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HomeMy WebLinkAbout0149 OLD STAGE ROAD UNIT #A - Health 149 OLD STAGE ROAD Centerville A = 189 - 088 Slll �v�o� UPC 12534 r No.2153LOR `fir �usrurow MV No. i ��!/ �` P Fee �U THE COMMONW-RALTH OF MASSACHUSETTS ' Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes f ZIPPlication for Mi!9po!9a1 *pgtem Con5trurtton Permit Application for a Permit to Construct( ) Repair'j Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. i Lb 1�� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel go, —Q Pee V� V?T4 e,Gt N 0 Ins' Name,Address,and Tel.No. 0 Designer's Name,Address and Tel.No. Type of Building: � �3 Dwelling No.of Bedrooms ; !O Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y gpd Design flow provided b. `T gpd Plan Date Number of sheets Revision Date Title _ Size of Septic Tank Type of S.A.S. //t-�✓ �c�(� Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Certificate of Compliance has been issued by this alth. ^� Signed Date `-0 J Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. 2—a Us — S Date Issued 12 —2"7 o S� r —� _41 1b ?o` -;w� � Fee THE COMIV�i�O'NWC-ALTH OF MASSACHUSETTS � , Entredincomputer: 1.� Sri Yes PUBLIC'HEALTH DIVISION - TOWN;OF BARNS:&A f E, MASSACHUSETTS ZIp Yi>�atior��for Oi5po�al *p.5ten� �or� tructior� Permit,, i Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) Complete System Individual lI Components Location Address or Lot No..,Ac� D L 110 Owner,s Name,Address,and Tel.No. 'y Assessor's Map/Parcel I —Q 1 P r'U 1 ',+ t 1 G1 l� Instal. 's Name•dram d'9e�I.N,o. Designer's Name,Address and Tel.No. ?,0 14,6_�C(S w Type of Building: 9 Dwelling No.of Bedrooms �Q Ct Lot Size sq.ft. Garbage Grinder Other Type of Building ? No.of Persons Showers( ) Cafeteria( ) Other Fixtures �^ Design Flow(min.required) J y gpd Design flow provided 5� 6, (4 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 15 Type of S.A.S. :3_'50 Description of Soil OL� . Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ' Agreement: ! The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system.,i.n accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this BAgW—of Health. Signed Date �`� Application Approved by �Mr. Date �•�'o��—d J` i Application Disapproved by:' Date for the following reasons w+ Permit No. 2 0 o S — ( � Date Issued I.? ^ -------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS _ Certificate of Compliance THIS IS TO CERTIFY t t e On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( v� Abandoned( )byKD ,�T�C s `L at id 'A 7 has been constructed in accordance with the prov s of Titled the for Disposal System Construction Permit No. .2 uyr- dated /�2_I a 01_7 Installer a S Designer 7-I 4-- #bedrooms 5 Approved design flow gpd The issuance of this permit sha I not b construed as a guarantee that the system d=i0signed. Date pc tp j Inspector � —————————————————'-——— No. .2 U0.-'iA !S Fee U y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC-HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migogal *p5tem tow6trulctio s, Permit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( Abandon ( ) System located at a (�1 �.S�Ti4M _ ptso 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 this permit. Date r / Approved by I I �� r' \ 4 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, cvM _ wbi hereby certify that the engineered plan signed by me dated Z. Z concerning the property located at Gr)gr\ ,\� meets. all of the. following criteria: • This failed system is connected to a residential dwelling only. There.are no.comfnercial or business.uses.associated with the.dwelling. • The,soil is classified as CLASS I and the percolation raze is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct deep test holes and percolation tests.at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The.bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the. Frimptor method when applicable) Please complete the following: A) Top of Ground Surface Elevation(using GIS information) 4 0 . O a B) G.W. Elevation ,b +adjustment for high G.W. )0 _ 14, 00 DIFFERENCE BE EN A and B 32 D O SIGNIrD : DATE: NOTICE Based upon the above information; a repair permit will be issued for bedrooms maximum.. No additional bedrooms are authorized in the future without engineered septic system plans. q:11ep1c\percexemp.doc 04/24/2016 02:37 FAX f�001/002 Town of Barnstable �SME Regulatory Services Thomas F. axe' q ller,Director + BAWMABL6. > Public Health Division � 1k Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office; 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Farm Date: 1/26/06 Designer: JShay,Environmental Services, Inc. Installer: Robert Se tic Services. Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street MA 02536 Yarmouth, MA On 1/16/05 Robert.Sentic Service was issued a permit to install a (date) (installer) septic system at 149 Old Stage Road, Centerville, MA based on a design drawn by (address) Shay Environmental Services Inc. dated DECEMBER 27,2005 (designer) XX I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. fie/ CARMEN (Installer's Si E. ' SHAY No_ i'181 4 S A rA (Designer's Signature (Affix De amp Here) PLEASE RETURN TO BA.RNSTABLE PUBLIC HEALTH DIVISION. CE , TIFI ATE OF COMPLIANCE WILL NOT BE ISSUER UNTIL BOTH THIS FORN AND As- BUILT CARD ARE RECEIVED BY THE BA STABLE PUBLIC ITEALTH'DIVI ION. Tz NK YOU. Q HpalthlSep[ic/Designer Certification Form I 1 TOWN rORNSTABLE LOCATION I LkCk ®1 Q5 (0 SEWAGE VILLAGE Z� PMV�f ( e ASSESSOR'S MAP & LOT t l—DF9- INSTALLER'S NAME&PHONE NO. i T, SEPTIC TANK CAPACITY Q—Z) 0A ✓— (� LEACHING FACILITY: (type) �dy�-i�� NO.OF BEDROOMS BUILDER OR OWNER 'PERMITDATE: d / ��� CO _ LIANCE DATE: Separation Distance Between the: t Maximum Adjusted Groundwater Table and 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 within 300 feet of leaching facility) Feet Furnished by low -tivv_ flop f jcl } n TOWN OF BARNSTABLE r LOCATION���Q_ 'Q �� SEWAGE Q?—Q ,VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ZOW LEACHING FACILITY: (type) Cb.A S�d� �(size) rd� NO. OF BEDROOMS }� OWNER n PERMIT DATE: �"/ �� 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 within 300 feet of leaching facility) Feet FURNISHED BY A, r 2� *z 143-� 'fog ►I 83 r 36' A A4 S `!3'/,I vs q2. C (a3: �Ae� Date: L/ r',3 / �IV TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: -� I . 1 �a S}o�J C91n5Ay (-6j j -� BUSINESS LOCATION: 1 Cr a 9A INVENTORY MAILING ADDRESS: 0. TOTAL AMOUNT: TELEPHONE NUMBER: S 3 t 1 (IZ- CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: �� ' 3 1`� 6 112- MSDS ON SITE? TYPE OF BUSINESS: Cn1 V%5 yjCk7 D 4 Mwk dl— INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: �J ✓'r Last shipment of hazardous waste: --�jo4L Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The board of health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes • Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initial( /I nu n � 31iit I�III�IIi+i���� i YOU M9114 TO OPEN A BUSnNESS? l j E I 3I I�I III E- For Your Information: Business certificates(cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAMEjh town (which must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 2'00 Main St., Hyannis Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601;(TownHall)land get the Business Certificate t�,at is required by law. ; Fill pl .�seCATE /1 / Z r t s s "3 AI�F'LIC;A(`JT' i YOUR N/\Ml=-/�3 sx z F IJ�aINI ` 4':i YOUR I-ICaNIL AL, )Pt;��. . — �' r ^relephce-\10nbee 7T ._ !i NE I l n m _ S� RA h !14"•._t Y/Mvq w Icrl�'+�14i'IIEi:r<,llF�f:,IE.�Ii��`�ugF��A�f'IL,►1�aY.�,h�w.,w,,�'�.�-�.L�„��4, W"wW �>�,w�':�.�?�.�.W.,�. . M,. .w�.�.�,�1 �o w ,w. I41 +�I'U'IlEii OFNE'U'IJ' BILI`�@q�E81S I •L19J nVE'hVIL�r: I'c c 'll'F•Illac 0ac IMI(: 1VIIE OCCUPATIUN'i' M � �.Y��, „�.w W�w�V' O :I tr t� a„ h :g 'IdIIAV /I F l tlW NI II 110 I I•tiI,JI.JIIiI' ,c8 l li 16S IF. w,ww, �, z.1 l0�3 Ir �2r►�Zfvlk Ui �. 1,��JIlu:rrr :I,crrkinc a new I:rusinemsis the c. a'e Sclvcrrol thir'igs y(.)u rnui�it dci in 0r(J(.),t,o be in co+rtl.alic„inQc! wil-,1'7 thc') rules rand requlqtit n!r (;rf the r) chi I I 1 I�t:rrn::rt,rlslE.. Thi��form is intended 1,;c:r 7,'::krist yorr in obtaining ir'iformat:ion you f'71r�y noed, You I uf,:T GO TO 200 Main St. (corner off`�armouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this touvn 11. I:I,I..IIIt.I:J01' G IOI�'VI' ISSIILaI �'MI' "i3 CIF' I hi.� InclivicNclr71 has� 7 ants l lrat Iir i GvIU �(t' itur � r E � s.' s b )I i fcu+ r mid of any pert-nit req�nl ern NI " (��E OCCUPATION RULES AND REGULATIONS. FAILURE TO RESULT IN FINES. � � lrrl'Ie.f lJ Mgr t::I:I�dll+y+Itl::Ir�,I'1r t• e o COMPLY MAY ,.�. w+.r,M.+.W r.,W.:w..WnM,w r:Ww+ Mrw'wr..w.nrnMwY:W,Y,iw,WM.L:,hww.iN+iv, Fw wm+"wr,w. \wir, wN ,,:•.:.ww:w•.,wn.;.w...•u„n•••wNvw:wrw�w'y,W W.ww�w wwWr-uNY+M••..Ma.r.wr.. �,rl,Mwr.w,.Wr+.wi�.+nh+�w..rW w�wWW,wmVv++.wir.l .+r,n:ur+a'Mwm+:w:r.W w«,..i,�wWWI,wM'� 'MMw.M+.W w:M." M+iN+nM wnw"k+.,r n I:34,I 1,1'dI,)I It,+F" FIE AL,TIH "l His individural the permit r equrl e,n ents Chet pc;�wl kfln to this typF: of busino:G 1, MUST,.XMPLYWITH ALL HAZARDOUS MATERIALS REGIJLATION�— �aut,hc�ri.crcJ �.�rgr°ir��•urc� I'�I;;I Ihdl I+dltl;:�c�'N' . ••.,wr��,w,�.,.,.w.wM,,,..ww..�.._,..�..._�w.:r�..,�w..,.._�.w,:.�,�:_�,..��r,_�...,..M..�w�M:�.��....:,�.,��_,.���.�w_�.,..��......,�:,�W��w�.,,.:...:w_�.M,_�w..�._.��,r,w.�rW�.�.E.,,.,�..r,�.�...�..�..�...,..,.."..,..:Y.,w.�.: ._.�,..w.. �... 131E E-lt it (.N II0IS-1,II(U'IER AFFAIRS JLICI NS'ING, AUTF�ICRI-11-Y) � ,� l E This individual has beE311 infor incad of the licensing requiri mientcs th0l;; pErrlE1jin r.,o tlir; type! of l:�r.�r;inr G zrtgq'I(' E 4 al l 17�1 IrdllE::N'lf 1 ' ;I t IEI, 1� E•.is tl I l'4 ,III It dlt.11.Ia �I It''.IiI W NOTES: 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS - - &DIMENSIONS IN THE FIELD s-s• ++s. _ sz4• S N \ 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER'` 3.) VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE _ - - _ E DESIGNER/CONTRACTOR IN THE FIELD 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS I I rs• 6-3 IC* r-10I/r s'4^ T-101/r 63'Ir r-o• ea 14•-11, STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 - 5.) 110 MPH EXPOSURE B WIND ZONE I6 - 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, I I A8 - illRINSE OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING I' STATION 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L1360 LOAD - M D - I L 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY MACDOUGALL SURVEYING - Gns F.P. - FOR ALL PROPOSED&EXISTING DETAILS I VERIFvau - I EXIST. I I DETAILS LL SINK STACK STAG 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL - - I 1 OWNERS - - ( O mo SIMPSON COMPONENTS I WIC. F----- -- --------- -- --- _ ---- ——————————— r- -- -- ------ --- -------- - --- I. 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS I - . 1 i CRAFT 4 u TO BE 3000 PSI - - - - Exlsr I _ 1 1 - 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE EXIST. I I ROOM DURING FRAMING CONSTRUCTION MASTER - - 1 __ - � CENTERLINE FAMILY I I 'l�(^ A ip BEDROOMw 12.)TIMBER FRAMING TO BE SPRUCE/PINEIFIR.NO.2GRADE - _ s4. cATHEDRucLG. 11 VVERIFYALL ROOM iqT ,-�-i,""Ira i'A�BLEaa - y CLO - _ 11 DETAILS wi enRNN� 13.)FOLLOW ALL REQUIREMENTS OF THE IECC2009 RESIDENTIAL ENERGY "_ -- - "OWNERS - Dwoc EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION —�——r4——— —— I - i ' ' ' ' OO INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE - F i i I J J I - Q m - 14.)VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE 1--1' 1 °`r �- - _=_7j - f-3" :PKT.DOOR DESIGNER/CONTRACTOR IN THE FIELD - - -- I r4'x6V Pa.DOOR DOOR - ——— ;0 li O' P; COS - WINDOW SCHEDULE y © CLDS. N 1 II?DR. —� z4- 4.4 I'll BUILYHI v(/ 1 T4" CABIN94T" TYPE MANUFACTURER'S UNIT ROUGHOPENING REMARKS - E -1:;t''�'\ _ I! II OOM B OOM . 'A ANDERSEN TW2646 2'-8 1/8"x4'-8 7/8" DOUBLEHUNG - B TW2032 2'-2 1/8"x X 4 7/8" DOUBLEHUNG - ' J L 1 — —-——— . ....� .. i I xx ----- —µ_ SE' 3-8' S-0 1 -10 2•4" C 43 TW22 2'-6 1/8"x 3'-4 7/8" DOUBLEHUNG " -- CR�F N I D " TW2856 2'� 1/8"x 5'-8 7/8" DOUBLEHUNG EMPERED — ----- m �— COOS 3-0 4 3'-B° I DINING I ' 6"x O 2PKTx 6.8. 2'0^xe9 S[ E A21 2'-0 5/8"x2'-0 5/8" AWNING ------ n - R KITCHSFnI{ I I' HALL F TW2442 2'� 1/B"x 4'3 7/8" DOUBLEHUNG I IBa• uyaurwi WNER) - I Ili O _ ._ -- G A251 2'-0 7/8"x2'-0 5/8" AWNING I II III II I uZI TUB/SHOWER UN. (2BBT 12 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS -r . B - REMOD. I CT ISINK I DW I I 48 DLA. I I GAS VERIFY P. ON o VERIFY ALL 2'6"x6'6' 61 WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS KITCHEN^ I -- '�---� I TABLE. I I OWNSDETAILS W, �)PKT.DOOR BATH _______rr.__ _-__ I I I � 1 OWNERS (`-� PKi;DOOR O 412 2.ANDERSEN 400 SERIES.WINDOWS WHITE EXTERIOR W/ GRILLES.LOW-E HP 4 GLAZING W/SCREENS&STD.HARDWARE I - I I I I g n'- '" IL B O I I u I I I l p N V-GROOVE A8 WALL CLOS. :EDT IN A —1 FINISH _ HOOKSW/SHELF ABOVE 1'-8' \\ © a PKf. I 4 8 a 1 1 K BUILT-IN SHELVESUP - REMOD. NEW Ij1 ENTRY v NAILING SCHEDULE PANTRY PORCH E © = m rs xse '�' -:� � CATHEDRAL CLG,� i. � ''T--r r� - 110 MPH EXPOSURE B WIND ZONE 3"a a4• D DECK I BUILT IN / 121 AT 1'8" 2'E'x 611" I I 1 JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING xset i 3K2J 1 ; ; 3K,zJ ty r ROOF FRAMING: - (2) T1-6 BLOCKING TO-RAFTER(TOE NAILED) 2-8d 2-10d EACH END 6" I - 3 (�+-may -d .ry 3K•tJ 2J 3K 1J _ RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-1Ed EACH END - CLOS. 4 DESK C'LD`S' I I I A A _ 1 N n WALL TING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 416d 5-16d AT JOINTS —— ------� ---��----+ 3/2 S- STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) - 16d 16d 16"o.c.ALONG EDGES PORCH FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-1 Od PER JOIST 4-4)" +T'4" a•-to• a•-r s-10' r-1 s-10' m BLOCKING TO JOISTS(TOE NAILED) 2-Bd 2-1Od EACH END - A A BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 441Ed EACH BLOCK AB A8' LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d. EACH JOIST. - JOIST ON LEDGER TO BEAM(TOE NAILED) - 3-8d 3-1 Od PER JOIST BAND JOIST TO JOIST(END NAILED) 3-1Ed 4-Ed PER JOIST HALFL BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-16d PER FOOT - WAL f C -ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) - RAFTERS OR TRUSSES SPACED UP TO 16"O.C. 8d 10d 6"EDGE/G•FIELD - - RAFTERS OR TRUSSES.SPACED OVER 16"D.C. Bd lod 4'•EDGE/4"FIELD 1r-m zr4^ s'4^ 1R4' GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d IOd 6"EDGEW FIELD - GABLE END WALL RAKE OR RAKE TRUSS Bd 10d 6"EDGEW FIELD W/STRUCTURAL OUTLOOKERS C - - GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD - FIRST `FLOOR PLAN IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CEILING SHEATHING: CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION GYPSUM ARD Sd COOLERS — T EDGE/1 o"FIELD LEGEND: - TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION,REQUIREMENTS) WALL SHEATHING: FENESTRATION I SKYLIGHT I CEILING I WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT S.CRAWL SPACE WALL WOOD STRUCTURAL PANELS(PLYWOOD) - - UFACTOR U-FACTOR R-VALUE RNALUE R-VAlUE R-VALUE R-VALUE- R-VALUE STUD SSPACED UPT024"o.c. ' Ed 10d 6"EDGE/12"FIELD .0 EXISTING WALLS o.oz 1 0.60 4 12a Im I t6H5 10(2FT.DEEP) 1W13 tf2•'&25/32"FIBERBOARD PANELS ad — 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD Sd COOLERS — T'EDGEIID"FIELD, �__� CONSTRUCTION TO BE REMOVED NOTES: FLOOR SHEATHING: _ NEW CONSTRUCTION - 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. WOOD STRUCTURAL PANELS(PLYWOOD) - - 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHII;IG ON THE INTERIOR OR EXTERIOR Q SMOKE DETECTOR ENT WALL G OR LESS THICKNESS BdREATER THAN 1"THICKNESS 10d 16 6 EDGE FIELD d 6 OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT 1d -EDGET FIELD CARBON MONOXIDE DETECTOR 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS G /6" - © THE DESIGNER SHALL-BE NOTIFIED IFANY ERRORS OR COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: CONSTR_CTION.SIONSMCONE FOUND ON SCALE : DRAWING NO.: 43 BREWSTER ROAD a W THESEDRAWINGS :SPOGSPRIOOR THE O T Y MARKA. THESE DRA I N.THE PRIOR BUILDINGTART O UUiTOR MASHPEE,MA. 02649 MucE142 m WLLBERESPONSIBLEFONSTRCONTENT . 1/4!! II-OR IN THESEDMWINGSIF CONSTRUCTION 4 -1 c CURLEY RESIDENCE COMMENCES WITHOANY ERRORS OR OMISSIONS. PH. 508 274-116.6 DESIGNER OF WING$ERRORSOR OMISSIONS. FAX(50 )539-9402 eFalBr� +`` IIIaOIxs OF THES OWNER NOTED.ARE ANY SOLELY FOR USTHE OFUSE DATE : ( ( THESE THE DRAWING REQUIRES THEW USE OF TONAL E // THESE DRAWINGS DESIGNER SIGN R THE WRITTEN 11/30/2015- 149 OLD STAGE ROAD CENTERVILLE, MACONSENT OF THE ARCHITECTURAL ECTURAL COPYRIGHT PROTECTION W S N E . 18'-3- 18'J" 30'-8" AB s1z Y 3K1J F � b 2J N F .3KiJ B n 2 RODE 1' O LINE OF WALL BELO BELOW e BATH LOFT i B A8 z•c a•s• - -A8 4 D /\ LINE OF OPENPo I 1p I I CUIA ABOVE I $ L —=J I ` m © �• 13 ` a' 1= c' I-PORCH ROOF BELOW. T-VELUX ACCESS ACCESS . PANEL PANEL I 1q Im N I O I 1z . ({ PORCHROOF - A A8 BELOW A8 SECOND FLOOR PLAN COTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING FOR: THEDEDRAWNSIGNER SHALLBENOSTARTIFIED IFANY ERRORS OR OMISSIONS ARE FOUND ON 43 BREWSTER ROAD MAR COTHESTRUCTINGSPRORTOSTARTOF SCALE: DRAWING NO.: 'AI�M%A CONSTRUCTION.THE BUILDING CONTRACTOR c,� WALL BE RESPONSIBLE FOR THE CONTENT F CONSTRUCTION 1/AN MASHPE\E,MA. 02649 � m IN THESE DRAWINGS COMMENCES WITHOUT NOTIFYNGTHE PH.(508/274-1 66 C U R L EY RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. FAX(50 )539-9402 F319TE I�'�/J� OFE HE OWNERONOTED ANY OTHER USE OF DATE E8810pAL THESE DRAWINGS REQUIRES THE WRITTEN 149 OLD STAGE ROAD CENTERVILLE, MA � / ACTOFECCTTURALCOPYRG„TPROTECrap 11/30/2015 A2 • 12 AZEK 1 z B FLYING RAKE BOARD 2� WI1%30RIP BOARD 81xa ' BU&RAKE BOARD 12 9 P.W.C.SHINGLE - SIDING V TO WEATHER - 12 7� _ 12 - 12 - - Q5 SECOND FLOOR- �4 - SUBFLOOR TOP OF PLATE EE RTS�ili�TWI (S EK CASING (SEE DETAIL) Fa , 0 �Ll _n FIRST FLOOR m SUBFLDOR F EK 514 X 10 WATER TABLE I' - 'I ANGLED 1 x3 CAP - FRONT ELEVATION IL L------------------------- —__—___� ~ - CUSTOM CUPOLA VERIFY MFR.B ALL DETAILS WI OWNER . _ TYP.RIDGEVENT - --50 YEAR ARCHITECTURAL GRADE ASPHALT ROOF - - _ SHINGLES GAF OR CERTAINTEED (VERIFY COLOR W/OWNERS) I - TOP OF PLATE 12 - - 12 AZEK 1 xB FASCIAE AT KNEEWALL - 5 9 1 z 12 SOFFIT WI SECOND FLOOR 14 ALUMINUM GUTTERS SUSPLOOR - TOP OF PLATE I ® FM 7 Li FIRST FLOOR SUBFLOOR RIGHT ELEVATION ��============--==========----------------------� - THE DESIGNER SHALL BE NOTIFIED IF ANY - ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO STARTSCALE : oF DRAWING NO. BQ� 36RE sBE RpApIGN, LLC NEW ADDITION/REMODELING FOR: C.1/� CONSTRUCTION.THE BUILDING CONTRACTOR MASHPEE 1MA. OZ649 IN THESELL BE DRAWINGS FOR THE CONTENT 1/A 11 11 011 IN THESE RESPONSIBLE E CONSTRUCTION �YY 1 ,1 C U R L E Y RESIDENCE COMMENCES WITHOUT NOTIFYING THE PH.((5 274-1166 DESIGNER OF ANY ERRORS OR OMISSIONS, FAX 9 THESE DRAWINGS ARE SOLELY FOR THE USE FAX(5O 539'94OZ THESE SE ROWING RE061RESOTHER USE OF DATE THESE NT OF THE REQUIRES THE WRITTEN 11/30/2015 CONSENT OF THE DESIGNER UNDER THE 149 OLD STAGE ROAD CENTERVILLE, MA AARCTXORECTRAL COPYRIGHT PROTECTION A3 EEI AZEK 1 x 8 FLYING RAKE BOARD 2 W/1 X3 DRIP BOARD81 x4 �2 SUB-RAKE BOARD TYP12 SIDING G W TOINGIE AZEK5/4x5TRIM B SIDINGS"TOWEATHER FR WlrSIU- Ht12 TOP OF PLATE -7 AT IOIEE4�41L 122 - - 5 -� SECONO FLOOR - BFLOOR Hm H EEH FM FIRST FLOOR SUBFLOOR CEDAR OUTOOOft SHOWER VERIFY ALL GRADES IN THE FIELD REAR ELEVATION CUSTOM CUPOLA,VERIFY -MFR.&ALL DETAILS WI _ OWNER TYP.RIDGEVENT ARCHITECTURAL GRADE ASPHALT ROOF /\ SHIN GLESGAFORCERTAINTEED \\ (VERIFYCOLORW/OWNERS)-� - - AFFRI FMI I I I I I I 1 1 1 I I I rl-T'1 rT-f'1 I I I I I.I I I T i - I I L1-LJ L1_LJ 12 TOP OF PLATE 5 lyT IOIEEW . - __� ._ 'SECOND FLOOR 19 r' -- L I - I m I I I 1 FIRST FLOOR I _ SUBFLOOR I - LEFT ELEVATION THE DESIGNER SHALL BE NOTIFIED IF ANY 8Q� COTUITBAYDESIGN, LLC NEW ADDITION/REMOD:ELING FOR: ERRORS OR CTIONSIONS ARE FOUNOON SCALE : DRAWING NO.: NGS pp T p 43 BREWS 1 ER RUAD WILL BE RE PONSBLI FOOSTART T t1 CONSTRUCTION.THE BUILDING CONTRACTOR MASHPEE,MA.I. 02649 WILL BECONSTRUCTION 1/411 PH.(508)274-1166 CURLEY RESIDENCE INTHESEDRAWINGS IF ERRORS ISSI COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. _ OFTEOVfflE NOTED.S ME yOTHELELY RUSEOF DATE: FAX(508)539-9402 THESE DRAWINGS REQUIRES THE MITTEN 11/30/2015 149 OLD STAGE ROAD CENTERVI LLE, MA CONSENT TOF URAL DESIGNER UNDER PROTECTION ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 19W. W 22a1° 13'-r - NOTE.DROP TOP OF NEW FOUNDATION .. TO MATCH NEW SUBFLOOR W/THE ` 1 1 - FXREQUIRED).FLOOR(VERIFY IN FIELD INSTALL FLASHING UNDER - - I HOUSEWRAPd DECgNG I NOTE:UNDERPIN IW CONCRETE FOUNDATION WALLS I AZEK DECKING - EXIST:FOUNDATION C - - W/(2)"HORIZONTAL BAR AT WALLS AS REQUIRED A8 — —NEW NSS 3 x 3 x ll4" - TOP,MIDDLE,B BOTTOM OF EXISTING HOUSE VERIFY IN FIELD STEEL COLUMN WALL WI IO"x 20"CONCRETE . FLOORJOISTS - .I — IL FOOTING 82 x 4 KEY d(3)Y5 S 2 x 10 HEADER J r. .. —— ——— HORIZONTAL BARS -- -- — L -- — -- --------------- I INSTALL PEEL S STICK I r — -- -- -- — — - -— ---------------- -- -------- RUBBER MEMBRANE - - I I 0 BETWEEN LEDGERS - - SHEATHING P.T.2,10 LEDGER BOARD lAG BOLTED TO I NEWS IJOISTS(110 1 I3 1 w I . SOUD BLOCKING WI(2)LEDGERLOK BOLTS STAGGERED W/JOISTS HANGERS BASEMENT - fr I i i mm A C csi. I WINDOW DECK DETAIL "G3LL z 9 '. I p I- ,2 x40 DR W19A 59. - . TEEL BEAM 31 3l4'x]110"LVL SEW — — I P AT POST I I I — — HSSbx4xil4" - 7'-0" 15' INSTALL 6/8"ANCHOR BOLTS AT 32'o.c.MAX.W/SIMPSON BPS S133 BEARING PLATES 6' 8•, PLACE BOLTS WITHIN W.15°OF EACH F I I ; CONCRETE FOOTING CORNER AND O A 8"MINIM UM DEPTH W/65REBARB°oo I 22'-0' I I IN BOTH DIRECTIONS _ .. 9-5 19'-2 318" ro �. 2-1 3/4"x71/4"LVL - L -- — — — — — � 0 L------------.------------, 12.13/4"x9 I2LVLACCES I o I = I PANEL FASTENSI — El EXIST. a -- I NEW FULL I H�MTIEJOISTS oe CRAWLSPACE II 4 0® e fffi BASEMENT �_ I. I NEW 12"DIA.CONCRETE m" (4"CONC.SLAB WI - B - SONOTUBET04'0"BELOW ry �A8 I I SP� 6MIL POLY UNDERNEATH) � I AB 19 GRACIMPSON ABU66EPOST SBASE I - TOIREM1VJNND.WALLS _ I - 1 2-1 314"x ,n°LVL UP i 30"x W,1Y'CONC.FOOTING P.T.2.6 SILL WI SEALER -- 1 / T1 COL 3-x 3'x 1M" - - 3 P.T.2 X 10 BEAM I� COLUMN o a I it I 1 ANCHOR BOLT DETAIL SAWCUTT0°OPENING m m I i o b IN EXIST.FOUNDATION FOR SCALE:1/2"=1'-0 - - ACCESS INTO NEW CRAW-SPACE I I" z I 1 I I iAI —_— BEAM ,PKT. I n T I 9 19 . . A .A I J- 3. 2X 10 BEAM \ P.T.2,12 BEAM \ \ V-0" 8'6' 14'6° Tb" P.T.8 X 6 POSTS ON 12"DIA. CONCRETE SONOTUBES WI 26"DIA.CONCRETE BIGFOOT - FOOTINGS UNDERNEATH TO 12'-0 5'-6- 16-0' 146 ]•-0'• 4'O'BELOW GRADE.USE SIMPSON ABU66 POST BASE - d ACS POST CAPS.USE . C AT HE CORNER POST CAP AB FOUNDATION/FRAMING PLAN ' V THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON SCALE : D�WING`NO.. BLAB COT�'T BAY DES�G". LLB NEW ADDITION/REMODELING FOR. THESE DRAWINGS PRIOR TO START OF SCALC WLLL BE RESPONSIBLE FOR THE CONTENT 1/411 _ ',I—011 43 BREWSTER ROAD CO ESE DRAWINGS IF ILDINGUCON. TOR MASHPEE,MA. 02649 COMMENCES THESER WINGS IF CONSTRUCTION P11.(508)274-1166 C U R L E Y RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS, HE THESE DRAWINGS ARE SOLELY FOR THE USE DATE FAX(508)$39-9402 OF THE OWNER NOTED.ANY OTHER USE OF C THESE DRAWINGS REQUIRES THE WRITTEN 1"1/3O/2O 1 5 A 5 149 OLD STAGE ROAD CENTERVILLE, MA CONSENT CTU THE OYRIGDESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. W S N I R C SOLID BLOCKING IN THE OUTSDIE AS TWO JOIST BAYS AT W o.1 I DOWN POST � i I POST UP POST DN- I L -71 F7 I I $ J S o 1 x POST UP POST N. 2x 10's dO xNOST . ——J O —— — ——— ax6 POST 2-2 x 10'e DOWN -1 6'xB 1WLVLBEAM ^ 6POS 2-1 Wx 11711 7 ———————— I� ppWN m POpT UPnil I II II I I I II � 4x6 POST Sa I DOWN . II I II 1 I II II 10 LA I I I AS a A hkWN 8 2-2xId. El ------ L POST u I I a x6POST 2-1 3-x I T"LA '4 I 4 I I I R a' ' A A .'� .. A8 1r-0 zrs s-0• 1a•6^ T-w I sz o SECOND FLOOR FRAMING PLAN NEW ADDITION/REMODELING FOR• THEDESIGNERSHALLBE TO STARTIFIED OF B Q� 43 BREW BAY DESIGN. LLC F ANY „11F ERRORS CONSTRUCTION. HEBUI DING CON. SCALE : DRAWING NO.: 43 BREWSTER ROAD THESE DRAWINGS PRIOR TO START OF CONSTRUCTgN.THE BUILDING CONTRACTOR MASHPEE,MA. 02649 A. WLLBEREBPONSIBIE FOR NSTRUCION 1/4"= 1'-0'I PH.(508)274-1166 C U R L EY RESIDENCE / IN THESE DRAWINGS IF CONSTRUCTION FAX 88 f1 COMMENCES WITHOUT NO-I`FYING THE FAX(50 )539-9402 DESIGNER ERNY ERR O-MD.AS OTHERSIONS. IONA 1� `� �5 TOF HESE DRAWINGS NOEQ IRE OTHER USE N DATE FB810ryp1 THESE DRAWINGS REQUIRES THE WRITTEN 149 OLD STAGE ROAD CENTERVILLE, MA / ACONSENT OF THE CTOFECCTTURALCOPY COPUNDER YRIGHT ON 11/30/2015 Au W A' 163' 1s•3• ]aE IY I `. 2T6' T6' OI al I I I I � I I I Ip BEA0.RAFTERTUDI - IX — ItTO BFAPA VIP STODNNLL ' I J BR RAFTERS AT STDD WALL 1 —I I vl 2X t0 RIDGE00ARD q _ . O — — -- a.e PosT I 44 IT I DowN I -1 1a•.B ur LVL BEAM G ------- I OPEN w I / I II I I I & I I I II B 1 B I I I Aa As a BT. IDLE BOARD -0" I 41 I wI I II I O 1 I I I 1 HIGH WHO ASPHALT ROOF SHINGLES 51B'CDX PLYWOOD SHEATHING 2.S PERGOLA 2.12RAFfERS 15d FELTPAPER (SEE DETAIL) SIMPSONH2.5 HURRICANE CLIPS WRIER m A r WINDWASH TER SHIELD A R S'0•WIDE CEMIA E ALUMINUM DWP EDGE 1.0 STRAPPING FASCIA.FRIEZE,S SOFFIT BOARDS 1A,'GYPSUM BOARD TO MATCH EXISTING S-2.SBEAM FASTEN HIP TIP BEAM W/$IMPSON HCP2 HIP TYP.2.8 WALLS CORNER PLATE ROOFANALL DETAIL Td' 2P6• T6. SCALE:12"=P-0" - ROOF FRAMING PLAN THE DESIGNER SHALL BE NOTIFIED IF ANY BC�BCOTUIT BAY DEsIGN, LLC NEW ADDITION/REMODELING FOR: MD CONSTEUFRW PRIOR SCALE : DRAWING NO. 43 BREWSTER ROAD MARK' WILL BE RESE ESPONSBLE FOR THE CONTENCT NR MASHPE`E,MA. C0c2649 COMMENCESWTHOUTNO FYINGTHE 1/41 PH.(508)274-„VV CURLEY RESIDENCE NTHNER01AY CONSTRUCTION 806 DESIGNER OF ANY ERRORS OR OMISSIONS. �aldT �I ?�/I� THESE DRAWINGSARE SOLELY FOR THE USE FAX(50 )539-9402 Fdd1 pe ( OF THTHESEE OWNER NOTED.ANY OTHER USE OF DATE : 149 OLD STAGE ROAD CENTERVILLE, MA a""` ARCHIENTOFT E COPYRIGHT DESIGNERUNDERT P"NGS REQUIRES THE ROTECTION 11/30/2015 A7 / ) CONSENT OF THE DESIGNER UNDER THE ACT OF 1980. 2 TYP. ROOF CONST. 9 -2 x 12 ROOF RAFTERS®1T—. 2 x 6. 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BEDROOM 1p- iAZEKtCOVEREDP.T.2 x4 WALLS SUBFLOOR�GYLUED8NALEP.T.2x4WALLS PORCHFASTEN POST TO BEAM TFASTEN POST TO BEAM FIRSTFLOOR W/ IMP3N Bfi PoST BASE H SUBFLOOR x 10's tfio.cPT.2x6's@ITo.c. 91rz'4JOISTS®IT o.c.ABUfi6 POST BASE 3 P.T.2 x 12 BEAM 3 2 x 12 GIRT SIMPSON 3-P.T.2 x 12 BEAMP.T.2 x6SILL ABU W/REALER FULL BASEMENT TYPICAL3STEEL LALLY COLUMN 4'CONC.SLAB WI 6MILD-LY UNDERNEATH)SECTION @ COVERED PO TOP QFS AB 12"DIA CONCRETE SONOTUBES 12'DIA.CONCRETE SONOTUBES A8 WI28"DIA.BIGFOOT FOOTING L—J L_Jam--TYPICAL 30'x W x/2' W/26'OW BIGFOOT FOOTING UNDERNEATH.USE SIMPSON CONCRETE FOOTING UNDERNEATH.USE SIMPSON ABU66 POST BASE ABV66 POST 845E - P.T.2.10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS aSECTION@ HALL/MUDROOM 6'acWJOISTS HANGERS AT BO HEN0.9 AS VERIFYEXIST.RIDGE BOARD S CONTATC ENGINEER TO EVALUATE - 2 x 6's @ IT o.c, 2,12 RAFTERS®16"o.c 12 12 EXIST. _ TOP OF PLATE - - TIMBERLOK SCREWS 6.10 BEAM - INTEX OR CUSTOM - (0 MADE PERGOLA,VERIFYALLD p� - WI/OWNERS ETALS F DININGrllWDlA,ANCHOR = %4ANGLED _ LIVING - BOLT BOLTS 3r O (SEE DETAIL) VERIFY DECKING FIRST FLOOR - - W/OWNERS SUBFLOOR ,. EXIST.2 x10's 18"o.c 912'I-JOISTS 16'o.c. P.T.2x 10's 16'o.c rPT P.T.2x10'a 32x 12 GIRT IP.T.2 x 6 SILL EXIST,BLOCK FOUND. _ _ WISEALER CREWS TO REMAIN 4 TYPICAL3 W-DIA. - .STEEL LALLY COLUMN - NOTE:UNDERPIN EXIST.FOUNDATION FULL _ WALLS AS REQUIRED - BASEMENT-'ONCRETE VERIFY IN FIELD - - SONOTUBE TO4'0°BELOW OP OF S AB GRADE.USE SIMPSON - FLOOR JOISTS ASU66 POST BASE NO ADDED LOADS TOAL - EXIST.FOUNDATION L—J--CONCRETE F OTI 1r UNLESS FOOTINGS ARE CONCRETE FoonFIG VERIFIED,CONTACT IT CONCRETE FOUNDATION WALLS - ENGINEER TO CONSULT - W1(2)14 HORIZONTAL BAR At TOP,MIDDLE.6 BOTTOM OF WALL WI 1T.20'CONCRETE FOOTING S 2 x 4 KEY 6(3)45 HORIZONTAL BARS SECTION @ DINING/LIVING DINING/LIVING A8 BRACE DETAIL THE DESIGNER SHALL BE NOTIFIED IF ANY B Q NEW ADDITION/REMODELING FOR: ERRORS CONSTRUCTION. HEBUILDINGCONTR COTUIT BAY DESIGN, LLC ypS IONS ARE FOUND ON THESE DRAWINGSPRIORTOSTARTOF SCALE : DRAWING NO.. 43 BREWSTER ROAD MARKA CONSTRUCTION.THE BUILDING CONTRACTOR IN THESE DRAWINGS FOR THEONSTR CONTENT 1/4'I MASHPEE,MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION c p d I C U R L E Y RESIDENCE COMMENCES W Y ERR RS OR NOTIFYING THE PH. 50V 274-1166 DESIGNER S ANYERRORSORNG TH DNS. N Bt4P ` THESE DRAWINGS ARE SOLELY FOR THE USE FAX(50 )539 9402 o LL JJp')� OF THE OWNER NOTED.MY OTHER USE OF DATE : BIONAL A. THESE DRAWINGS REQUIRES THE WRITTEN 149 OLD STAGE ROAD CENTERVILLE, MA / CONSENT TOF URAL DESIGNER UNDERPROTECTION `� 5j -- - — - --�—~ �pqr. DV ARCHITECTURAL COPYRIGHT PROTECTION 1/A+O/�O " —-- 81 -- - - «<...i��TTT•••------ ACT OF 1890. W 3-q it'J" 67� S N 1a-r s<- x7.n- 1a•-r E . 1.�. 3•-B 1(2" 3•.a T-9 U7 T 34- 6'd IW S'-91 3- ' 4•-5' . qg A " CLOS. § a A a . (P)T6-DOORS . - - NEWI BASEMENT GAMEROOM w' wETarw WINDOW v NEW "I PLAYROOM 1B'40. TI'$ STEEL BEAM. STEEI.BEAM - - I T - I B$' a'DOOR I 1 $ BAT H -BATH I? ACCESS gN. PANEL -- O LIN. B . - © . 7W DOOR NEW STORAGE ? Nr. 16-0' BASEMENT PLAN NEW ADDITION/RE M O DELI N G FOR• THE DESIGNER SNALL BUILDIE NONG OONTANY ERRORS OR OMISSIONS ARE FOUND ON COTUIT BAY DESIGN. LLC THESE DRAWINGS PRIOR TO START OF SCALE : DRAWING NO.. 43 BREWS TER ROAD CoNSTRUCTION.THE BuaDINGcoNrtucTOR A MASHPEE,MA. 02649 IN THESE ESEDRA DRAWINGS IF FONSTRUOR THE TION 1/YI1 = 11-011 PH.(508)274-„66 CURLEY RESIDENCE NTHEBEDRAWNGGIFppNSRNpTON 8 COMMENCES WITHOUT NOTIFYING THE FAX(5O 539-94OZ DESIGNER OFANV ERRORS'OR OMISSIONS. THESE DRAWINGS ARE SOLELY IT HE USE .DATE TE THESE THE DRAWINGWNER REQUIRES TNER USE OF /'1 THESE DRAWINGS NOTE THE R U"E O CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION 149 OLD STAGE ROAD CENTERVILLE, MA 11i30i2015.. . ACT OF�990. 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No OatbW BOCosratmctedof©0as150Pmsatm aadShaBbe Water Testedm G.EL e o F.G.FG EL 47 48 . 7bWDaflyFbnv=JJOaPD AsaSeW '�I�es3haflbeCmstruefidin Garage FC to be confirmed Complies a=trghosa G With Use a2000 GelSeptic Tack Caordine0bn WiPo CObIIkf Water,end Shell halo Accordance Flow Equmed Breakout W(th 248 0WR 1.00-7.00&310 CMR 15.00. House U.46.50' As Required L-ACIENGAREA 4.AMinimranof9"OfCOveb farALl Garage El.470'Min. EL Required z000 eaten Installer To 33 Too EL. 45.51 - SSerwall 0.74(LTAR)=743.83FRegrmed SAD StmeMs B®ed ThmeFeot°eMme otSubjec! Confirm Prior 2-Compartment H_20 'SidewaR=2(12.83'+42)2'=2193SF to Vdhicularl}aBembe H-20LOdw&,rtisdwEogmem's To Any work Septic Tank D_Bax 4.97 Both-Arm-(12.83'.429-538.9 SF Reccbria-ati°n dWH-20A/wayabe Used H-2o Required Tofal Provided=75823P 6.hrsf fl WabervokRiams and Coven to Wi�m 6"ofF�hed Orede see Note 5,10&H 44. H-20 Leaching Over Septic Teak hde4 U,and Oufkt D-Bm,and Two Lee,* t'lbe \-Stable a 1��09nstalled On , Chamber Location Map: pace e LEACHNGCI AAMERDESIGN ^Raowesaretobetamersmlg"ror°0aame°r2I-Chathm. Beddihq,rs, - 1"=2.00Df' 7. S to lmmRedia Azotdasae With 310 CkIIt IJ.00� Inspection Port Jri:}ie'titiiitl3'tiff%AFJriauef�`' :.gle'e:: All Pipes to be 3cbedale 40.Use Septle yamm pee :..?!!......_._........... d£..t ...... - 4-SW GRL Leeehi ig�bma m a 248 CHAR 1.00-7.00 Letst Revision and the Town°fBenaoblc &Ballets ::::A7t:_i�viglitlq'li;�;'��,'c'b5;_�4V'(ti;ti;3';'e1; 'S . Board ofHeaNh Reguletims as Per Title 5 hut"d�.:!?iir�iriakai�::iitsif+'z::'. ieirc:.ry 12'-10"a42'Waahed Stone FieldsSbawb. B.Bowd oogbrbe Regina PVC �..,.: a 9.D-Box Sha 1hrma,M&ftumhlareeDimeresionof12•,aadahlmarm No Groundwater ASSESSORS REF.: Sump of6'. - Per r st Hole i Map 189, Parcel 088 10.Septic Teak Shall be a 2,000 Gallon,with 2 Compartments. DEVELOPED PROFILE OF SYSTEM EL 20 12OFirst Comportment ShaBHaw a Volume of Not Less Then Groundwater 1,IWGa0msmddm Scoondofl4otLsathen SSOGaOma NOT TO SCALE Per T.O.B. standard ZONE. The Compmfmmta Shall be lntamamnwhad.bys hfmtmum 410 RO-1 - VenfedlnvafedUS'hapedPipe whb a Gee Beffiem the Outlet - _-___ _-.,_ Setbacks: 11.The SW=h=Datmw Bdh floe Septic Tankhdefsmd PBRFORAfEDBY:CARMENE.SHAYRS.GS.B Front 30' Outlets Shall be No Leas[ban the Liquid Depth.later TWS Shell Ectmd SHAYENVfRONNID:ITAL SERVICES INC. Side 10' a Wmimm of lO"Below ebePlowL.me.OOdd Tes Shag Bxtmd 20.5" DECEMBPR 22,2005 Rear 10' Below the Plow fore,and Shall be Equipped With a Gas Baffle. SITE PASSED. TEST HOLE-1 EL 465' TEST HOLE-1 EL 48. OVERLAY DISTRICT: AP - Aquifer Protection District :?i?.[ [Y:I7R:RS;OREYJ ;BRf/.t9N:;;ii :::a+l$tY�DABS:QRBi' ffiCO.WIT:i;y Finish Grade ., 6• -.�. A1'(1t. 46.0 6" l3.... "47J 3•Max. - .. m ... ! .,. !i FLOOD ZONE: . 9"Mtn Compacted Fill ?.. � � Filter 30 S .JgYk#18 1, �q4,p 7?1, ,;,,,if.,1 3,,,'ljE l,, u,0 Zone X(not 0 flood zone) Fabric � " FEff Map J July 16, 014 And/Or PALEBROWN PAIR BROWN Effective July 16, 2014 1/8"- 1/2" / M®WMSAND AMRIMSAND Pea Stone sou condition to be,wriaed 36" 43J 36" P 4S0 H-2o / / / by the en9Neer 25QAIlONSIN8MIN 25OALLONSINBMIN. VARIANCES: LEACHING Doubie wosnee N b1e 1 " h oe ties or iaeearranoa E L0 / 144" PERCRA7E<26@OB4(LTAR-0.74) 5 144• PERCRA0B 2MIN/IN(LTAR-0.74 Depth of system 6'max. stone Nl (n5 1 (Rt0@IDwAT®t rlrooilN2Ba® tH1fH/MIWA7H[ENcouxrmtBD 36.0 CHAMBER Ba ,, ` no increase in flow with vent awe 0f 6� ` A/�e O t en1 wen 4'- 10""� I 1 BRB\ 12'- 10- - 1 i /1 Fn r- OR 8 r ,/,..� sn5 CROSS SECTION OF CHAMBER >d,` NOT TO SCALE 0. be 42.9' \ � - � Proposed . Existing tank co &a-box to ea \ I ` e0 sn Removed j I i I I i1 Proposed, \ \ �• 1 ,' /r ``I`. A AddltlorL Lot Area 33.5' i a 17.236±SF o FScp ! / o I N l o O / / Ana ;_ t--___I '� � a / f---___----- Legend: j / ( Pets / ! l J__( y (6 ---- cn,snee snnr odes Q Iron Pipe '�op / �� _ .)``� ------ A ---------------------- .,a _ . p. Spike Found a 0 i� i f -_-=�)/ - / h El BOB - Barnstable Road Bound 5° i __ i W _ u. I m (Q O Utility Pole ///y// % 1 sty w/f OHW- Overhead Wires // -�, Dwelling / / y ---- F .. 25-- Elevation Contour / y 8T82'-S82.01'10"W_ F d y ( /fir/ �o- / - i/'i55 1p9 41.6 'PT /Fnd --- --- cCedar Tree Q og DNIL Deciduous Tree 48168 ¢pN� � ?O/1' � � W N/F Jr Driveway Easement .aa.. E� Fnd r 576.46'p0• William T Myrick See Plan Book 107/5 0oe G/STEP 0� o \ Frrd r f /ONAL '9 r\ r 0 Coniferous Tree e \ r Rev.:Add Garage, Septic line, and 2 Compartment Tank 2 24 2016 TITLE: Site Plan PREPARED BY: PREPARED FOR: NOTES: Proposed Improvements CapeSury by The structures shown were loon (o on the ground = by conventional survey methods on (or between) nl Engineering Fe 7 Porker Road Jane & Michael Curley 281OCT115 and 12/JAN/16. y AtSuffivancowulti.g, Osterwlle MA 02655 149 Old Stage Road Ina (sae,4s°-"'<(aa8" "'S'°' Centerville, MA. 02632 ) property �/(] (tlaelaza33u"Pa Bat669�71+erbrltaaa0stemua.w,o266s e�esurMr�pacad.n.l 2. Theline information shown hereon was 149 Old Stage Road ashea,i•tn•an , awwwnlrenam compiled from available record information. Barnstable ) Massa ) p g' CenferVllle 2p p 10 20 40 80 3. This Ian is not for recording and is not to be � Draft: CTR, RRL Field: WHK used for construction layout or deed description DATE: January 25,2016 SCALE:. 1._20< Review: JOD, RRL Comp.: CTR, JOD, RRL purposes. Project: 3500018 Project: M. CURLEY 4'S' 1S•_10• W P.T.4 x 4 POST W/ 2'-(• 2'4r 13'5" 75• 3'S' 17-4" AZEK CASING&7' HIGH BASE • ANDERSEN A21 ANDERSEN S TW2442 bowle - B I I I I 4 A4 DECK E 'v COVERED FH-VAC I I I I ;, N. B ENTRY I I I I ANDERSEN =? A4 3'-6" o F o ACCESS a 2'B"x 6'6' LHAI -WAL Fig PANEL UP Y I CLOS.FOLDING 6W0BEAA _a SINK .Cl o U.CI ANDERSEN © REF]. ANDERSEN TW2442 4 A251 2'-0' 7d' v © ANDERSEN b A251 COVERED ENTRY ———————— — ROOF 5, --------- -- BELOW 6 x 8 WOOD BEAM ABOVE GARAGE 4'4' o 4 4 ® P.T.4 x 4 POST W/ 4 `° ;; OFFICE TV N AZEK CASING&7" HIGH BASE 6xa WOOD ANDERSEN BEAM ABOVE ANDERSEN ANDERSEN ANDERSEN TW2442 a TW2442 A251 A251 'A A 6 PKT.DOOR A 4 A4 4 BUILT-IN BUILT-IN A4 a CAB. CAB. TILED § § BATH � I � 9'0 X 7 0'O.H.DOOR O L J CONC. JANDERSEN APRON T 442 NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 3'S' 9'-0' 3'S• &DIMENSIONS IN THE FIELD 1e ) 2. CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 16-0' DETAILS,&FINISHES IN THE FIELD WITH OWNER FIRSTFLOOR PLAN SECOND FLOOR PLAN 3.) ROUGH OPENING HEADIR TFLLOORTOBE6 8HEIGHT OF S A OV UBFLOORSAT 4-) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS ©SMOKE DETECTOR STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 5.) 110 MPH EXPOSURE B WIND ZONE Q CARBON MONOXIDE DETECTOR 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, HEAT DETECTOR OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY SULLIVAN ENGINEERING FOR ALL PROPOSED&EXISTING DETAILS IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ALL SIMPSON COMPONENTS TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS FENESTRATION SKYLIGHT I CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL TO BE 3000 PSI U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 0.32 0.60 . Za 30 I 16/19 10(2 FT.DEEP) 10/13 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION NOTES: 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS INSTALLERICONTRACTOR. 15. ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED COTUIT BAY DESIGN. LLC NEW GARAGE FOR: THE DESIGNER 9HALLBENORFIED IF CONTRAC SCALE : DRAWING NO.ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF EaF70 43 BREWSTER ROAD CONSTRRESONSIBLEF RTH CONTENTOR 1/4" — 1'-0"WILL BE RESPONSIBLE FOR THE CONTENT C U R L E Y RESIDENCE IN THESE DRAWINGS IF CONSTRUCTION MASHPEE ,MA. 02649 COMMENCES WITHOUT NOT FY NOTT DESIGNER OF ANY ERRORS ORNG THE pNS PH. (508)) 274-1166 OF THESTHE OWNER S ARENOTED.ANY OTHER THE USE DATE : FAX(508) 539-9402 CONSENT TO FTlEOTEO.ANYOTHERUSE OF Al 149 OLD STAGE ROAD CENTERVILLE, MA THT01FE9 RALCOPYRIGHT THE 2/2/2016 CONSENT OF THE O INGS REQUIRES THE R WRITTEN ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1590. CUSTOM 24•SQUARE CUPOLA, VERIFY MFR.8 ALL DETAILS W/ OWNER 12 5 AZEK CROWN PEDIMENT HEAD W/LEAD CAP AZEK 1 x 8 FASCIA 8 tK E 1 x 8 SOFFIT W/ ALUMINUM GUTTERS 9FFLATE TOP OF PLATE AZEK t x 4 TRIM K t x 8 FRIEZE ID-ATLANTIC PVC W!T SILLL± 12 SHUTTERS OR EQUIV. iv gF7 VERIFY COLOR - m TOP OF PLATE TOP OF PLATE . Ila L%COND WALL AT KNEEWALL FLOOR SECOND FLOOR LOOR SUBFLOOR TOP OF PLATE TOP OF PLATE v v TOP OF FOUND. TOP OF FOUND. CARRIAGE HOUSE STYLE O.H.DOOR RIGHT ELEVATION FRONT E L E VAT I O N VERIFY ALL DETAILS,MFR.W/OWNERS P.T.4 x 4 FOST W!CASING 8 7'HIGH BASE BASE ✓ AZEK 1 x 8 FLYING RAKE BOARD W/1 X 3 DRIP BOARD 8 1 x 4 SUB-RAKE BOARD 40 YEAR ARCHITECTURAL _ 12 GRADE ASPHALT ROOF - 5 SHINGLES GAF OR CERTAINTEED (VERIFY COLOR W/OWNERS) TOP OF PLATE TOP OF PLATE 12 TOP OF PLATE AT OF PLATE AT KNEEWALL . AZEK DECKING LLLJI &RAILING El SECOND FLOG i SECOND FLOG SUBFLOOR SUBFLOOR TOP OF PLATE - TOP OF PLATE OVERHANG W/BRACKETS VERIFY ALL DETAILS IN THE FIELD W!OWNERS ❑ ❑ TYP.W.C. SIDING 5'TO WEATHER v m AZEK 1 x 8 CORNER cO BOARDS IL FOUND. TOP OF FOUND. TOP OF FO ' REAR ELEVATION LEFT ELEVATION- THE GARAGE DESIGNER DRAWINGSSHALL PMOE TNOTIFIED TART OF SCALE : DRAWING NO.: \ NEW GAS V �G E FOR: ERRORS CTION.SIGNS ARE FOUNDR t//'1L u THESE DRAWINGS PRIOR RE FOUN OF CONSTRUCTION SISLE FORTH CONTRACTOR TOR 1/4" - 1'-O" 43 BREWSTER ROAD INILL THESE DRAWINSLE FORTHE CGHtNNT C U R L E Y RESIDENCE IN THESE OF AN ERRORS OR OMISSIONS. MASHPEE ,MA. 02649 COMMENDES WfTHDUTNDTIFY NG THE i L� Q 7 cG THESEDESIGNER WIAGSARRORSOROMISSIONS. DATE : PH. (SOVQf)274-1166 THESE OWNER NOTED. AYOTHER THE OF FAX 50V 537-A4OG OF THESE DRAWING REQUIRE THE EWRITTE c 149 OLD STAGE ROAD CENTERVILLE, MA ARCHMERAWINGCOPYRIGHTPR WCTION 2/2/2016 A2 CONSENT OF THE DESIGNER UNDER THE ARCNRECTURAl COPYRIGHT PROTECTION' ACT OF IMIL P.T.4 x 4 POST W1 AZEK CASING&T' 10'DIA.CONCRETE SCNOTUBE HIGH BASE.FASTEN W W/24'DIA.BIGFOOT FOOTING 4'$' 15•-10' TO BEAMS W/SIMPSON 4'-6' 16-10, TO 4'0'BELWO GRADE.USE - LCE4 POST CAP.USE SIMPSON ABU44 POST BASE CORNER CONNECTION DETAIL � ---- 2-2x8BEAM w1 . ONCRETE I r------ -----� I I N PATIO I I 4'CONIC.SLAB W/6MIl e B I POLY UNDERNEATH I I B 6 B N I I I B I A4 " 4 ----J ------------'I I I 4 3-2x6HDR. I I I L- A4 3'-T DROP TOP OF WALL————— I I I a POS S FROM ABOVE AT ENTRY DOOR I P.T.2x8's@ I I ,6 0.a I I I I I I I _ I 8'CONCRETE I —— 2K 2J 3 z FOUNDATION P.T.2 x 8'B I 3-2 x 8 HD c; WALLS 16"O.o. 'P ZD goI I Z 2K,2J n I rFOOTINGSN O I 2-P.T' 2.1115 I I GRADE°W GARAGE I I a< "� 4-4" (4"CONC.SLAB I I 10'DIA.CONCRETE SCNOTUBE 4 N I I PITCH 2'TO O.H.DOOR I W/24'DIA.BIGFOOT FOOTING N I I W/6 x 6 W WF EMBEDDED I I TO 4'0'BELWO GRADE.USE &6 MIL POLY UNDER I I SIMPSON ABU44 POST BASE I I I I I I I I 2K,2J 2K,2J I I I I 3-2x6HDR. 3-2x6HO � q I A A A I I I I A4 2K2J P TS FROM 2K 2J A4 I I I i I I I E I I DROP TOP OF WALL I I AT O.H.DOOR ( I POSTS F OM L- ABOVE SOLID BLOCKING IN THE- . ----------J I OUTSDE TWO JOIST BAYS AT 48 D.C. CONC. —————————— ——— 3K,2J 3-1 3/4"x 11 7/8'LVL HEADER 3K,2J APRON 3 3° L 9 E' 3 3' FOUNDATION PLAN SECOND FLOOR FRAMING PLAN i I 15" INSTALL 5/8'ANCHOR BOLTS AT 24"D.C.MAX. W/SIMPSON BPS 510-3 BEARING PLATES PLACE BOLTS WITHIN 6'-15'OF EACH 6° 9' CORNER AND TO A B"MINIMUM DEPTH j INSTALL FLASHING UNDER I HOUSEWRAP&DECKING DECKING o FLOOR JOISTS U z P.T.2 x 6 SILL W/SEALER P.T.2 x&s @ 16"o.c. d N m INSTALL PEEL 8 STICK E RUBBER MEMBRANE BETWEEN LEDGER& SHEATHING P.T.2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS 18"o.c.STAGGERED W/JOISTS HANGERS ' ANCHOR BOLT DETAIL DECK DETAIL THE DES GNEREa[::K COTUIT BAY DESIGN, LLC NEW GARAGE FOR• CONSTRUCTION. SHALL BE UIDING CDIFANY ERRORS OR OMISSIONS ME FOUND ON SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WI�BERE�N THE BI. ORTHECONTE"ENT 1/4TOR " = 1'-0" IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF CURLEY RESIDENCE OF'a OWNER NOTED.ERRORS OR DATE : A3 MASHPEE MA. 02649 IESED DRAWINGS RESOL OOMISSSEff THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508)274-1166 TI,ESEDRAWINGSREQUIRE9,„EW"IEO 2/2/2016 FAX(508) 539-9402 149 OLD STAGE ROAD CENTERVILLE, MA �OOr 1990F THE DES GNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION 4'-6- 16.10, TYP.WALL CONST. MULTI LVL RIDGEBEAM TYP. ROOF CONST. 4 x 6 POST FROM RIDGE 1.2 x 6 STUDS @ 16-o.C, -2 x 12 ROOF RAFTERS DOWN TO 2 1 3/4•x 9 S 2.1/7'PLYWOOD SHEATHING 2 x 4's 16-oxo -5/8"CDX PLYWOOD ROOF SHEATHING 2 x 4's 16"o.c. LVL HEADER W/4 z 6 POST � � UNDER EACH END 3.6"(R=20)BATT INSULATION 12 lh— -ASPHALT ROOF SHINGLES 4.1/2"GYPSUM BOARD 151-8.FELT PAPER 12� 5.W.C.SHINGLE SIDING -SPRAY FOAM INSULATION 6.TYPAR VAPOR BARRIER / / \ \ @ SLOPED CEILINGS(R=38) :a B TOP OF PLATE /6 x 8 WOOD BEAM \ -AMALL NRAFTER NDSICANE CLIPS TOP OF PLATE I 2 x 8's @ 16'o.C. 12 B \ \ ICE!WATER SHIELD AT BOTTOM GYP.BOARD 12 �8 / 3'0'OF ROOF \ \ zo - VENT BETWEEN RAFTERS 0"x 3 STRAPPING WIND W o / \ -WIND WASH BARRIERS ALUMINUM DRIP EDGE m TOP OF PLATE / \ aye /; ATKNEEWALL OFFICE STAIRWAY 77 A SIMPSON HCP•2 3/4 T 8 G PLYWOOD HIP CORNER § SUBFLOOR-GLUED&NAILED PLATE SECOND FLOOR SECOND FLOOR 2 x 6 RAFTERS SUBFLOOR SUBFLOOR 2 x 12's @ 16°D.C.- - i6'D.C. TOP OF PLATE TOP OF PLATE in _ 5/8'FIRECODE GYP.BD. 4 "� 2-2 x 8 BEAM ON i x 3 STRAPPING @ 16" FASTEN TO POST o.c:IN GARAGE W/SIMPSON LCE4 H €� POST CAP,CORNER b ji CONNECTION m GARAGE j rHVAC J �I (4"CONC.SLAB i:+ - PITCH 2'TO O.H.DOOR - TOP OF FOUND. WI 6 x 6 W WF EMBEDDED TOP OF FOUND. P.T.2 x 8's @ 16"o.c. 8 6 MIL POLY UNDER A A TYP.8"CONCRETE 4 A4 FOUNDATION WALLS Wl SEALERILL 9 W/8"x 1B"CONCRETE v FOOTING TO 4'0'BELOW GRADE W/KEY io 70 L J SECTION @ GARAGE B SECTION GARAGE A4 4 x 8 POST FROM RIDGE SOLID 2 x 8 BLOCKING IN THE OUTSIDE DOWN TO 3 1 3/4"x 9 1/Y TWO RAFTER 8 CEILING JOIST BAYS LVL HEADER W/4 x 6 POST @ 48"o.c.,ALLOW SPACE FOR AIR ° UNDER EACH END FLOW ON THE UNDERSIDE OF ROOF SHEATHING NAILING SCHEDULE - 110 MPH EXPOSURE B WIND ZONE ROOF F RAM I N G PLAN JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2.10d EACH END NOTES: RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END 1.) ALL ROOF RAFTERS TO BE 2 x 10's WALL FRAMING: UNLESS OTHERWISE NOTED TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS 2.) USE SIMPSON H2.5 HURRICANE CLIPS STUD TO STUD(FACE NAILED) 2-16d 2-16d 24 o.o. AT ALL RAFTERS ENDS HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES FLOOR 3.)VERIFY GUTTER TYPE/LAYOUT JOISTT SILL,T: W/OWNERS JOIST TO SILL,TOP PLATEN GIRDER(TOE NAILED) 2-8d 2-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10tl EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK TYPICAL ASPHALT LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST ROOF SHINGLES JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3.10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST 5/8"CDX PLYWOOD SHEATHING BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-16d PER FOOT 2 x 10 RAFTERS 15#FELT PAPER ROOF SHEATHING: SIMPSON H 2.5 HURRICANE CUPS WOOD STRUCTURAL PANELS(PLYWOOD) WIND WASH �� 3'0'WIDE ICE/WATER SHIELD RAFTERS OR TRUSSES SPACED UP TO 16'D.C. 8d lDd 6"EDGE/6"FIELD BARRIER RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d 10d - 4'EDGE/4'FIELD ALUMINUM DRIP EDGE GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Bd 10d 6"EDGE/6'FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGEl6'FIELD 1 x 3 STRAPPING W/ FASCIA,FRIEZE,8 SOFFIT BOARDS W/STRUCTURAL OUTLOOKERS 1l2'GYPSUM BOARD TO MATCH EXISTING GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4'EDGE/4•FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS -- 7'EDGE/10"FIELD TYP.2 x 6 WALLS - WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24'o.c. Bd 10d 6"EDGE/12"FIELD 112"&2513Z FIBERBOARD PANELS 8d — 3•EDGE/6'FIELD 1I2"GYPSUM WALLBOARD 5d COOLERS — 7'EOGE/10'FIELD ROOF/WALL DETAIL FLOGRSHEaTU WOOD STRUCTURARA L PANELS(PLYWOOD) 1°OR LESS THICKNESS 8d 10d 6'EDGE/12'FIELD SCALE:112"=1'-0" GREATER THAN I"THICKNESS 10d 16d 6"EDGE/6'FIELD SIG ER SHALL BE Ea E:K 0 COTUIT BAY DESIGN, LLC NEW GARAGE FOR• THEDEDRAWINGSPRIORTOSTAR IOF SCALE : DRAWING NO.: ERRORS OR onflssloNs ARE FOUND ON THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WILLCON BE UC RESPONSIBLE FOR CONTRACTOR 1/4-1 = 1'-011 WILL BE RESPONSIBLE FOR THE CONTENT CURLEY RESIDENCE IN THESE DRAWINGS IFCOOROMTION MASH PEE MA. 02649 COrS IGNER OF ANY OMMENCES WITHOUT NOTIFYING THE A4 f OF EORAWINGSARESOLE�VFORTHEU9E DATE PH. (508 27A-1166 THESE OWNERNOTEQUIRES OTHER USE FAX(`15007/)L5/3`f9-94C0V2 14 9 OLD STAGE ROAD C E N T S RV I L L E, M A THESE ORAwINGs REQUIRES THE WRITTEN n/�/no 1 s v6 CONSENT OF THE DESIGNER UNDER THE L L ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1890. i { 30'-0" UP o EE-4 ® � � � ® GARAGE t WORKS1-O w � v TAPROOT DESIGN INC. 37 Birch Street Marblehead, MA 01945 Tel 781.639.4616 p Cell 781.664.2304 scale: 1/4'=1'-O" V v date: 09/01/08 dram by: VLH GROUNID FLOOR PLAN 1 G to ti_ 0 _ I - - - - - - off i H I IEl STORAGE ( � w I I I I TAPROOT I DESIGN INC. — — — — — — — I 37 Birch Street — — — I Marblehead, MA 01946 L Tel 781.639.4616 Cell 781.664.2304 scale: 1/4'=I'—O" date: 09/01/08 drawn by VLH ATTIC FLOOR fi= l_._ AN 12- MAPOUE X GRAPHIC SCALE 20 0 10 20 40 ` oavga^ f� i inch = 20 ft E - , 0 40 0 , N 6 6 2 6 5 0 a* IV writ IP 66 Dg 00 (FND) .f aip mb x200EwwTeo arNeilun N �0 59 LOCUS MAP cs (FND) / �. �����i� - PLAN REF. 107-5 F2 ` �'`'�a� DEED REFS 21895-293 " �� ASSESSORS MAP- 189-088 7 Pi ea ZONING. ', , A l� _; SETBACK5• 30 —10 —10 (� , S E . o Se(� a' '1 �� �� FLOOD ZONE . C 6VF2 `'fie '� PANEL NUMBER- . , 250001 0015 C A S . DATED. 08-19-1985 C ho ,. oNc 17292.4 SQ. PLOT PLAN OF LAND PAD 0.4 ACRES LOCATED AT 149 OLD STAGE ROAD }. 0 CENTER VILLE MA. .... < .. ., W 87.82 rn 82°00 .54 0 PREPARED FOR- Is, s4• -- „ W z MICHAEL P. CURLEY 91 20,, F. 7.3ft JUNE 19, ,2008 t ; S68 �2 8 F S 41 .66 r 5' 44" W Y REV.•_ 32 �5 ��t+asg4 REV. 1•,_ f REV sn YANKEE LAND SURVEYORS A., & CONSULTANTS P.O. BOX 265 a & s UNIT 1, 40 INDUSTRY ROAD MARSTONS MILLS, MA 02648 TEL 508-428-0055 FAX 508-420-5553 .vo $ ,. SHEET 1 DF 1 54385 JF ,A' Y Y P.T.4 x 4 POST W/ 2'-8' 2'-0' 13'S" 7-5' 3 S' AZEK CASING&T HIGH BASE ANDERSEN ANDERSEN S N A21 TW2442 B4 - II II I I I W " A4 2'8•x 66" A4 HVAC }' vENTRB E —/ Y ANDERSEN AOERED 3$•DECK o � 6 m PANEL _ ACCESS tD I CLOS.FOLDING IH WAL _4UP 4 % W 6x8WO I ) x BEAM AB _� SINK '/I f'P Ld/' r PAnn __— — _ - ANDERSEN q. J ANDERSEN - TW2442 iq © o P A251 2'-0' 7�' < © TBAR ANDERSEN A251 "4 COVERED — ——— tp ENTRY ___ —_ — —__ ROOF BELOW BEAM A � BEAM AB VE GARAGE q ® P.T.4 x 4 POST W/ 4 4 `° OFFIC TV "�-�r,, tt N AZEK CASING&7" N t4 Q HIGH BASE ap ———— 6 x 8 WOOD ANDERSEN BEAM ABOVE ANDERSEN t AWNSTW2442 TW2442 ANDERSEN ANDERSEN I A251 '4 2'6"x 6'8• (�, �r'�. ' A PKT.DOOR I T` V �V'I 4 A4 v 4 BUILT-IN BUILT-IN d,A4 v CAB. CAB. TILED / ' I 4 BATH �u>�e O ex c,c /A J 9'0'X 7'0'O.H.DOOR L J Ir AFRO [NDERSW2442 EN NOTES: APRON 8'1" 1.' CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS T-W 9'-0• 3'-6" &DIMENSIONS IN THE FIELD .V,f l un 18'-0° i6•-0° 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER FIRST FLOOR PLAN SECOND FLOOR PLAN 3' ROUGH OPENING FIRST FLOOR TOB HEAD S"ABOV/S WINDOWS F RSAT P4 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS ��/� ©SMOKE DETECTOR STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 1/ 5.) 110 MPH EXPOSURE B WIND ZONE (D CARBON MONOXIDE DETECTOR 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, y ®HEAT DETECTOR OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY SULLIVAN ENGINEERING FOR ALL PROPOSED&EXISTING DETAILS IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ALL SIMPSON COMPONENTS TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL TO BE 3000 PSI U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 0.32 0.60 49 20 30 15119 10(2 FT.DEEP) 10113 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION NOTES: 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION' + ' 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS INSTALLER/CONTRACTOR. 15. ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED THE DESIGNER SHALL BE NOTIFIED IFANY ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR LLC NEW GARAGE FOR• •I�-OTT DRAWING NO. COTUIT BAY DESIGN. WILL BE RESPONSIBLE FOR THE CONTENT 1/4„ 43 BREWSTER ROAD COMMENCES THESE WITHOUT CONSTRUCTION ESRAWIN WITHOUT NOTIFYING THE DESIGNER OF ANY ERROR90R OMISSKINS. DATE MASHPEE ,MA. 02649 CURLEY RESIDENCE OF EOWNER NOTED OF THE OWNER NOTED.ANY OTHER USE OF PH. (508) 274-1166 THESE DRAWINGS RF061WSTMEWRTTEN 2/2/2016 Al FAX(508) 539-9402 CRCHITE OF THE DE3IRIGH UROTECTI 149 OLD STAGE ROAD CENTERVILLE, MA �OFIWO. COPYRIGHT PROTECTION p� CUSTOM 24"SQUARE CUPOLA, VERIFY MFR.8 ALL DETAILS W/ OWNER 12 5 AZEK CROWN PEDIMENT HEAD W/LEAD CAP AZEK I x 8 FASCIA& K 1 x 8 FRIEZE 1 x 8 SOFFIT W/ ALUMINUM GUTTERS 9F�pLATE _ TOP OF PLATE - AZEK t x 4 TRIM7-11 K I x 8 FRIEZE ID�ATLANTIC PVC Wl2'SILL 12 SHUTTERS OR EQUIV. 12� VERIFY COLOR N PLATE TOP OF PLATE I TLT�OEWAALLL AT KNEEWALL 12 R _ ND FLOOR - SECOND FLOOR LOOR SUBFLOOR TOP OF PLATE TOP OF PLATE m 0 TOP OF FOUND. TOP OF FOUND. CARRIAGE HOUSE STYLE O.H.DOOR RIGHT E L E VAT I O NAZEK FRONT ELEVATION VERIFY ALL DETAILS,MFR.W/OWNERS P.T.4 x 4 POST W/BASE CASING&7`HIGH BASE LLL 11 AZEK 1 x 8 FLYING RAKE BOARD W/1 X 3 DRIP BOARD&1 x 4 SUB-RAKE BOARD - 40 YEAR ARCHITECTURAL 12 GRADE ASPHALT ROOF 5 SHINGLES GAF OR CERTAINTEED (VERIFY COLOR W/OWNERS) TOP OF PLATE TOP OF PLATE 12 8� FM TOP OF PLATE TOP OF PLATE AT KNEEW.4Ll AT KNEEWALL T, AZEK DECKING .� $RAILINGS 4 SECOND O SECOND FLOO SUBFLOOR SUBFLOOR TOP OF PLATE TOP OF PLATE OVERHANG W/BRACKETS VERIFY ALL DETAILS IN THE FIELD W/OWNERS TYPSIDING W.C. O NGLE WEATHER SIDING 5'TO WEATHER Y m AZEK i x 8 CORNER °D BOARDS a TOP OF FOUND. TOP OF FOUND. - REAR ELEVATION LEFT ELEVATION E DES GNER SHALL BE ERRORS OR MISSIONS ME FOUND ONFIED IF ANY SCALE DRAWING No. COTUIT BAY DESIGN, LLC NEW GARAGE FOR: WITHESE BERREESPO g� E�N, 1/4 1 -0 i CONSTRUCTION.THE BUILDING CONTRACTOR 11 11 43 BREWSTER ROAD IN THESECOMMENCES ESROUT CONSTRUCTION MASHPEE TMA. 02649 COMMENCES ANY OR THE C U R L E Y RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE PH. (508))274-1166 THESEDRAWINGSARESOLELY FORTHEUSE FAX(508)539-9402 OF THE OWNER NOTED ANY E0.USE OF 149 OLD STAGE ROAD CENTERVILLE, MA THESE ITECTUNGSRED UIRESTREWRRTEN 2/2/2016 A2 CONSENT OF THE DESIGNB3 UNDER THE ARCHffECTUMI COPYRIGHT PROTECTION' ACT OF 19M. P.T.4 x 4 POST W/ AZEK CASING&7" 10"DIA.CONCRETE SONOTUBE HIGH BASE.FASTEN W W/24"DIA.BIGFOOT FOOTING 4'-6' 15'-10" TO BEAMS W/SIMPSON 4'-6' TO 4'0"BELWO GRADE.USE LCE4 POST CAP.USE SIMPSON ASU44 POST BASE CORNER CONNECTION DETAIL ----------- 2-2x8BEAM S N iv \ PATIO�E I I—————4'CONC.SLAB W/6MIL——— I pl e B I POLY UNDERNEATH I H5 ( B e B N I B 4 4---- ------------ I I I A4 32x6HDR I A4 E 13'-7' DROP TOP OF WALL Y I I I POS S FROM ABOVE AT ENTRY DOOR I .`'•. P.T.2 x 8's I I ,6•D.Q. I I I I I _ I I I I I 2K,2J I 8'CONCRETE I r —— 3 FOUNDATION P.T.2 x B's @ I I 3-2 x 6 HD U WALLS 18'0.c. ;p ,y m m I I Z I 1 2K,2J %a FOOTINGS TO 2-P.T 2 x 1ft I i GR GRADE GARAGE I I 4.1. I (4'CONC.SLAB I I 10'DIA.CONCRETE SONOTUBE 9 -ivy I I PITCH 2'TO O.H.DOOR I W/24"DIA.BIGFOOT FOOTING N W/6 x 6 W WF EMBEDDED I I TO 4'0'BELWO GRADE.USE I &8 MIL POLY UNDER I I SIMPSON ABU44 POST BASE I I I I I 2K,2J 2K,2J - I ;p 3-2x6HDR 3-2x6 . A I A A HD A 4 I I I I A4 4 2K,2J PO TS FROM 2K,2J A4 I I I I I I IAS VE DROP TOP OF WALL _ I I AT O.H.DOOR I I POSTS F OM _ I ABOVE SOLID BLOCKING IN THE �---- ----------JOUTSIDE ———————— I AT 48"o.c.TWO JOIST BAYS 3-1 3/4'x 11 7/8"LVL HEADER 3K,2J 1 CONC. APRON T-3" 9-6' T-3' 16-V FOUNDATION PLAN SECOND FLOOR FRAMING PLAN I I 15" INSTALL SIB'ANCHOR BOLTS AT 24"D.C.MAX. W/SIMPSON BPS 5183 BEARING PLATES I 8" 9' PLACE BOLTS WITHIN 6'-15"OF EACH I INSTALL FLASHING UNDER CORNER AND TO A 8'MINIMUM DEPTH I I HOUSEWRAP&DECKING I DECKING FLOOR JOISTS jr2l... 7: i P.T.2 x 6 SILL W/SEALER P.T..2 x 8's @ 16"o.c. e � N INSTALL PEEL 8 STICK RUBBER MEMBRANE Q BETWEEN LEDGER& SHEATHING P.T.2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS ANCHOR BOLT DETAIL ,e"D.D.STAGGERED W/JOISTS HANGERS DECK DETAIL THE DESI D IF ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW GARAGE FOR: CONSTRIGNION.THER LBILDINGE NO CONTRACTOR THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WILL BERESFOO.TBLE FO THE CONTENT OR 1/411 = 1'-011 WILL ES RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTIONE COMMENCES WITHOUT SOLE YINGTHE DESIGNER OF ANY ERRORS OR OMISSIONS. M . (508) MA. 02649 U RLEY RESIDENCE OF THE OWNER NOTED.ANY OTHER USE OF DATE THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508))274-1166 THESE DRAWINGS REOUIRES THE WRITTEN 2/2/2016 FAX(508)539-9402 149 OLD STAGE ROAD CENTERVILLE, MA ACTOFTDFTHEDESGNERUNDERTHE A3 ARCHITECTURALCOPYRIGHTPROTECDON ACT OF 1590. 4'-6' 1s-10 TYP.WALL CONST. MULTI LVL RIDGESEAM TYP. ROOF CONST. 4 x 6 POST FROM RIDGE 1.2 x 6 STUDS @ 169 D.C. -2 x 12 ROOF RAFTERS @ 16'O.C. DOWN TO 2 1 3/4"x 9 112' 2.1/Z'PLYWOOD SHEATHING 2 x 4's @ 16'O.C. -5/8"CDX PLYWOOD ROOF SHEATHING 2 x 4's @ 16"O.C. LVL HEADER W/4 x 8 POST - 3.6'(R=20)BATT INSULATION t2 -ASPHALT ROOF SHINGLES 1 UNDER EACH END 4.1f2"GYPSUM BOARD 5 •15LB.FELT PAPER 74 5.W.C.SHINGLE SIDING -SPRAY FOAM INSULATION .1 S.TYPAR VAPOR BARRIER / / \ \ @ SLOPED CEILINGS(R=38) SIMPSON H 2.5 HURRICANE CLIPS ;* B I I I 1 B TOP OF PLATE /6 x 8 WOOD BEAM \ AT ALL RAFTER ENDS TOP OF PLATE 2 x 8's @ 16'o.C. 12 A4 / \ ICE/WATER SHIELD AT BOTTOM L �8 4 I P.A-GYP.BOARD \ \ 12 3'0'OF ROOF ON,(x 3 STRAPPING \ \ - VENT BETWEEN RAFTERS WIND W c -WIND WASH BARRIERS @j 18"O.C. \ \\ -ALUMINUM DRIP EDGE OP OF LL KNEE AT A / \ OFFICE STAIRWAY _ SIMPSON I HCP-2 3/4"T&G PLYWOOD HIP CORNER § SUBFLOOR-GLUED&NAILED PLATE SECOND FLOOR SECOND FLOOR SUBFLOOR SUBFLOOR 2 x 8 RAFTERS 2 x 12's 18°o.a 16"0.c. TOP OF PLATE TOP OF PLATE _ m `-518'FIRECODE GYP.BD. Q v' ON 1 x 3 STRAPPING Q 16' m 2-2 x 8 BEAM o.c,IN GARAGE t� FASTEN TO POST W/SIMPSON LCE4 POST CAP,CORNER b CONNECTION GARAGE m HVAC �1 (4"CONC.SLAB c+ PITCH 2"TO O.H.DOOR TOP OF FOUND. W/6 x 6 W WF EMBEDDED TOP OF FOUND. P.T.2 x 8's Q 16"D.C. &6 MIL POLY UNDER A A TYP.B CONCRETE SILL FOUNDATION WALLS W/SEA ER 4 W18'x 1 B"CONCRETE e FOOTING TO 4'0"BELOW GRADE WI KEY m �? p SECTION @ GARAGE L J e SECTION GARAGE A4 4 x B POST FROM RIDGE SOLID 2 x 8 BLOCKING IN THE OUTSIDE _ _ DOWN TO 3 1 3/4"x 9 1!2" TWO RAFTER&CEILING JOIST BAYS LVL HEADER W/4 x 6 POST @ 48"o,o.,ALLOW SPACE FOR AIR UNDER EACH END FLOW ON THE UNDERSIDE OF ROOF SHEATHING NAILING SCHEDULE - 110 MPH EXPOSURE B WIND ZONE RAMING PLAN RGJOFN�TMDG DESCRIPTION NO. COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF F BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END NOTES: _ RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END 1.) ALL ROOF RAFTERS TO BE 2 x 10's WALL FRAMING: UNLESS OTHERWISE NOTED - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS 2. USE SIMPSON H2.5 HURRICANE CLIPS STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"o.m AT ALL RAFTERS ENDS HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES 3. VERIFY GUTTER TYPE/LAYOUT FLOOR FRAMING: W/OWNERS JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 Od PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK TYPICAL ASPHALT LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST ROOF SHINGLES JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Od 3.10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST 5/8-COX PLYWOOD SHEATHING BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 2 x 10 RAFTERS 15#FELT PAPER � ROOF SHEATHING: SIMPSON H 2.5 HURRICANE CUPS WOOD STRUCTURAL PANELS(PLYWOOD) WIND WASH RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD 3'0'WIDE ICENVATER SHIELD BARRIER �— RAFTERS OR TRUSSES SPACED OVER 18'c.c. 8d 10d - 4'EDGE/4'FIELD ALUMINUM DRIP EDGE GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6'FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6'FIELD . 1 x 3 STRAPPING WI FASCIA,FRIEZE,&SOFFIT BOARDS W/STRUCTURAL OUTLOOKERS 1l2"GYPSUM BOARD TO MATCH EXISTING GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4'EDGE/4'FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS -- 7"EDGE/10"FIELD TYP.2 x 8 WALLS WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24-D.C. 8d 1 Od 6'EDGE/12"FIELD 1/7&25/32'FIBERBOARD PANELS 8d — 3"EDGE/6'FIELD 1/Z GYPSUM WALLBOARD Sd COOLERS — 7"EDGE/10"FIELD ROOF/WALL DETAIL FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1' 1'OR LESS THICKNESS 8d 1Od W EDGE/12'FIELD C+ SCALE:1/2"_l'-O" GREATER THAN('THICKNESS 10d 16d 8"EDGE/B'FIELD NOTIFIED a EEF70 COTUIT BAY DESIGN, LLC NEW GARAGE FOR: THE DESIGNER ION. .THEB IMNGCONTANY ERRORS OR OMISSIONS ARE FOUNDON SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD CONBERESIONSIBLEFORTH CONTRACTOR 1/4" = 1'-011 WILL BE RESPONSIBLE FOR THE CONTENT IN MASHPEE MA. 02649 CURLEY RESIDENCE DTHESEDRF ANY ERROINGS IF C RS iRUCT ON _ COMMENCES NGSARWITHOUT NOTIFYING THE A4 THESE OWNER S ARE SANELY FOR THE USE PH. (508)274-1166 THESE DRAWING REDANVOTHERUSEOF DATE FAX(508) 53s-s402 149 OLD STAGE ROAD CENTERVI LLE, MA THESE DRAWINGS COPYRRESIGHT THE WRRTEN 2/2/201s CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1590. �u -o �oo g oq 9-7 9 �00 90-O" EQ. EQ. 1'-6 1/21, 10'-5" �j v � s _ r — i l_ i— 2' I 2" I '-6 1/2" it Dw _p I w I I 11 BAT I I 3_2 11 KITCHEN E PLAYROOM _ I RED ° _ C14 \ BEDROOM I n y C'1 cn� ttt ! I F'� w - - - - - - - - - W � 2-O DININGI ROOM 13'-0" 3 01 V^ 6 1 w c DN MUDROOM u DN � DECK DN W�C�h�_26 —•—�1 I UP W I I C14 o Ln LAUNDR Ill " I revisions: UP L 1 0 w I LIVING ROOM — Lu 1 TAPROOT DESIGN INC. p I p pN I I STUDY it 11 1 37 Birch Street I Marblehead, MA 01945 w I I�f'-I" I w I PORCH Tel 781.639.4616 EQ. EQ. I Cell 781.664.2304 I FIRST FLOOR .-0" 6' " PORCH i scale: I/9"=1'_0" DN ILI date: 01/10/08 drawn by: VLH 28'-O" Jk FIRST FLOOR FLAN 1 I/411 ._._..—.....—. ._.—... —.__.__ ._ .__._.__..._...._._. ..__._...__._. ._ _ .. I I I � I I � i E--i i i I ALIGN WITH BEARING WALL BELOW Q j I o w � � I o ry m w (J-,I U I o � W I I Z C4 BATH 2 � W cx 1-� jp 1/ Z W i �. ®6 i/2" r ALIGN WITH BEARING WALL BELOW --- cr W FH — — I � a- —_ — / p revisions: w m / I I < ® / I ON R I p I �IV NOSI GDS d - - - - - - - - - - - --- - - I TAPROOT X BEDROOM i I E PORCH I DESIGN _ I I'- v2" INC. MASTER BEDROOM a I L \ � I d W I I "' V-2 1/2" 3 I/ I '-O 1/2" I I N 37 Birch Street EQ. EQ. I Marblehead, MA 01945 — — Tel 781.639.4616 Lj i ALIGN WITH EXTERIOR WALL BELOW ( Cell 781.864.2304 SECOND FLOOR PLAN i I I scale: 1/2"=1'-O" date: 01/10/08 drawn by. VLH SECOND FLOOR PLAN 1/4-0 _ -- 5:28` 5:50.5" 5:48.25' 5:24.16' H:55' H:50.5' H:34.25' H:55' :r- II'-8I/4" 9'Ln -2" M � c+l cr . 'a- 5:24.25` 5.21.5' I H:55' 5:25" Hc4G' I I �- c.2H:55' O yI TBR T1 13 320 3218 I I � � _ - ( - - - - - � locc r S:3" F— H:4c.1/4" II'-3I1/2" S:28.5" H:55' EXISTING FIRST FLOOR i= 1_. AN i { 1 I f f 1 �TYPICAL 1500 GALLON SEPTIC TANK '"` `'"" '� ' -- � _ *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. • t .. VENT PIPE ®Least 24 inches tall) SECTION A -A 10' min. from Schedule 40 PVC w/Charcoal Odor Filter NOT TO SCALESv`-. _ 9 Existing Foundation house t0 septic tank Septic took covers must be S �,, c"� c•/ PROFILE VIEW OF LEACHING SYSTEM TOF ELEV 100.25 p q D-BOX cover must be .eti�!within 6 in. of finished grade Not to Scale 3-24• DIAM. ACCESS MANHOLES J �--"`"1 �..•�- t p �1:r w/in 6' of finished grode - , ) Grade over Septic Tank - 90.00 Grade over SAS- ELEV- 9 . �--Erode over SAS - ELEV- 92-00 to 9100 e• 0 118.- f s- waaked Pe"forr /I' to 1 f/l " washed GtiveAed Stone A TOTAL OF 2 Fe'•" _:i�'.4�.r., 'P�•., ..•.:i,_,�:,...,!.;, S 0.02 - 4' PVC(CAPPED)iYJSPECTION PORT TO BE .1 r a/' t S 3 HOLE H-10 INSTALLED AND TO BE MiTHiN 6'OF GRADE INLET 1n 2 r� r y ,�149 Old Utag* IRd v DIST. BOX 3' Maximu Cover Top of SAS-Elev=88,25 i I n,' $/ z W} 0 15' ,p NEW S-0.01 or Greater S- 0.010• per foot h NNF co c i 1,500 GAL. o f / /1 FROM EXIST, FOUNDATION amp m SEPTIC TANK 0 5 Effective De -� 1 n °b° m m s o 24" Effeettive INLET / \`/ ou > H-10 Oei s°"'' 0 t` .THE- ACCESS COVERS FOR THE SEPTIC TANK, --•-I t•s c•-rr ,� CONCRETE FULL FOUNDATION) d - > (l � .- o _ t Sidewatt '':I F. I 1 l,• i• f Fire Ties Dr ) m r` n DISTRIBUTION BOX AND LEACHING COMPONENT m w It m �' 4 4 �" 4' 5 Units 2 7.33' 36,E SHALL BE RAISED TO WITHIN 6" OF 6 In.oi 3 4'-1 1 2' w > > II , FINISHED GRADE. SYSTEM PROFILE > / / a+ � II � sous �-.-••-.., ! 'n {Z compacted stone 12' STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS �`.�q,,R�rq, Not to Scale ei >y 4,65' PLAN VIEW ON ALL OUTLET TEE ENDS Effective Width Hyly d Cwrspany®2J03 NAti'rEQ c c76 Eff tive L gth I 6 in.of 3/4"-1 1/2• o m SOIL. ABS❑ PTION SYSTEM (SAS) I GENERAL NOTES I compacted ,tone UJ 3-24• REMOVABLE covERs-\ 1. Contractor is responsible for Digsafe notification, Verification of Utilities NOTE: ALL COMPONENTS MUST HAVE RISERS TO W/IN 6" OF GRADE w INFILTRATOR MODEL 3050 CH-20 LOADING>/ SUMNER & DUNBAR Bottom of Test Hole 1 Elev.=80.00 (OR EQUIVALENT) INLET and protection of all underground utilities and pipes. r� •.-.:•,,•. 4• �'' r,. 2. The septic tank and distri ution box shall be set Obs. Groundwater - Test Hole 1 Elev.= NONE OBSERVED NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30" /EFFECTIVE HEIGHT IS 24' _ 3' min�clearonca tr Irru1•r ' level On 6" of 3/4 -1 1p2" stone. s• mm_r12• min. Inlet ea ouuet e.mm :' 3. Backfill should be clean sand or gravel with no IN •i quid Isvei OUTLET " 10•mm ,�, stones over 3 in size. s -r .. - 1 ;`5'-2- 4. This system is subject to inspection during installation d:sby Carmen E. Shay - Environmental Services, Inc. e$ �•�• I Liqud aepth 5. The contractor shall install this system in accordance qwith Title V of the Massachusetts state code, the approved plan and Local Regulations. '''"'`�' ` ''d"•' 6. If, during installation the contractor encounters any 10-0• s' -e• soil conditions or site conditions that are different CROSS SECTION END-SECTION from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. fi T 7. No vehicle or heavy machinery shall drive over the PERCOLATION TEST septic system unless noted as H-20 septic components. 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Date of Percolation Test OECEMBER 22, 2005 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Test Performed By. CARMEN E. SHAY, R.S., C.S.E. 10. All solid piping, tees & fittings shall be 4" diameter Results Witnessed By. WAIVER (per BARNSTABLE BOH) Schedule 40 NSF PVC pipes with water tight joints. Excavator: SHAY ENVIRONMENTAL SERVICES, INC. 11. SITE and Surrounding Properties are Connected Percolation Rate: 2 min./inch ® 36 BELOW GRADE. to Municipal Water. Test Hole Test Hole No. 1 No. 2 DEPTH SOILS ELEV. DEPTH SOILS ELEV. 0 92.00 0 93.00 THE PROPERTY LINES ARE APPROXIMATE AND Loamy Sand Loamy Sand COMPILED FROM THE SURVEY PLAN GENERATED BY 1OYR 3/2 10YR 3/2 ED KELLOG, CIVIL ENGINNER OF CENTERVILLE, MA ENTILTED 0'-6" A 91.50 0'-6" A 92.50 "SUBDIVISION PLAN OF LAND IN CENTERVILLE, MA of IDA HINCKLEY, Sandy Loam Sandy Loam DATED NOVEMBER 3, 1952, PLAN BOOK 107, PAGE 5 and THE DEED 10YR 5/6 10YR 5/6 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 6"-30" B 89.50 ' 6'-36" B 90.00 THE SEPTIC SYSTEM INSTALLATION. Medium I Medium Sand Sand EXISTING CESSPOOL TO BE PUMPED OUT AND FILLED IN PLACE 2.5 Y 7/4 2.5 Y 7/4 30"-144' C1 80.00 36"-144' C, 81.00 I I NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE i v i FROM THE EXISTING CESSPOOL TO BE DISPOSED 0 I OF AS PER BOARD OF HEALTH SPECIFICATIONS. c96, `98, ASSESSORS MAP189 PARCEL 088 7� 0' v\ i 'ONING - RESIDENTIAL /,-1r4:N6 Perc'#1 FLOOD ZONE C Depth to Perc: 38 - 56" ��` �� \ _____ �i O Perc Rate: 2 min./inch • -� ----- Groundwater Not Observed ' �� `v 4" PVC` `� I, EXISTING - ____ THERE ARE NO WETLANDS LOCATED WITHIN A 200' RADIUS T T a0 1 VENT I 90TTo", LP -rECT WOLc_ 1=lpv, 144" 14. LE # _ v 1 1 DRIVEWAY ,. w_ _ _ OF THE PROPERTY. LEV.= 92b8, �� - ADJUSTED H2O Elev. = No Adjustment Required. MEOW • 1500 NGALLON \� )0' �- x ) f, I �, H-10 SEPTIC TANK i 1 ., • • • w • ;r�;� 1 HOISE #`\ 149 W I I �Yi•ti , �5�: I, li•�t'1 r}Y7r ` \� `� i ., J O �:' 'ti 'r r r,''� `r 1 I DDISTRIBUT10NPIBOX SHALL BE LEGEND 1 I.040 ,{' uare Fe`t + � SET LEVEL FOR AT LEAST 2 FT. t 9 4 � ,�1 12• CONCRETE COVER I O �HED L TEST F4LE #2 /� I / f�,: 3- 6•ouTttT ur..�•,w 2 Cc ELEV:= 93.00 ) I , /'' " 88X0 PROJECT BENCH MARK O z r ,'� I / / / / { XNocXours DENOTES PROPOSED TOP OF FOUNDATION i 155, i ,' / ; �� -,SS• OUTLET �� ,2' INLET ELEV - /' �• SPOT GRADE 100.00 (Assumed) Failed,' , t(� " " '� X 104.4E DENOTES EXISTING Cgas'pool ,' ����d, ' , v 1 "1as• �' �' SPOT GRADE PLAN SECTION CROSS-SECTION PL ��� /�, ,�� '��� s7• ',, � PROPERTY LINE DECK , 3 HOLE DISTRIBUTION BOX H-10 LOADING PROPOSED CONTOUR NOT TO SCALE i 97- - -- - -97 EXISTING CONTOUR 2 BEDROOM l ; t' ,,,- \ ® DEEP TEST HOLE & PERCOLATION TEST LOCATION HOUSE #14s Design Calculations Number of Bedrooms: 5 Equivalent to 550 Gal./Day (330 Gal./Day Min, per Title V) FENCE Garbage Grinder: No � ) Leaching Capacity Proposed: 550 Gal./Day Minimum (Min. V� W / tw I t\ PRIVATE DRINKING WATER WELL �C40' �z• 1�' I 1 I Septic Tank - 2 x 550 Gal./Day = Septic Tan f d I ,'� I 1\ t SOIL ABSORPTION AREA: Using percol ion rate o <2 min./inch I l� \ / Bottom Area: 0.74 gal/sq. ft. 528 sq. ft. 390.72 gallons R E V I S I 0 N S Sidewall Area: 0.74 gal./sq. ft. 224 sq. ft. - 165.76 gallons 7 Providing: = 556.48 gallons lD I �� � 6�Y N0. DATE: DEFINITION Use: (5) 3050 H-20 INFILTRATOR C B , HAVING A 2' EFFECTIVE DEPTH, (4' W x 7' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AN �I° I•t7' 4' OF WASHED STONE ON THE ENDS. PROPOSEDPREPARED FOR * SUBSURFACE SEWAGE DISPOSAL SYSTEM OF J U N E C: VITAL LIk,JO 49 OLD STAGE ROAD #26 BREWSTER_ ROAD CENTERVILLE, MA PREPARED BY: BRAINTREE, MA 021 &4 HOFMq iVd Z111,,t rARNEW E. SffA Y ENVIRONMENTAL SERVICES, INC. N . P.O. BOX 627 40 50 1sTE�No EAST FALMOUTH, MA 02536 0 20 q/iTA0' TEL/FAX : 508-539-7966 SCALE: 1 "=20' DRAWN BY: CES DATE: DEC. 27, 2005 PROJECT#SD-849 FILENAME: SD849PP.DWG SHEET 1 OF 1