEN CONSENT OF, - .. - - ' WIJIS F.CIAMPD.TRO ,_ ': � _' .. .. - � _ ABBREVIATIONS : SYMBOLS - . AB. ANCBOR BOLT DST. DETAd - FT PoorWT. WTEDIAI. : _ PART: PAIRmON. Toy. ToP or ro NDATION., _ NORTH ARRON INTMOR ELEVATION � .WELDED Vast:ROM ADP. ABODE PNLRI flUOR -.OM DIANINT M. POUNIE RAx X0101UY PL. Pun .. T.O.T. TOP OP■ALL GTE ELEVG .. .. �ON ® xuA®+s DDM nNt ' AR ACAOORN TBE ODL DO@L90N .. -TNO. PuRMONx INSUL YECRAMON -PIA& .PIAS19t.. r TMC- - SECTION INDICATOR C-LEn6R •. INEE D—RONNGG sIRRR THE - 1. CENTER LO16 AI . rUELi- misx®DNO) I NU1 NTIROR PLR. PUNON LArNMTE TYP. uN m az - CELnHR LDN.- CV . a ALUIDNUY - - DR .ODOR -:. ..:. T TOP HNI cNCL. THE N E4 ELEVATIONS ARE LOCATED 0 ATOD® ON DRaER NO O .GAD ITT. - NTNUOR PIED: PLUMBING.. - UNPN. UNPDrIN® -THE LETTER IC SEC E D TIN NVYBER .. . - - • AT DR■R""DRAWNt CALV. WLVAN®'' !I lOD!} PLY■D -PLTIf00D U.P. VINYL DI ImD . RNLI'. .RAa6Y8lR - '. D■Ots) DRA■QNi(S) W OBfl6RAL CONTRACTOR I•N LWRIATE P.T. PRENNUNE TRPJTED VN VQTYI. AND IJSr1N N n$W1TOY RAir CONCRETE-PLAN OR>N(.'a0N .. . BR BaU1NI0U5 -Dr .DRDrBQIC POUNI'AN .GL- GLASS/GLAZDIG.. "V. 4YAWITY C.T. QUARRY TILE - vCT Yam.coNvolo at,nlx - aNIGTI9 THE D■G,ON WNW -ELUCH PLANS OR.SECTIONS - - RM N.00II DW DISHWASHER OR GRADRIG L. UO'Cro REQn REQUO�D - WC' vam.WALL cavRNNG THE SECTION APPEARS _ ' •••888��� - Nuts BLOOONG BEC.' EIELTNCIMJ - .. OW.W GYPSUM BOATD - M. YAMEACTIHER REF. REPNOPAATOR - ■C TA'1'r8 C1456r •45.5 NEW SPOT ELEVATION : - .. CONCRRTR BIDLTt _ - �.., �4 . BNT BOTTOM EL EL WITON HOBO. .saassAIa1. Y.O. YASONRY.OPENNG'- REV. -RRVENNS .. ■ ME/IINm. PIANs OR�CIIOx9 _ 4e.a E 0D9mIG SPOT NEYAaON - - - SAX. Dallas Or WAM, SM. -RUYAWR 'HDWb �NMN■OOD. MAT. YATERW. ..R RLggR w/ ■Im ® -PLYWOOD.LARGE IRMIE. - . RY RRAY - Nmt EMERGENCY... HYAC' IEl1NG,VELrIDtlING; MAX -YAINaIY .:'RD., ROOF DR MI w/o - WITHOUT —'a ass Ca"TausS - ELDG so".. 'EQ EQO& aim CONDITIONN AN G ROM 'YBCHCAL - RM: .'ROOM "- W.WM. WEUM WN ®E r - 45' EXIMG"CONTOUR - - STSA.1ARGE Sr..e - - o aT 0 p CPT GDPET '.- EXIST. RMSTING iN■R HARDWARE. ` MDI. RNDIUY - .. &a.. ROUGH OPENING NO .WOOD - - - ® UGH WI®i $-4 :- 0 . C!R`T calaff? w BYG. - BOT. NEORTT -' M. HOUMED �SECT. SECTION '� EISVATION MARE - - - - - •• . CR GVM((QiG)' EL -ElPARMON IOQrT. BY - H000.NETLL NO MUYNE 9®. 9C1®UIE rQy CEUDIC E>D" .BRiO88D .NSUL ELSNAMON' .NOTE � NOYDML :. SPEC. SPEM."ONs ... - � � COWIN COORDIIIATES• ® _ (U c) - CID9 CIAgeT BYT.' 'EITEBIOR .... MORE URINZR DR: anzosaR NJ.c. NOT N cOxm cr M. STANDARD .. REIBRELICE GRN LDffi _ - �-C4 f0 COL MUO'N rDI IN®16D if Jow ... N.T.I. NOT TO sc". SOP SIDNJ'ePO1E . - I I RoOY NUMBER NSUWTION MGM CONC.' W.cNEIE PA FIN ALARM - • WC IANATE - O.C.: ON CENTER M STEN. - - ®-. NSULMON-BATT .. .. CWU CONCRETE UaaKRY UNIT P.B.O. .PURNIs zo BY oWNER .Yv. LAVATORY - ON -OYEIIIEAD SUS.'. NU.PRNORNDO" - - coNsr. CONSTRUCTION rR PNE EYTNGUSHER L IJDLGm am. .OPERNG TIE THICK - . OI _ NU1N� EARTH - _ �cc _F�1 CONT. CONTRNOU3 FL nDORESCE - MPR YANUP OPEN :M. PANIL T•B 'TOPRBDITOY :. .. .. - w ' CJ CONIROL/CONSIR.JOQR':-' FLOOR PllIOR®CELtI' � - M.O.. YL90TNY OPENING. -• PNI.. 'PANE. .. � TAG TONCUBAGROOVE -. �■ - COMPACT GRAVEL _ : - - TYPE - - © TYPE •rl� � ' ,WALL � actSpecifications): -MASSACHUSETTS GENERAL NOTES' (see also Proj . C The General Contractor shell verify all dimensions at the site and shall'notify the 16.The General Contractor shall submit to the Architect for review end approval. shop drawings COMPLIANCE .Architect of any discrepancies before proceeding with the Work or purchasing materials for an manufactured structural elements (is.: steel beams &.columns. LVL bee ns, truss joists, - 1. The General Conditions.state that the.Contract Documents a complimentary. or equipment. Verify critical dimensions in the field before fabricating items.which must wood roof trusses, steel joists,etc.) in accordance with 780 CUR Section 116.2.2 entitled' - (WFCM) re 2.-Provide the services of a Massachusetts Registered Surveyor to la out structure on site fit adjoining construction. "Architect/Engineer responsibilities during construction". WINO TTTLE: and establish existing elevations. Elevation of finished Boor shall be established by 5.All details are typical unless otherwise noted and..ere not necessarily shown in the l7.The-General Contractor shell notify the Architect Engineer of required inspections at least _ 5�IIS�p 2 Cc+Rn22� Architect with elevation tntormation..provided by Surveyor. .- Documents at all locations where they occur. p p p LbE SHEET two(2) days in advance -- - - :IB:All warranties,guarantees and service maintenance agreements Shell commence with 1.1 SCOPE g i the insu—cc of the occupancy.permit so that the Owner may receive fun use of the item Wind Speed.3-SEC.'GUST .............. ...111)m 3. The General Contractor is'responsible for all the'work. - r I - . .• - B.The Architectural Documents.govern, the location o[all Electrical and Mechanical Items - P ( ) =mph A. Build and install parts of the Work level, Plumb, square and in correct,position. - installed es a part�of the Work. : -; - - for the guarantee or warranty,period P .. """"""' .. B. Make joints tight and neat- U such is impossible, apply moldings. sealant or other - - :- Wind Exposure Ca 7. Existing items which are not to be removed-and.ere damaged or removed in the course 19.GENERAL WORK.TO'BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: 1.2 APPLICABIIJTY DRAWN BY• joint treahuent.as directed by Architect:' - of the Work shall be repaired and replaced'in like new condition without cost. A.Seal cracks and openings to make the.exterior skin of the building tight to water'and Number of Stories-(a roof whichexceeds 8 in 12 slope shall LL CHECKED BY. C.Under potentially damp conditions, provide galvanic in :between different -B. Existing surfaces disturbed during the course of the Work shall be reconstructed and air entry. - be considered'a story) stones S 2 stories �� - - metals which err not adjacent on the galvanic.scale. ` - finished to match isturbi surfaces. Patched areas Shall h finished to such a manner B..royals adequate bloc Roof Pitch............. ................_......................._ 12:12' 12:12 - king, bracing, nnilars.fastenings and other-supports to install .Mann Roof Height .. ......'18_-3_(tSS 33 DA78: 2 6 /2 D. Apply,protective finish to parts of the Work before'concealirug.them. For example, as.to provide visual and structural'continuity across the entire affected surfacer Parts of the _ BuildingWidth, W work securely. Blocking.bracing, naltere. fastenings and other supports �� paint door tops, bottoms.glazing stops, glazing rabbets.and hardware cutouts before.. J6_0"tt S BO' .9.All voids.created or surfaces disturbed resulting from cutting, removal or installation of shell be of a type not subject deterioration or weakening ea the result of Building Le ht, L ...... �3S_-�(t. L80' : hanging doors,and paint corrodible mounting plates before installing parts Over them. - elements as pert of the Work shall be filled and finished to match adjoining construction. environmental conditions or aging. - Building Aspect Ratio (L/W) ........... 1,4411 t 3:1 E.Where accessories are'required ul order to install parts of the Work in usable.Iona C.Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes Nominal Height of Idlest Opening ..... .g•_g•S 6'8 REVISIONS: and to make the Work perform properly. provide such accessories.' U special tools 19. Except as provided m the Documents, no structural member or element shall be,cut and other products pass through or are being removed from existing constriction. - . � - are required to maintain, adjust and repair products,provide them.' - without written approval.of the Architect. The General Contractor shall coordinate all D.''Provide chases, furred spaces, trenches, cover.. pits. foundations and other -F. Follow manufacturer's instructions for assembling, installing and adjusting products. cutting and shall advise the Architect of.any potential conflicts with new or existing construction required in-conjunction with the Work. U such construction is not Do not install products in.e manner contrary to the manufacturer's instructions structure. Architect for sizes and placement: - unless authorized in writing by the Architect. - - shown on the Drawings, coordinate with Ar 11.'Demolition work.shall only.be carried out once all temporary shoring�and bracing ism - E. Provide and coordinate access doors and panels as required for access to equipment sawas G.Adjust and operate all items of equipment, leaving them fully ready'for use. lace. Removal of all temporary'su supports shall be completed only after new work is secure requiring adjustment,inspection. maintenance'or other access and as required for access': H.The division of the Documents into Architectural,Structural, Electrical, Mechanical, P P m'Y PP P y q g 1 PROJECT No. Plumbic and Civil components is not intended as division of the Work.D trade or and complete. .-. Check spaces otherwise such as attics crawl apnoea. . B Fto manufacturers' � 1156 R. wings an literature for for bases, pstru end otherwise. - -12.All materiels,equipment and workmanship Shall conform to the requirements of . . 'other supporting structures. Provide such structures. Remove. supporting structm ea: - - SHEET No. I. Provide utility installations from lot line to house.including underground electrical,' authorities.having jurisdiction of the Work. - , aces. water, telephone and CATV to comply with all local codes and requirements. - l - a ea ucieted with removed equipment and patch remaining sue( _ . J. Concrete shall have compressive strength of 3000-psi®.28 de for walla Dad - -13.All materials end equipment Shell-comply with the.Occupational Safety end Health Act, G.As part of one year warranty specified in the General Conditions.repair cracks and P P- including all amendments. other damage which.occur,'as a result of settlement and shrinkage during the first year - 4000 psi® 28 days for slab work, and reinforcing rods&woven wire fabric (WWF) - alter'Substantial Completion: - �per drawings. Where noted, provide hard steel trowel finish on slabs. - 14. AD materials and equipment shall conform to the requirements of authorities-having - Da opproofing shall be factory manufactured semi-mastic consistency from asphalt. .jurisdiction regarding not using or installing asbestos or asbestos-containing materials. 20.' A11 work shall conform to the applicable sections of the Seventh Edition of the and mineral fibers, and installed on all walls and footings. - Measachusetts State Building -Code,(One and Two Family Dwelling Code), /1/t�1 T�. . .:15. All paint used on all products and assemblies snail conform to A.N.S.I. Z86:1, Piers for decks shall be concrete ttlled'Sonotube forms.. _Sections 780 CMR 51.00 Through 99.00 - DO NOT SCALE FROM DRAWINGS . - Specifications for Paints and Coatings'Accessible to Children to Minimize Dry Film'Toxicity. - - - - -. 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FOUNDATION WALL LEGEND ; , u . - 82X FULL HEIGHT SHEATHING(20' : .EXISTING FOUNDATION FIRST FLOOR PLAN WALL o 1 c SCALE: I/4" ..I'-0° - .. - g q WORKSHOP i ` i u _y 4 FLLR. ! NEW CONC. FOUNDATION _ -- OVERHEAD DOOR 4'THICK l3900 P91I - .:. .c. SLAB .'�I, .I I FFF111III b>a -FROST WALL - t:_. WWIF, - - b'-2� i:. tr VINYL BULB WWF,HATS -: I - _ .WEATHER STRIP MIN. - - __________ r_1 <' I. NEW'4'CONCRETE SLAB - :.Q '•�3 o C' - .. -rt5 RS x 90' : I-I/2'xl I/2°xl/2 -'2x6 OR 2X4 P.T.WALLS BOLTED • ® - I :..1 5 .n N . -•B@e.c.. STEEL ANGLE - .. TO CONCRETE'SLAB W/ -. 1' I. I 1 ^ O '- THRESHOLD 10"x24'CONCRETE FOOTING BELOW WALL LEGEND LEGEND �. N : FULL HEIGHT SHEATHING .. -,'" ". .^ .. -: .. .., -. _ J L-_ ---. -- (vec'rK4L eHewtNlHc icon elu .sS.gBqR EXISTING WALL TO BE ..To ror F�e.Te wr No HocooNrA� - CONTINUOUS .... .. ' -^.'o...'a�- - -o � REMOVED. -: :. '..... ..<.: ° ° - .'. °: .. - . .1 r---- -- 1 -r -------- --- -- 1 - ��~F� MIL POLY.- I - I .. SMOKE/CARBON °.. ;; CpMpgCTED 'S/4'TIC.PLYWOOD GLUED 4 .. 2xb P.T.WALL .GRAVEL NAILED.W/�PL-400 GLUE:. I EXISTING'WALL.TO REMAIN ' MONOXIDE DETECTER - - -. . 1 I .... ., .. �04 DOWELS O I Bu .: R-21 INSULATION - -.1 I' -12'O.C.VERT. . .. -. I. NEAT DETECTER ..� .. ..INSULATE BETWEEN ': NEW WALL : .. 2xb'STUD WALL'O 16'o.c:'. T.O. FOUNDATION 1 B'_B' -. 1.._ I -J. .. lq'_1Q'•' I I :' ... VENT FAN GARAGE DOOR THRESHOLD DETAIL WALL I B.O.JOISTS I I . SCALE: 1°.t'-O' :.,. � .. .-' - .. SAW CUT ACCESS R-21:INSULATION I I •- : 2X6 PRESSURE TREATED SILL .FOUNDRU ATION N6 1 -GRANLI �1 ,` I SEAL 1. SPACE I :; I c r S LL _ , :GARAGE SLAB r . r 8 b. 9 I D Cc� NDOW _ ...,.: vVu l44 DLSpQ�LSc�J�D 2 96 .: .. z .'i. 1 - N.bXb 10 N.W.F. ATS I • I _, 5/8 6%14 ANCHOR BOLTS 0.48 O.C. : I I 'I S/S PIREGODE., .2x6-STUD WALL' - - .:' .. .'TYPE Co GYP. O.C. W/.SX3)A PLATE WASHERS.8'MIN. _ :. : I I- I { 1 PITCH FLOOR A"PER FOOT :FROM-EACH END JOINT OF SILL - DRAWN BY: . _ 'BOARD; SXSXY" :I 2''OUST�. I- TOWARD GARAGE DOOR OPN'G o : .. PLATE EXISTING I' I CHECKED BY: . : C : . - ..2xb PRESSURE :. WASHER I !AVER I: FEI in .: .BEARING'. : TREATED SILL .. '. �' FULL.. DATE:�: . 4. yy WASHER ILL SEAL .. 8'CONCRETE FOUNDATION WALL CRAWL ' T.j. c .. m .•x -. ... ., SFAC1 I REVISIONS: BASEMEN 4'REINFORCED ::. .•,.; ', n4�WELS O I'.- _ CONCRETE SLAB :, ' VERT. NOT - : ., ° .(BY CODE 0 GARAGE). .: _ -. .. I 1 , .. _ - z S/B'b X. ANCHOR :: - '..a"__.. -. NTT71N FOUNDATION. I :... I SIMPSON I ' I ALL DIMENSIONS ABOVE.ARE,UNIT SIZES BASED ON .:'• :� '' -�� a - _--- ;, I-- �FASTEN TO FOU D ANDERSEN 400 SERIES WINDOWS.. - o. p_ _' 'BOLTS O 24'O.C.-W/ . COATS OF DAMPPROOFIfiG, , c -2"CONC. I ~- W/96'TITAN BOLT, TYP: 0 ' - _-- --. :. z_ DUST _ I (a• .. SXBXY PLATE'WASHERS.. ' COVER I cj. 1 I (Se _ .49) . _�___ .. '8"MIN:FROM EACH END ..v� . __ ________ _ ... .. '- JOINT OF SILL -CONTINUOI'16 KEY d I AIL O-0 a.: C r:, .. W E o ,. d I n PROJECP No. e D ON sHeer N D 0 W S G H. 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EXISTING a'PA% 2x V 12.o.c rT� 2X4 - - : NEW MUD HALL ,NEW GARAGE " - W . - ALUM.GUTTER SYSTEM - INSUL .. . o CONTINUOUS.KEY - .. .. . 6-MIL POLY :. p a .. - .. 10,X 20' ��€ CORRUGATED SOFFIT VENT LOW DRISE OOR .VAPOR BARRIER - -CONT FOOTING - - - - IX9-. O.M. DOOR . 6'COMP4CTED - I. '20' - -� - -' - - - - - -BED MOULDING STRAPPING' TRACK .. W . .GRAVEL - ..... .8. FLOOR FRAMING DETAIL FRIEZE BD.aR —5/B FIRECODE TYPE c SCALE: I'-I'-O• M CHE - I�1 CONCRETE SLAB DETAIL- SCALE: O w/ MATCH IX151TNG 7P.BOARD 9KIMCOAT O Irr••/^.�) a .. 'O I'.I'._O' _ 5/4'CONTINUOUS BLOCKING G I 10-0'x0 0' PFOR OVINSTALLATIONRPA DO RED F TRA OVERHEAD GARAGE DOOR RIF TO FIELDGARAGE FLOOR VARIP7 IN FIELD :. ... 12 _ :.. _ SOFFIT DETAIL w0 O 4,co "11 SCALE: Iu, ... - - ..Py, I--I TAIL 8 .INSUL. ..'ARCHITECTURAL ROOF . :� .. - . SHINGLES TO MATCH EXISTING 5/8'FIREGODE I/2"BLUE'BOARD .. TYPE'C GYP. w/SKIMCOAT -:. Q.Poy' Isa BLDG FELT - .BOARD W/9KIMCOAT � P.T.2x6 STUDS : .. I/2'COX PLYWOOD SHEATHING :. O�O - . P.T.2:2x6 SILL ..SIMF'901J H2.5 HURRICANE CLIP - - . 4'REINFORCED O.FACH RAFTER ..', '... - .. CONC.SLAB - - ANCHORS O 2'-O.O.C. .. -2x4 . .. (SEE FOUNDATION PLAN) 4'CONC. WINDWASH - - SLAB Ix2.DRIP sLOCKNG PLYWOOD WALL 'ROOF SHEATHING ' SHEATHING'NAILING NAILING o ° IxBFA%l0 1 16 ... FIELD OC ..� ' - 2xB CEILING JOISTS O 'O.C. _ .. <'. .. - ' .jl�I� � .EDGE b'O.C. INTERIOR ZONE EDGE 6'O.C. ALUM..GUTTER SYSTEM PERIMETER - EDGE 6'•O.C. PERIMETER EDGE 6'•O.C. -. - :. 10'x 24"CONT.FOOTING -d 6-MIL POL7. IX9 - N y FIELD 12°O.C. FIELDb°-O.C. STRAPPING (9000 P.S.Q. ¢ 'VAPOR BARRIER CORRUGATED.SOFFIT VENT .PERIMETER 'ALL PANELS WITHIN NOTE 4'-O'FROM EDGE OF ROOF L .. IN i.l .. :. Iz BEAD BOA .. - - 24' 6'COMPACTED BED MOULDING ... 942xB'n BEAM. - .. ,. GRAVEL .1.8 FRIEZE BD.OR - .. .- -•: - 4' d FROM CORNER INCLUDING 4' O' EACH SIDE OF-RIDGE MATCN IXISITNG ': .. 9/4'CONTINUOUcc S BLOCKING - - O 1n In- 6 CONCRETE SLAB DETAIL 9 SOFFIT DETAIL {A) SCALE: 1'-1'-O' SCALE: I'.1'-O'.-.. - 0 0 _ P. � � p.l N W .. .. _, co .. .. . MATCH EXISTING'ARCHITECTURAL ROOF CONTINUOUS . . SHINGLES TO MA STING .- - .. —19a BLDG FELT 2xB RIDGE BOARD - :. - - - - .. :. .DCTERIOR STUD WALL '. _ .. : - - - OX MICROLLAM 1.V.L RIDGE BEAM _ 12 �4' .: V�.SEE. .. ...12'% - -;. ..-. .. - SECT 'CSTTROFOAM CIRCULATOR ARCHITECTURAL.ROOF - - .. IONS. Ix COMPOSITE:DECKING .. SIMPSON H2.5 HURRICANE CLIP.. . . .. _- �. � O EACH RAFTER �.. � 1�1 t WATER SHIELD EX ?a'BOR�F RAW DG TITLE 44•n LES TO MATCH STIN i2� .. '1/2'GDX PLYWOOD. 12 oR4PTER - - D ' .INSUL. P Ix2 DRIP SHEATHING . J5-0BOTTOM LAG BOLTS G FROM TOP OR - . .. BOTTOM OF-LEDGER t STAGGERED P.T.2xB � .. • 8 D� " IZ O.C.FROM TOP t BOTTOM. DRAWN BY: Zqlg .. ° P.T.2x8 LEDGER' CEDAR Ix10 .. ',W NDWGSH.- B FASCIA *B RY"O�6° a - - .` BLOCKING TAP.GALV. 16 FTC. ... CHECKED BY: - —tix A ' TYP.GALV.JOIST HANGERS O Ib'D.C. � � HANGERS 0:16 O.C. �•�� ' 'SIMPc LTT20B - - "o :' 4x4 ALUMINUM PLYNTN BLOCK SPACER- 4x4 POST "' TENSION TIE W/ ''.' IX9 ALUM.GUTTER SYSTEM DATE: 2/6/12 I - . TV U-BOLT I•AIR'SPAGE- STRAPPING.. NAILED TO BOTTOM .. .. B 6EI G I TS O Ib" C. C O5 �.Ti� 8 CONCRETE.FOUNDATION WALL : I/Z"'BLUE BOARD - CORRUGATED SOFFIT VENT REVISIONS: OF DECK JOIST. ABW4 91MP90N� / (SEE FRAMING PLAN - 8 DECK JOISTS.O Ib'C POST BASE w/SKIMCOAT ERS �MI /EI )16D P.T.2x NA E 61mE�EACN BN FOR LOCATIONS) _ _ - - BED MOULDING:.., - 2-1/2'6'THRU-.BOLTS O EACH 4.4 POST p 5:2xe'n W/K°.PLY. I'x B'FRIEZE BD. -' :a .� :'� • - - IX9' - - HEADER.TYP.:. d I R 90 INSUL V ANCHOR 9/4'CONTINUOUS BLOCKING STRAPPING CONC.PIER TYP. - ... 2 I:. BOLT \.. '. ,I :..: I/2' BLUE BOARD % O REMCOAT CEIVE SDI .. .. - ,. � SKI z ., .. ....._... 6Hi MATCH S PROIECf No. - MATCH .. p .o o .. .. ..... ,. .. -'Isa FELT.PAPER�.' ..�. 12 RIDGE D OUN IO C F DAT N/DE K DETAIL SCALE: I-r-o 1T .-:_.. o ... 1/2"COX PLYWOOD SHEATHING SHEET No. .SCALE: I I O .. '.' AIL -. :. .. .. .:L e, .I ..., - :EXTERIOR WALL FRAMING .. .. .. TYPICAL SOFFIT DETAIL', :. . _ .10 'SCALE:' I'-I' O•. OF 4. <, . i ' uCY CoaasYwloua