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Home My WebLink About0354 GREAT MARSH ROAD - Health 64 GREAT MARSH RD., CENTERVILLE A = mar JaE�YCtFDro ' �A UPC 12534 0 � No.2-153LOR HASTINGS. UN No. Fee S THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for niopont *Votem Construction Permit Application for a Permit to Construct( )Repair(I/)-Upgrade( )Abandon( ) L'7 Complete System ❑Individual Components Location Address or Lot No. 5-Y ��p��1 �� Owner's Name,Address and Tel.No. Assessor's Map/Parcel v /°e� / /e L`A/ail I/Qh�I�� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 7 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(X0 Other Type of Building A5 51 eee& No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3130 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank �'i®!� Type of S.A.S. Description of Soil 36X l� 7 Nature of Repairs or Alterations(Answer when applicable) 7�7` if� Date last inspected: Agreement: I The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b s d offlealth. J Signed Date Application Approved by Date/1_ /9 Application Disapproved for the following reasons Permit No. r Date Issued No.0?- 7,3 Bt Fee S THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1,/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS Zippfication for M.Zpozar *p5tem Construction Permit Application for a Permit to Construct( )Repair(010)Upgrade( )Abandon( ) CJ Complete System ❑Individual Components Location Address or Lot No. 3 C,`L/ , ,t ,// /J / Owner's Name,Address and Tel.No. Assessor's Map/Parceleat�,f0 e Xa4e� Installer's Name,Address,and Tel.No. rrGG l/ ! Designer's Name,Address and Tel.No. 7 71-'� Type of Building: t Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( � Other Type of Building R�c� No.of Persons Showers( ) Cafeteria( ).� Other Fixtures Design Flow 1/Q gallons per day. Calculated daily flow 3'30 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /SDI Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) r/7e f Date last inspected: , <.r Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this B d o ealth. / Signed Date Application Approved by Date%/_.22—`- Application Disapproved forte following reasons Permit No. 7 Date Issued -------------------------------/------— ` q -- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS } (fertificate"of Compliance THIS IS TO CERTIFY,that,the On-site Sewage Disposal System Constructed( )Repaired (//)Upgraded( ) Abandoned( )by / z at /ICY r c�'N/t/(/ '� tm has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date ) I - ca Inspector -------------------------------[M-------- No. l Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTIH DIVISION - BARNSTABLE,, MASSACHUSETTS Ofigpool *pgtem Construction Permit Permission is hereby granted to Construct( )R air(/✓)Upgrade( )Abandon System located at 3S!V 6v1-61 7 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: Approved by . 1ld99 ' NOTICE: This Form Is To'Be Used For the Repair Of Failed Se0t'i"c Systems Only. _ CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERNUT)WITHOUT DESIGNED PLANS) L hlel'Z 91 hereby certify that the application for disposal works construction permit signed by me dated /f/L/157 concerning the property located at eeO*�Ol/tneets all of the following criteria: i/ The failed system is tonne`ed to a residential dwelling only. There are no commercial or business uses associated with the dwelling. /The soil is classined as CLASS I and the percolation rate is less than or=ual to 3 minutes per inch- /There are no we•.Sands within 100 feet of the promsed septic system _7nere are no private wells within 150 feet of the proposed septic system T here is no increase in flow and/or change in use proposed /There are no variances requested or needed. v The bottom of the proposed leaching facility will not be located less than five feet above the ma durum adjusted groundwater table elevation. (Adjust the groundwater table using the F rimptor method when applicable] /if the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation, Pieria complete the following: A) Top of Ground Surface Elevation(using GIS information) B) G.w.Elevation '30 +the MAX High G.W.Adjustment V _ -3 3 DIFFERENCE BETWEEN A and B SIGNED: DATE: (Sketch proposed plan of system on bade]. • 0. ram" 1 au v1 I ° i G ti TOWN OFF BA_R®NSTABLE LOCATION ,352 6raZl ✓ 1913l1 /2, SEWAGE # VILLAGE G�d9 °i/�/ll<�. ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. P ltd GOIOZ� C®es1-, 7 SEPTIC TANK CAPACITY /SV o e g1 1 LEACHING FACILITY: (type) .;VX41/` -5 (FACILITY: X 3a ' i NO.OF BEDROOMS BUILDER O�OWNJR //�.�c►a�i� PERMITDATE: lI'3—"9`7 COMPLIANCE DATE: Separation Distance Between the: _ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) ilf y9 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 6 C!i ' y -33 •6' �t' v �•"wy Yr Jai TOWN OF BARNSTABLE i•� ' G LOCATION 3 s'Y d �f�ta/s� / SEWAGE # —2 33 VILLAGE C G<9 j�L/7/��l�. ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 7 2/ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) - (sine) NO.OF BEDROOMS j BUILDER OR-OWNER PERMTTDATE: COMPLIANCE DATE: ! 4 � Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility s f 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) Il'.i / Feet Furnished by 1 i I ,; i .. _ A - _ A EIR •3 .3 CTS,INC. C. . - . . .. A1,EpQIP•Ory• 10�>D�Q�B•ODUX R9 .. - +/-MATCH E%ISTING � � � i�` ' 111111M PAW y td !01ltAl YAM101/111, 6'-4• _ ., .i. .. 'SHOWER CENTER OVERvww.Earvi,RaITECts'c W�CSD,g 'WINDOW.BELOW HALF ENCLOSURE .WALLS - NEW _ EX. CENTER OVER .BATH - - - PROPOSED DOOR BELOW NEW VAULTED - 2668 .WINDOW BELDW BATH �t S NE STORAGE KITCHEN/DINING SECOND FLOOR UNFINISHEDNNCONDITIONED _ 2668 AT: t� 2668 T_2 - E O = w x m� 6'_G• �� 354 006 E . GR A MARSH RD. \ W1Noow BELOW NEW E 'E O M . OPTIONAL OPEN RAILING. OFFICE/GYM. _ CENTERVILLE, MA EXISTING •LIMING .. : WINDOW OVER .. CENTER OVER 'CENTER OVER - BOW BELOW 'DOOR BELOW - - . THESE PW,S ARE NOT TO BE USED [Oq PERNTRNG OR LONSIRUCTION . _. PURPOSES UNtFPO.ANCPO IE SIGNED .. WH AN IX,IQNAL ARCHITECTS STAUP AND SIGNATURE h YARNED . :10'-8 - _ 4•_T• _r-O. - .AS TERN,YP•OR"CONSTRULTIW EXISTING. 'FIRS•T`.FLOOR PLAN +/ MATCH EXISTING 2-0• ?/-MATCH EXISTING _ 0M14 ERT ARCNTECTSINC ME URAP-GS AND ' SCALE 1/4•=1-0' uPIANSTI1NquAl HEREON EN REPRESEx�Ep D .NO PROPOSED CHANGES. HEREBY.ARE OWED BY AND RENNry THE PROPERTY +/ MATCH EXISTING -' - STRUCTURAL ENGINEER SHALL EVALUATE EXISTING'FOUNDATION PRIOR TO ADDITION OF SECOND FLOOR, GR ERT ARCNIOWED BYPIC NO PART HEREOF.SNML BE UPP2M BY ANY PERSON FRN,OR CORPORATION FOR ANY PURPOSE•EXCEPT WH SPEUDC�PRITTEN PROP O S E D S E C O N D FLOOR PLAN PERMISSION OF HE DRD ERT ARCHITECTS INC. SCALE:1/4"a 1•_0• - .. - PROJECT A 170614 ATE ISSUED:. PC . - - .. - Y 1 REVISIONS: . 2Xt RA R O.6• C.. 16"TJI5 0 O 16 .C. - B-RMI P'R GRESS T .. - # S•TR ET E i a a x •• �t 1 S' 16"TJIS 0.O ifi- 2X1 RA TER O'-6' REGISTRATION . SCALE:1/4'-1'-0- 2 3/4 .0 1 2 .4 8 UNLESS OTHERWISE NOTED. .. .. _ .. SHEET NO. - A 1 � A - .. A .. A.3 A.3 -TOTAL NUMBER OF SHEETS � .IN SET: \`(� PROP.OSD .ROOF FRAIv11NG. PROPOSED, :SECOND ` FLOOR FRAMING THIS SHEET INVALID SCALE .UNLESS ACCOMPANIED.BY ALE 1/4- 1' 0- A COMPLETE SET OF � ' WORKING DRAWINGS • MR ARCHITECTS,INC. . - � .. _ .. - � .. �ARCIREPLTS.MEBl11ORD®(p1BIH:BI1BDBit! =Y.Mi!'i rAwl i J—1 td(M1Y� 1 I I 700-200 - i7OD-Mo . WW1'.ERTARbH11EMC0u it III It Ht PROPOSED 43k RST 1[u00R 512E6¶N '243 d.Dp:MI17CN�XIgTW .!'1 - R E ,Y7C �y� _ EX� - SECOND FLOOR �IRST FLOOR SIZES I" 3924F3'I S101FTOOKH&XIS,11NG 3F1Rf�ODRHSI7ES,DNG ',.47kIR5,,'MAT�SIZ Is :.MUST-MEET:-EGRES NUSTIMEET�GRES II,, FFLL 1.!.,� 1 M�S!I'NEE ECRES _ :I -I MUST'1MEET'EGRESS iMUST-AIGRES$ AT: �NEW�EL09R------------- � ,:I - I� r --__----_-_______-- _ .NEW WOODEN ENCLOSURE W _(_ � ROOFfOR GAS FIREPLACE/ +1 a-� a GREAT MARSH RD. III � I 0 o a ' , �• I is I. i , �I I'! i, �FL FLOOR - - _ - 1 EXISTING/NO PROPOSED. I = -ems` '�, --_ FIRST FLOOR - ', EXISTING/NO PROPOSED CHANGES CENTERMLLE MA PR..OPOSED ' LEFT"ELEVATION ALL ROOFING,SIDING,AND TRIM DETAILS SHALL,MATCH EXISTING,.TYPICAL. .. SCALE:.1/4"=I'-0". PROPOSED FRONT . ELEVATION .. .SCALE:1/4"-=.V-O' . ALL.ROOFING,SIDING,AND TRIM DETAILS SHALL MATCH.EXISPNG,TYPICAL _ MESS PUNS ARE NOT TOBE USED . - - FOR PERMITTING OR CONSTRUCTION . �.. PURPOSES UNLESS STAVPED k SGNEO AN OtIgNAL-,UtCNITECPS . SIRIO AHD 9R"CONE R MARKED AS YERNIT SET"OR"CONSTRUCTION SEl". ' - O]O11 CRT ARFNITECTS WG THE DRAUINGS AND' OF TRE'IOE.%ARRANOUENTS.D .lL AND. PLANS INDICATED THEREON OR REPRESENTED - —EBY,ARE.OMSD BY AND REMAIN THE PROPERtt - _ - OF CRTHU OIBTECTS INC.NO PART THEREOF$HALL . .. - BE UTUTED BY ANY PERSON,FlRu,OR CORPORATION VISSIO!OF u T AR C F Y.PURPOSE E%PT�W ..PROJECT H 170614 Tn ' 77�� SPEOFlC MHIIIEN CH R TS i,.l_! DATE ISSUED: . L._.r, 'r L-1 Ili - �� - REVISIONS: .. r I';Litt r l -I. I L TJJ ,I r I tiff `7 1 :ram I I I I _L._ I Li i]J I_'_'[ - .. - ��.�, I7 Ct!:f r rr l l 1. l i r : it - LT_l _r. . -LL,� 4,I, rIrF. 243105pR`'MATCH''E%15TIF1(`:':�� .-1471p!OR'IIATC"E I �' I' '.I_I' I: 1 !'I I� r !I r1. FIRST FOOR. 13ES:. ..,.' .FIRSI�FL•0 p R:Sf2XPI5�: -�' : T�1 24}10-OR.NA7LH[XISTNOr�-'-1 "F"`Y• 43J0'iOR NA CFI'E%ISTING--r.-- -`I-. rr'21310`0R�1'1AATCN'�XISTING-`I �` MUShIA/ET-TRESS - �-. 'MUST-uEET-EGRESS' :4, :.,; RS7-.F`OpR,.g ZES. _, ,_I-_ice., F-rIR3T' OpTR-S12E5. ,. RST-FL'HXM`512�5. . SECOND FLOOR -��-' A1UST MEET.EG�ESS 1 MUSTET EGRESS-- - .MUST;�MEETrEGRESS PE . � I -iT: II TI-T If'_..il�..l .I I-T. IT_i r.S' -_ U:.,C -._CM r TI ..�- ��. _ _ PROGRESS SET NEW r(T -_---_- "(J _-- -_--- SECOND.FLOOR .. .. �,.. r ,.,. 1 -_- L 'r :f r � •!L_ �i....� 1 ..—.. I:: _I� '_.. ". _ .. - ,i,. I 1� 11�' ,i I -- __- NEW i I I :r ,Lu1�.7-7 —TI . I PR T 7_. PROGRESSE SET . 1 -tTl-�,1; Tf r -t-r:--n-r. I'MS L Lt ;L:L r t. Cl _liZ I:.,I �� 7 'il I I ill - 'II I- _ .. �FIRST FLOOR I "' - 1 _ _ FIRSTFLOORA E'KISTTNG7N�Pkb�OSE6.LHANG€S. j L'.:1 �._ 1' i iZ '�„ ,I IT 'I,' - ---- - -- Mr',I .. -.r'I'TIT''� rfn'.'=1 !:i 1� •r1rr'I'l :EXISTING/NO ROFOSED-CHANGES v.. I 1 �i II'I - REGISTRATION SCALE: 1/4'=1'-0'PROPOSED 'RIGHT ELEVATION POROPOSED REAR ELEVP;TION ALL ROOFING,SIDING,AND-TRIM DETAILS SHALL MATCH EXISTING,TYPICAL SCALE:1/4'-1'-0" - SCALE = .. ROOFING.SIDING, TRIM DETAILS SMALL MATCH EXISTING.TYPICAL. 0 ALL G L ALl C CA.l . - - UNLESS OTHERWISE NOTED. LE .. .. SHEET'NO. .: - A . 2 .. - .. _ TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY . . A COMPLETE SET OF WORKING DRAWINGS - .� J ASPHALT ROOF SHINGLES— v�' MR AX3 TRIM:PTD. 1X8 TRIM,PTD: 15g FELT PAPER - (PITCHES VARY) - - . A RIDGE CAP2x 0 RAFTERS PLYWOOD ASPHALT ROOF SHINGLES . ASPHALT 1,/2 1� SPHA . .ROLL VENT —T lllll.i711 TiC 1 S 11V C .,.SIMPSON H2:5 - .. .-- "- 1X4 RAFTER TIE®16"O.C. �. �' ) 1X10 i1 A1A�TrEH01E•DTTIDUarEO®@IW,I:.BWD�r6 'RIDGE BOARD j A\ BLOCKING d y (STRUCTURAL.SIZES / 2x,/®16 D.0 CEI �G JOISTS I it �'A� MAY VARY) 1X4 FASCIA ( �/ �; •/ P SI . 1X8 FASCIA,PTD. ASPHALT ROOF.SHINGLES IX8 FASCIA ` /� /�. JI �I� );\ /l` I*I Y mumn SEAMLESS'ALUM. - MAMORWMAM4 'GUTTER 15N FELT PAPER �\ -- I - �fgpr�� . 5/B'CDX PLYWOOD IX8 SOFFIT /- �-2M 'RAFTER VENT 'W/VENT. 1X10 FRIEZE BRD. ,u p I - www.ERrARaITECTscou 1X.STRAPPING 016"0.C. \'�{ 4%5,1X6 CORNER BRDS. 1/2"GWP. BOARD CEILING - �' - . 2x10 RAFTERS —j - TYP. WALL NOTES . T- I W.C.SHINGLES 'WALL NOTES - R-38 FBGLS INSULATION I _ - - - PROPOSED I . j SECOND FLOOR .ALL NEW.TRIM TO MATCH EXISTING. _ AT: TYPICAL SOFFIT RIDGE VENT DETAIL . " J TYP. RAKE DETAIL O MATCH EXISTING O TYPICAL .E A'VE 6 SCALE 1-1/2'e,'-O S SCALE 1-1/2'e, O' O SCALE 1-1/2 _ ._O. O'' 4� SCALE,_,/2'_P-O' 354 _ T MARSH RD.. GREAT '.ROTES:IT IS .. _I CENTERMLLE. MA :BLO THEKIN , AND STRAPPING, DETAILS TO INSURE THAT ;I ALL FRAMING,:BLOCKING,THE WO D FRAMING.CONS R AND OTHER REQUIREMENTS ARE IN :SIDING(SEE ELVS.) - . ACCORDANCE WITH THE WOOD FRAMED CONSTRUCTION TWO AMI GUIDE LI WOOD - CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS 'TYVEK"HOUSEWRAP'WHETHER DEPICTED OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR.NOT. - _ Lj 1/2"COX.PLYWOOD FRAMING ENSURE T AT CONCEPTUAL'AL D THE RESPONSIBILITY OF THE CONTRACTOR _ TO ENSURE,SF IN FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL _ - 2X6®16"O.C.LOADS,AND IN COMPLIANCE WITH THE.MASSACHUSETTS STATE BUILDING CODE. - mESE PUNS ARE or TO BE usc0 .R-21 FBGLS INSUL I Pu pR osEs jMNG siuNcco x sO�iEO ANY .ATTE TION FIT AND/ORCHI DEVIATIONS FROM THESE DO05.NOT BROUGHT TO wm AN OE.V ARrA1ITEcrs THE,ATTENTION OF THE ARCHITECT,.BECOME THE SOLE RESPONSIBILITY OF THE.. - 2 MIL POLY VAPOR RETARDER STAMP AND RI NAL A eN una S CONTRACTOR. .. _ As vcxurt sr•ON"cm mucnoN sEr. ALL MANUFACTURED'.LUMBER TO BE DESIGNED BY - - - 1/2"'GYP..BOARD SUPPLIER/MANUFACTURER. SUBMIT SHOP DRAWINGS ]D,.EN 'AacNnECTs,INC.THE DRATMNcs AND AND CALCULATION TOARCHITECT/ENGINEER n PRIOR'.TO FABRICATION. .. - - 'i Au OF THE IDEAs,'ARaANDEUENrs,DrsCNS AND 'PLANS INDICATED THEREON OR REPRESENTED �1. THEREBY,ARE ONNED BY AND REMAIN THE PROP— - OF ERT ARCHITECTS,INC.NO PART THEREOF EHAU. — BE Ur.1ED BY ANY PERSON.FIRM.OR CORPORADON ' ANY PURPOSE,EYCEPT WTH SPECIBe MRITTEN PERMLSSIOx Or ilRu ERT AROIIIECT$'WL PROVIDE RIDGE STRAPS®EVERY RAFTER 5 - - . . _ 2 .TYP. E X TE R]O R WALL .D.E�T A I L �- - scA,E,-,/r-r-o- - PROJECT. 170614 12 �6 _ 0'2,A'.. - DATEISSU Etr N EW �r - REVISIONS: siP Ygy - BLOCK FIRST 2 BAYS - xnP ATTIC °' 0'4-0"..O.C'MAX. TYP. '.1 4. .:-2X E 41NG J_01111 T®16"O C -"!' ). :. A.3 - PROVDE PLATE.UPLIFT STRAPS. , &HEADER UPLIFT STRAPS Use every other nail hole - - AROUND NEW WINDOW OPENINGS LENGTH AS REQUIRED,TYP. . - - in.a row to provide the code-re uired minimum NEW NEW' a 2 tenter-la-center END LENGTH BATH OFFI CE A.3 sDocinq for nails PERMIT SET VAULTED - CONTRACTOR SHALL ENSURE THAT NEVT'Yn o: 'PROVIDE UPLIFT STRAPS PRICING-SET .STAIR IS FRAMED IN A MANNER THAT w- f j PROGRESS SET - DOES.NOT ENCROACH ON BASEMENT BETWEEN 1ST AND"2ND STORY WALLS V STAIR HEAD'HEIGHT E'ONN acLOR----.---- - ,N_ - PROGRESS SET v NEW .. ,7Y„ r A Y!^' A„'y AT", --- -.__ -------- - - e a'o 111 �?a1�4 .a��o ✓ .u^/_.'' z;vao i... i65o i� A� IS AJ L.. 3 ' 'SECOND fL00R� SPAN EXISTING \EXISTING !j D I N I N G L EVEN G ALL NEW WALLS SHALL BE SHEATHED W/4'X8'SHEETS OF 1/2 PLYWOOD 1 ORIENTED VERTICALLY PER"TABLES 10 - " PROFILE OF NEW STAIR I_ &11,OF THE WFCM - - �_FIRST FLOOR_ '14R'o 7.5' �IE%ISTING/NO PROPOSED CHANGES - - \� - --------- ------- - REGISTRATION FIRST FLOOR�' _ END . • ''Provide minimum a LENGTH' , .. - d en distance EXISTING . _ SCALE:1/4'-1'.0' "Equal'.number of BASEMEN T - - - specified noils 0 1 2 4 s ' in each end 'Simpson Strong=Tie - UNLESS OTHERWISE NOTED. .. CS Coiled'Sirap .. SHEET N0. A 3 ASECTION @ FIRST -AND SECOND 'FLOORS 3 TYP FLOOR TO.. ,FFLOOR :TIE TOTAL"NUMBER OF SHEETS STRUCTURAL ENGINEER SHALL EVALUATE EXISTING FOUNDATION PRIOR TO ADDITION OF SECOND FLOOR O M SET: . _ .. 'THIS SHEET INVALID _ .. _ UNLESS ACCOMPANIED BY A COMPLETE SET OF :WORKING DRAWINGS - TABLE 2. GENERAL NAILING SCHEDULE - TimberStr nd�:LSL,RIM BOARD. 'TYPICAL NOTES. � � � MR ' JOINT DESCRIPTION - NUMBER OF'. .NUMBER OF .1. -THE ARCHITECT SHALL NOT 13E'.RESPONSIBLE FOR THE:VERIFICATION'OF _ COMMON NAILS BOX NAILS NAIL'SPACING THE CONDITION'OF ANY EXISTING STRUCTURE,EQUIPMENT OR - ROOF FRAMING Far information on lateral APPLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF - cuad p -b.r refer to ARCHITECT'S SCOPE STATED.IN THE AGREEMENT AND VERIFICATION I$ ;RLIO BONG TO RAFTER(TOE-NAILED) - 2�8D 2-10D EACH END AR L77T� t Timberstrand LSL - MADE ONLY BY.VISUAL OBSERVATION-IF THE ARCHITECT'S DOCUMENTS. BOARD TO RAFTER (END-NAILED) 60 3-1 SO EACH END Ctu 1�CTS�INC rim boors rterawre REQUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS,.THE SERVICES - WALL FRAMING ARL]01dCI1t ep1iB1t10R 0BA0�A,IBUDDBRb WILL BE ADDITIONAL SERVICES. ., TOP'PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-160 AT JOINTS 2M��PAS 2. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION - - - - - . . STUD TO STUD(FACE NAILED) - 2-16D 2-16D 24" O.C. HEADER TO HEADER-(FACE-NAILED) 16D 16D 1b"O.C. ALONG EDGES Y he ." rou Im LVL disc WHEN FRAMING IS COMPLETE AND PRIOR 70 ENCLOSURE BY INTERIOR � 4 .be used es rim boors may.a, _ WALL PLASTER BOARD/FINISH. ., NAWK FLOOR FRAMING 'TYPICAL DETAIL'®EXTERIOR WALLS 3. CONTRACTOR:SHALL SCHEDULE AND PROTECT.FROM WEATHER ALL .. JOIST TO SILL, TOP PLATE:OR GIRDER.(TOE-NAILED) -4-BD 4-10D 'PER JOIST , - EXISTING HOUSE COMPONENTS ANDINTERIORS DURING CONSTRUCTION BLOCKING TO'JOIST -NAI S 70E LED D 2-8D 2-tOD EACH END NO A ( )) - AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES MAY BE BLOCKING TO SILL E TOP GIRDER(TOE-NAILED)(FA3-160 4-16D EACH BLOCK Bucker block: Install tight to . flange (tight -NECESSARY TO INSURE SUCH PRO _ _ 780 PROTECTION. p g . LEDGER STRIP �e'�/TO BEAM OR GIRDER FACE NAILED .. 3 16D 4-16D ( ) EACH JOIST t bottom flange( lb,x fa n n n r - 0 oM t o e s A ttocM1 . .. JOIST.ON .�LEDGER IS BEAM (TOE-NAILED) 3-8D 3-16D PER JOISTS with 10-10d (3) box naJs, clinched'wh when possible. � 4 -CONTRACTOR SHALL�SITE INSPECT ALL EXISTING V5.PROPOSED � � � BAND JOIST TO JOIST(END-NAILED) � � 3-16D 4-16D PER JOIST . '' R PLATE .- CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT - ._ .. BAND JOIST TO SILL.O TOP PLA (TOE-NAILED) 2-16D 3-16D PER FOOTWXw.ERTARCNITECTScOM OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. - .. . ROOF.SHEATHING 5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ - WOOD STRUCTURAL PANELS SHORING:ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL RAFTERS OR TRUSSES SPACED UP TO 16"O.C. " BD tOD 6 EDGE/6 FIELD INTEGRITY.OF EXISTING.HOUSE. ..RAFTERS OR TRUSSES SPACED OVER 16"O.C. 8D 10D 4"EDGE/-4"FIELD - - GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 80 101) ..6"EDGE/6"FIELD - .. 6. CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS:PROPOSED GABLE ENDWALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOOKERS 8D 10D 6"EDGE/6'FIELD PROPOSED - ..CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS - GABLE ENDWALL RAKE OR RAKE TRUSS:W/LOOKOUT BLOCKS 8D 10D 4"EDGE/4"FIELD AS NECESSARY TO ENSURE COMPLIANCE WITH DESIGN.PARAMETERS AS - O Filler-block: NOD with 10-10d.(3") '.'- WORK PROGRESSES. - . : . . - - , CEILING SHEATHING SECOND FLOOR box naus, clinched when possible. GYPSUM WALLBOARD - - 5D COOLERS 7"EDGE%10'FIELD AT: Use 10-16d (3 1/2").box naus from- '7. DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED. - - - :_ > - - each side with TJI Pro 550,foists. S _WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT WALL SHEATHING _ Witn.top flange hangers, backer - DOCUMENTS,PROVIDE AS.MANY SUCH ITEMS AS ARE NECESSARYTO COMPLETE black required only when hanger. THE WORK: - WOOD STRUCTURAL PANELS . load exceeds 250.Pountls - - STUDS SPACED UP TO 24"'O.C. _ _ -SD.. 10D 6"EDGE/12-FIELD, . TYPICAL DETAIL.®INTERSECTION,OF - - - 1/2" AND 25/32"'FIBERBOARD PANELS, 8D1 - 3"EDGE 6"FIELD 35 4 DOUB LE MEMBERS .. -. - .1/2".GYPSUM WALLBOARD SD COOLERS - 7"EDGE/10" FIELD' GREAT -MARSH 'RD. Mie II TimberStrontl II LSL PSL FRAMING NOTES. - - FLOOR SHEATHING - 1. ALL FRAMING LUMBER SHALL BE HEM-FIR GRADE NO. 2 OR S.P.F.(SPRUCE-PINE-FIR)GRADE NO. 1 AND:2 WOOD STRUCTURAL PANELSOR.APPROVED EQUAL(UNLESS OTHERWISE SPECIFIED)AND SHALL MEET THE REQUIREMENTS'.OF THE � � � � �`:_ s � - Top Ilan - _ AMERICAN'FOREST AND PAPER'ASSOCIATION. THE MINIMUM-ALLOWABLE.BENDING'STRESS(Fb)'SHALL - ' i"OR LESS - SD 10D 6"EDGE/.12 FIELD - hanger flange BE 1050'P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS(Fc)SHALL BE400 P.S.1.THE MINIMUM - - 'GREATER THAN 1"' -10D 16D -6"EDGE /.6"FIELD Face mount � '� ALLOWABLE MODULUS OF ELASTICITY.(E)SHAL.BE'1,400,000 P.S.I. � � � - � � � - rangerBE _ CEN TER VI LLE. .M A 2. ALL MINIM M ALLOWABLE CASCADE OTRE-LEVEL WALLL E 31 VERSA-LAM 3100FBTS TO VEDSEOUAL - 1CORROSION RESISTANT 11 GAGE ROOFING NAILS.AND.16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. ' THE MINIMUM ALLOWABLE BENDING.STRESS(Fb).SHALL BE 3100 P.S.I. ALL LVL POSTS TO BE VERSALAM � - - ;1.T 2650 FB, 1:8E PARALLAM PSL.OR APPROVED EOUALMISTALL LVL'S IN ACCORDANCE WITH THE - '. - ' MANUFACTURER'S INSTRUCTIONS. - - - - � ,. NAILS-'UNLESS OTHERWISE STATED.:SIZES GIVEN FOR NAILS.ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS�OF'EQUIVALENT ., � � DIAMETER AND EQUAL OR GREATER LENGTH'TO THE.SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. - - . 3. USE 3/4"TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING,5/8"EXTERIOR '- - :TABLE TAKEN FROM: AMERICAN FOREST&PAPER'ASSOCIATION AMERICAN.WOOD COUNCIL, 110, STRUCTURAL GRADE FIR(C.D.X.)-PLYWOOD ROOF SHEATHING,AND 1/2"EXTERIOR:STRUCTURAL GRADE - GUIDE TO WOOD CONSTRUCTION O HIGH':WIND AREAS, O .MPH EXPOSURE.B-WINO ZONE. FIR-(C.D.X.)-AT.WALLS. ALL JOINTS SHALL BE.BLOCKED WITH LUMBER-OR OTHER APPROVED SUPPORTS. _ TABLE GENERAL I .. - L 2 NAILING SCHEDULE 4. PROVIDE SOLID.BLOCKING.BETWEEN FLOOR JOIST S AND/OR DOUBLE ALL JOISTS UN DER DER EACH E C Web-stiffeners a red D- PUN AR E,..RE NOT TO B requi E USED re PARTITION- it the sides 's the hanger-I RRSIR UNLESS DR.CDNSTRULD PURPOSES UNLESS STAMPED Y SIGN not.laterally support the TJI - 5,.LSE FULLY NAILEDMETAL CONNECTORS TECO,`SIMPSON, OR EQUAL,JOIST,OR BEAM HANGERS'WIZEN wTH AN DRILINAL ARCIDTECrs ( ) 'TABLE 9.'WALL OPENINGS- HEADERS IN LOADBEARING WALLS&NON-LOADBEARING WALLS STAMP AND SIGNATURE a MARKED joist lop range and per.current - JOISTS OR.BEAMS FRAME'INTO OTHER JOISTS OR BEAMS:PROVIDE.METAL POST CAPS AND.BASES FOR - -As• RMIT SEr m-CoNSTRUCTON wr. - .. Tras Joist MacMillan literature ALL POSTS. - � � .. - -�REOUIREMENTS.ATEACH-END OF.HEADER - .'MINIMUM HEADEF2.TYPICAL OF FLUSH FRAME. � 6.-FORLVtr BEAMS'�OR.HEADERS PROVIDE SOLID 4%4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND - � ( � � � HEADER SPAN(FT.) SIZE - NUMBER OF 'SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS,OR AS.OT HERWISE'I SPECIFIED - FULL-HEIGHT;STUDS UPLIFT.LB. LATERAL' LB.) sax ERT'OEASI ELTs:INC.THE, M.S.S AND - AT MICROLLAM � � � � - - � ( ) ( ALL OF IND C Ai AP EREQN ENTS,PRESS AND . _ ON THE PLAN._ � � _ � .. - � � 'PLANSINDICAIED MEREON OR REPRESENTED .HEADERS IN LOADBEARING-WALLS THLREHY.ARE OWNED BY AND REMAIN DIE PROPERTY Load b ingl.or.shear wail. bove 7. ALL:PLYWOOD FLOOR SHEATHING SHALL BE GLUED 70 SUPPORTING WOOD FRAMING MEMBERS USING _ - of ERT AR-TELTS,INC.ND PART THEREOF SHALL 2 2-2X4 - l 277 132 BE UTLRm BY ANY PERSON,TIRM.CR CORPMATICN (must-stack over wail below] _ - AMERICAN PLYWOOD ASSOCIATION:(A.P.A-)GLUED FLOOR SYSTEM.WOOD GLUE TO BE CONTECH,.INC. - - " FOR ANY PURPOSE EXCEPT w1NS DdFIC WR TTEN • ..PL400.SUBFLOOR CONSTRUCTION ADHESIVE;'OR APPROVED EQUAL.. - 3 2-2X4 - 2 416 .198 PERMISSIDN OF THE DR EAT ARCill-S LNG .. *Ellk in - _ _ 4 �-2 2X4 2 554 264 9 Panel � �8. BUILT-UP BEAMS PLY.MAXIMUM)USING CONVENTIONAL FRAMING LUMBER SHALL BE.FULLY SPIKED � � PROJECT//.170614 - TOGETHER WITH'.2-10D NAILS-AT 12"O.C. LVL BEAMS(4 PLY MAXIMUM)TO.BE THRU-BOLTED WITH 1/2 - - - .5 - 2-2X4' 3 693 -330 INCH DIAMETER THRU-BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 16. - 6 2-2X6 - 3 831 .396 DATE ISSUED: D.C.'OR AS.OTHERWISE REQUIRED BY THE MANUFACTURER. - • .9- ALL MANUFACTURERED FLOOR.-I-JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER.'SUBMIT " - 7 .2 2X8 :3 970 462 REVISIONS: 8 '2-2x12 3 1,108 528 " 'SHOP DRAWINGS-AND'CALCULATONS TO THE ENGINEER PRIORTO'FABRICATION. � - � � ' • 1.247 594 10 3-2%12 4 1,385 660 , Web. stiffeners-required _ - 11- 4-2X10 4 1,524 '726 each�s'tle.of 61:W - • .. . - - HEADERS IN�NON-LOADBEARING WALLS AND ILL PLATES' - ' S LATES . TYPICAL.DETAIL ®"LOAD _ _ _ y 2 1-2X4(FLAT)- � n 60 't32 -. .. TABLE 6.-TOP-PLATE SPLICE " BEARING WALLS _ 3 1-2X4(FLAT) 2 90 198 - - BUILDING DIMENSION OF WALL-CON TAINING'TOP PLATE SPLICE(FT.) .:. - ' - - - TYPICAL LVL GLULAM BOLTING NAILING - - a 1-2x4(FLAT) 2 120 264 - / / SPLICE LENGTH 12 16 20 '24 28 .32 36 40 50 60 70 BO - _ .MULTI1 3/4"BEAMS :: (FT) NUMBER OF 160 COMMON NAILS PER EACH SIDE OF SPLICE -. _ ,E•" 5 1 2X4(FLAT) '3 '150,. 330 PERMIT SET _ PROGRESS SET 2 4 6 8 8 .NP NP NP' NP 'NP NP NP NP - SS S: 7 1-2x6((FLAT) 3 -280 462 PROGRESS 4 4 6r 7 8 10 12 14 16 NP NP NP NP: - _ - 8 1-2X6(FLAT) 3 240 .528 .6 46 7 8 10 12 14 16 20 24 NP, NP 9 2-2X6 (FLAT) 3. 270 594 . 2 PFCES D_4•• :]ROWS 6160 NULS 11-0.0 • . .. 8 4 6 :7 8- 10 12 14 16 20 24 28 32 -" - NP= NOT PERMITTED " ` - - 10 2=2X6 FLAT 4 300 660 2•. , TABLE TAKEN FROM: AMERICAN FOREST.&PAPER ASSOCIATION - 11 2 2X6(FLAT) - 330 726 s• _ _ - AMERICAN WOOD'COUNCIL,.110 _ 12 2.2%6 (FLAT) 5 360 792 - GUIDE'TO WOOD CONSTRUCTION IN HIGH.WIND AREAS; ' 'FOR NON-LOADING BEARING WALLS AND WINDOWSILL PLATES. 110 MPH EXPOSURE B WIND ZONE, 2-2%4 FLAT CAN'BE SUBSTITUTED FOR 1-2X6 FLAT TABLE 6. TOP PLATE SPLICE - - ) D PK�' . s Rows Cr 1/1•.a A.TIaTs a v O.C. TABLE(TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110 REGISTRATION -• GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, _ 110.MPH EXPOSURE B WIND ZONE, TAB..._12* NONI-LOAD NGBEARINGNWALLSHEA .IN D LDERS LOA BEARING WA LS. SCALE.1/4•=1'-0•TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES-r 2 Rows.v I/2•ouu eels a 12•D.C. WALL HEIGHT(FT.) _ - .. .. 0 1 2. 4 B UPLIFT .8 10 12 14 16 18 20 .NDTEs: IECC2009 RESIDENTIAL ENERGY'EFFICIENT'DETAILS-'-- y - R�10 - IT IS THE CONTRA I UNLESS OTHERWISE NOTEDB TRAAPPINGE DETAILIS AD OTHERUREQ Iu REMENTS ARE'IN PLATE-TO-STUD - N0. OF'16D COMMON.NAILS- (ENDNAILED) - ALL'FRAMING,BLOCKING,ANDSACCORDANCE WITH THE WOOD FRAMED CONSTRUCTION MANUALS GUIDE TOLWOODCLIMATE ZONE 5A (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION)MULTI 3 1 2"BEAMS 2 2 2 2 CONSTRUCTION IN HIGH WIND AREAS FOR ONE'AND TWO FAMILY DWELLINGS SHEET NO. / � 2 WHETHER DEPICTED OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR NOT. 402.1.1'�MINIMUM PRESCRIPTIVE INSULATION &FENESTRATION REQUIREMENTS92 22 2 2 2 2 FENESTRATIONSKYLIGHT CEILING WOOD FRAYED WALL FLOOR BASEMENT'WALL BASEMENT SLAB CRAWL SPACE WALL 2. 2 2 2 .3 3 - AMIG PLLANS ARE NONCS� AL. IT IS THG ESPOCSIBILIITY OF THAE CRNTSRA T R - _ - - - - - -3 4 FR .._- .. w w U FACTOR u FACTOR R VALUER VALUE R VALUER VALUE R VALUE R VALVE „ • /1 TO ENSURETHAT FINAL STRUCTURAL DESIGN CONSTRUCTION ADDRESS A 0.35 0.60 38 20 30 10/13 10(2LFT.DEEP),10/13 ,/,'•••1` L 1} •.TABLE,TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION LOADS AND IS:IN COMPLIANCE WITH'THE MASSACHUSETTS STATE BUILDING CODE. .2 PI - o-,• .2 Rows D`1/2•DIAN BaLTs a Ir D.C. .' .:AMERICAN WOOD COUNCIL..110..,1 - - ... NOTES: . TOTAL NUMBER OF,SHEETS - GUIDE H WOOD'CONSTWI CONSTRUCTION N HIGH WIND AREAS: .ANY DESCREPANCIES'IN.AND/OR DEVIATIONS FROM THESE DOGS. NOT BROUGHT TO 1.R-VALUES ARE MINIMUMS k U-FACTORS ARE MAXIMUMS. - -IN SET- THE MPH EXPOSURE.B WIND ZONE, - THE ATTENTION OF THE ARCHITECT,BECOME THE SOLE RESPONSIBILITY.OF THE _ ---- 2.' - TABLE.B.WALL CONNECTIONS FOR'ENDWALL ASSEMBLIES - CONTRACTOR. 2:1VI3 MEANS R=10'CONTIN000S INSULATED SHEATHING ON THEINTERIOR OR EXTERIOR - ALLMANUFACTURED LUMBER TO BE DESIGNED BY 0 THE HOME OR R }CAVITY INSULATION AT THE INTERIOR OF 7NE BASEMENT WA AND CA CULATION TO ARCHITECT/ENGNEER NG T IECC 20 9 CHAPTER 4 FOR ALL I SULATION-k THIS SHEET INVALID - TING EXTERIOR W E 101A.3 SUPPLIER/ML S 3 REFER 0 0 N EWER QUIRE N1S PRIOR 70 FABRICATION. 4 Ex15 EXTE WALLS To B INSULATED PER - UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS. - " . ffR ARCHITECTS,INC _ ,. .. .. wRnalecn aesmame amens SM�!PAIN _ ldi�l YAMI011�, MAWAOMM ti OM 3tl-SM3M .. .• � .. RNRN.ERTARCHITECTSC04 PROP OSED �'. E T. LO S COND' OR A .354 GREAT MARSH RD. 'EXISTING RIGHT ELEVATION .. SCALE 1/4 i'-0" - L M CENTERVI LE. A. EXISTING "'.FIRST_ .FLOOR 'PLAN - HESE PEANS ARE NDT TO DE UMD . fCR PERYITONO'OR CONSffiu'VON . SCALE:1'4•=t'- -.PU PD_UNLESS STAUPEO A:9CNED. .. _ .. / 0' TN AN ORIGNAL ANCHITECM STAMP ANO SIGNATURE h uARNEO - .- "PERUIT.SEr OR,'CONSTRUCTN%I SET'. .. - ... - C ALL ERi ARCHITECTS INC.THE DRAWNfd AND_ _ ALL Of THE IDEAS APRAxG OB IR P!k O T AND PUNS INDICATED THEREON OR IN TNEFP - - 1OF MT.ARC O-EDEM.INC.AND REMAIN IR PROPEn1Y OF MT ARCHITECTS, O PMT 1MEREOF SHALL BE A ANY R ANY PERSON TN OR CORP MNA fOR ANY PURPOSE,E%LEFT ITN SPECfC WRTiEN. 540x OF ME iTR4 ERi ARCHITECTS.INC , PROJECT N 170514 :. .. .. ' DATE ISSUED: , REVISIONS: ' IF 11 0 0 .. .. �_ - --------------------- ---- --- - ---- - -- • . . PERMIT SET .. .. .. PROGRESS SET PRICING SET EXISTING . RIGHT :ELEVATION ' ' :EXISTING FRONT ELEVATION PROGRESS SET _ SCALE,:1/4' ' SCALE:�7/4 1 0' REGISTRATION .. .. e - 0 1 2 4 B SCALE: 1/4' UNLESS OTHERWISE NOTED. SHEET NO. �8 EX 1 TOTAL NUMBER OF SHEETS .. IN SET: EXISTING REAR ELEVATION' . THIS SHEET INVALID .SCALE:1/4•a t'-0' UNLESS ACCOMPANIED BY - .. A COMPLETE SET OF WORKING DRAWINGS