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Home My WebLink AboutDecision - 325 BERRY STREET 9/13/2007 ,40RTH 0 CONSERVATION DEPARTMENT Community Development Division September 13, 2007 Mr. &Mrs. Paul Burke 325 Berry Street North Andover,MA 01845 325 Berry Street, North over Construction of a Deck Conservation Conditions of Approval,NACC #33 Pursuant to section 4.4.2 (A) of the North Andover Wetlands Protection Regulations,Mr. &Mrs. Paul Burke, applicants / homeowners filed for a small project review for work proposed at 325 Berry Street, North Andover. The work consists of demolishing the existing 8'x10' deck'in order to build a new 12'x16'deck off the tight rear comer of the house. All demolishing work and *installation of new sonotubes will be performed using hand equipment.Work will be conducted 54' from the edge of adjacent Bordering Vegetated Wetland (BVW) at its closest point.The North Andover Conservation Department agrees with the location of the wetland boundary. During the September 12, 2007 public meeting, the North Andover Conservation Commission (NACC)voted unanimously approve this project The following conditions are hereby mandated: RECORD DOCUMENTS: Sketch prepared by Mr. &Mrs. Paul Burke Deck details prepared by The Home Depot,dated 8-10-2007 CONDITIONS: 1. Due to the flatness in topography,the distance from the wetland to the approved work and that the work is being completed by hand,erosion controls are not required. However, the NACC reserves the right to impose the use of erosion controls (hay bales & / or silt fence) if the site exhibits erosion, or any noticeable degradation of surface water quality discharging from the site. Should the erosion control be requited by the NACC or the Conservation Department,they shall be *installed within 48 hours of the request. The erosion control barrier will be properly installed(silt fence trenched 4—6-inches into the ground,backed by double-staked hay bales) and shall be 'inspected and approved by the Conservation Department- These temporary erosion control measures shall remain intact until all disturbed areas have been permanently stabilized to prevent erosion. All erosion prevention and sedimentation protection measures 1600 Osgood Street,Building 20,Suite 2-36,North Andover,Massachusetts 01845 Phone 978.688.9530 Fax 978.688.9542 Web %-,T,7-,,v.http://www.townofnortl-iaiidover.com/coiiservel.htn-i found necessary during construction shall be implemented at the direction of the Department or the NACC. 2. Accepted engineering and construction standards and procedures shall be followed in the completion of the project. I Excess material shall be properly disposed of offsite.Any material dumped in the resource area shall result in enforcement action. 4. Upon completion of the approved project and site stabilization,please contact the Conservation Department for a final inspection. 5. This permit shall Mire on December 31,2007. Should you have any question or comments regarding the contents of this letter,please do not hesitate to contact the undersigned at 978.688.9530 at your earliest convenience. Thanking you in advance for your anticipated cooperation with this matter. Respectfully, NORTH ADIDOVER CON RVATION DEPARTMENT Pamela A. Merrill Conservation Associate 1600 Osgood Street,Building 20,Suite 2-36,North Andover,Massachusetts 01845 Phone 978.688.9530 Fax 978.688.9542 Web w-w-uT.http://vmw.towiiofnorthaiidover.com/coiLisenel.htin RAILING TO BE CONNECTED TO HOUSE USING A 3/8"W LAG VINYL FLASHING ON TOP OF HOUSE PLA A HOUSEPLATE AILING AROUND r L� ATTACHMENT COMPLETE DECK SEE DETAL pRAILING f DETAILS �k TOTAL GMODULE DETAILS SEE DETAL I KE! POST DETAILS SE DETAL SEE DETALS \ aSTAIRWAY C & E DETAR STRUCTURE DETAILS NOTE--SEE DETAIL®FOR: (1)POST AND FOOTER LAYOUT (2)FRAMING AND UNDERSTRUCTURE LAYOUT (3)RAILING LAYOUT (4)STAIR LAYOUT K__`�_ISOIMETRIC DRAWING NOT rO SCALE DESIGN EXCEEDS 601b.LIVE LOAD DESIGNER DECKO NOTE: FRAMING LUMBER TO BE SOUTHERN PINE NO,1 EXCEPT FOR ALL STRUCTURAL MEMBERS SPANNING OVER 8'-0"ARE TO BE' SELECT STRUCTURAL WITH Fb=2050 PSI. DECK BOARDS TO BE 5/4"x4" NO,2 STANDARD GRADE SOUTHERN PINE. LUMBER IS TREATED WITH PRESSURE TREATED NON-ARSENIC BASED PRESERVATIVE TO THE REQUIREMENTS OF AWPA C2-92. NOTE;2000 Cb. SOIL BEARING COMPACITY X-BRACING TO BE USED IN DECKS OVER 14'-0" TREATED LUMBER BELOW GRADE WILL BE A.60 OR GREATER RETENTION LEVEL i BURKE 982495 PERmn49MWR- DATE 8-10-07 325 BERRY STREET My ANDOVER ESSEX MA 01845 DESIGN DRAWN BY SCC LEGACY T f VAN BOON 93-52.01 ALL HOUSEPLATES ARE TO BE SUPPORTED BY 4"x6"OR 6"x6" TRIPLE LAMINATED POSTS AT THE HOUSE OR BY A DOUBLE UPON FIELDTCELEVER STEM ONDIT ONS,(SEE DETAILF�OM HOUSE,DEPENDING gi43/8x6" " " TE LA x4"DOUBLE HOT DIPPED GALVANIZED LAG&WASHER(�16"ac EXISTING TOP PLATE 1/2"EXISTING SHEETING XISTINg GIRDER BEAM 3/8"EXISTING SWING 3/8%4"DOUBLLE OT DIPPED E LASTING 2"x4" P16'G/ALVAONIZED WASHERS O EXISTING SILL PLATE3/8"x6"DOUBLE HOT DIPPED DOUBLE DIPPED NOT GALVANIZED LAG HOUSE BAND IS NOT TO SUPPORT GALVANIZED LAG&WASHER 16"aC 3/8"x4"DOUBLE HOT DIPPED ANY OTHER LOAD OTHER THAN ITS' GALVANIZED LAG OWN WEIGHT. THE LAG PENETRATION THE LAG SPACING 15 ONE 4"LAG AND 2"x4"LEDGER INTO EXISTING HOUSE BAND WILL BE ONE 6"LAG ON EACH END OF THE A MINIMUM OF 1-3/4"AND A MAXIMUM HOUSE PLATE AND THEN ONE 4"LAG 2"x10"HOUSE PLATE INSTALLED USING ANS TO BEANDAND ONE 6"LAG EVERY 16"oc EXISTING CONCRETE IMPACT WRENCH WITH A MIN.TORQUE FOUNDATION OF 110FT.-LBS ® ® PATE LAG DOLT SPP�CING 5 1 u�� 4'x4'DECKING MODULE RECESSED INTO UNDERSTRUCTURE AND PLATES SPACED SUPPORTED BY WOOD ON WOOD TRUSS TRUSS EVERY 8' C CONNECTION WITH GIRDER BEAM LEDGERS AND FASTENED WITH (2)3"NABS EVERY 10"0c TYPICAL FRAMING MEMBER GAAV1TRIPLE 6®�i9DUC DIPPED PtLATES TENUT SIDes OF NOTCH 20 GAUGE GALVANIZED TRUSS PLATE INSTALLED 2`x90"NOTCHED 2"x9a" ON BOTH ENDS WITH 10 TON PRESS HOUSE PLATE 2"x4"LEDGER TT S�T¢�ZH 2'x4"LEDGER CREW SHALNI NAILS 8"C-c 2"x4"LEDGER OTCHED BEAMS FORM A WOOD ON WOOD CONNECTION WITH THE 2"x4"LEDGERS OF CONNECTING BEAMS, (8)3"GALVANIZED SCREW SHANK NAILS TO BE TOE-NAILED INTO EACH HOUSEPLATE OR CONNECTING BEAM, 2"x10"CROSS JOIST FRONT BAND WITH 2"x4"LEDGER 2"x4"LEDGER 2"x10"GIRDER BEAM 2"xH x4"IDE WAND WITH 2"x4'LEDGER WITH 2"x4"LEDGER IMAX JOIST SPAN 16'-0"] CONTAINS TRUSS PLATES [ FRA INGBUNDERSTRUCTURE CONNECTION DETAIL ON ONE SIDE ONLY N 2"x10"FRONT BAND 4S-3/4" 1 EXCE .L LOAD WITH 2"x4"LEDGER CONTAINS TRUSS PLATES ON ONE SIDEONLY 8'-0"MAX S%A G .. .. .... .... .... LATERALLY EI TVWdEEN POST 2 4_9 1 28 GAUGGE GALVANIZED TRUSS 2"910"GIRDER BEAM SIDE 1/0"WATER—\ CE�GCf{Bq"qRD P�ATF�FOR REINFORCING BAND,OR CROSS JOLT DRAINAGE GAP 5/4x4" RDE BEAM INFOR,. INSTALLED NAILER BOARD WITH A 90 TO PRESS. 5/4"x4"DECKIggNGyy DECKING • LE�GER BOARQ ++4 1-3/4"NAILS IN .. .. .. ...... .... E�CH DIRECTION TY .1 6'MAXIMUM LENGTH 2"x4°LEDGE TWO 3"GALVANIZED SCREW US REMODELERS DECKS,ENCLOSURES,AND GAZEBOS ARE NOT INTENDED TO SUPPORT HOT TUBS AND SHANK NAILS 8"c-c SWIMMING/BABY WADING POOLS.A SPECIAL SUPPORT PACKAGE IS REQUIRED FOR ADDITIONAL SUPPORT BEFORE ADDING THESE TYPES OF PRODUCTS OR ANY OTHER HEAVY UNITS D*D STRU T R ASSEMBLY O S L 6116,LIVE LOAD G NOT TO INSTALLATION I�I�TN FRAMING OVERVIEW 1 SCALE �y 2"x1a"SWEBANDCON2"x10"HOUSE SEE DETAIL 0 NNOE'RSTRUCTURE, PLATE gg x10" A'!pgG FROW7 BAND SEEWrAIL 01 2'X80'FRONT BAND gO 3'ANTS'TOE- CANTELEVER BEAM. 3/8"x4"DOUBLE HOT DIPPED GALVANIZED LAG WITH WASHER 2"x6"BACK JACK AND(213"NAILS 2"x4"LEDGER THE NAIL PATTERN CONNECTING 6'x6' THE POST FORMS IS TO AI 3 NAILS N DECK POST TO DECK 3/8"x4"DOUBLE HOT A WOOD ON WOOD INTO THE INNER JACK 3/8'x6"DOUBLE UNDERSTRUCTURE UAPPED GALVANIZED CONNECTION WITH HOT DIPPED FOUR 3"GALVANIZED LAG WITH WASHER THE UNDERSTRUCTURE. GALVANILZpEQ SCREW SHANK NAILS AND(2)3"NAILS 1 p 2"x6'PACE JACK p�jpT ATE QRS SPACED EVERY 10"cc, DECK POST O xE 6Ar IppTT77ppEE��ppp 03,6"1 DOUBLE 2"x6' DECK POST TO DECK 8 a.c MAXi9 LATERAL CANTELEVER SUPPORT TWO 2'X16'S UNDERSTRUCTURE 9 ®c UM COMING OUT NAILED WITH 2 NAILS CANTELEYER BERM b�Dst G EVERY 6"oc(TOTAL OF 10 ALL LUf46F.R Wf GROUND NAILS PER SUPPORT]INTO 4{8"L MIN. CONTACT TO DE TREATED POST. 8` IN. �RA RETENAT AOTION LEVELITER 2"x6"INNER JACK �,pQ�W THE NAIL PATTERN XX�� i(��pp��ppL.�22 IMIDE 8"x15"CONCRETE 8"x15"CONCRETE TORY O'ccOINTTO FACE NAILS JACK LAMiNATEDP05'6") PRECAS TFOOTING IF 3000RP.S.1. FOOTING 7ttWI000 P.S.1, 8'a MXIM1,1p1 UNDER C TROLLED UNDER CO ROLLED POSif S AICY11 n CONDITIONS) CONDITIONS) @1120T 6" TRIPLE°i."Xti" P d T C @p&OHF o E�o`�o ER '� �°� g '� z ER"M6p Td SCALE LOAD TO SCALE LLOAD 1 Tri SCAL LIVE LOAD HORIZONTAL STARTING POINT VERTICAL STARTING POINT 0'-6"BELOW DOOR 4'-0"PAST LEFT 4'RAILING CORNER OF HOUSE (SEE DETAIL Pt I x x x x STAIRWAY T GRADE x (SEE DETAIL Q x x x 12'RAILING B'RAILING x (SEE DETAIL(B) (SEE DETAIL P1► x x XJP =411 x x x x x x x x x A MINIMUM OF(2)-1"x4"WIND 16'RAILING BRACES ARE TO RUN DIAGONALLY (SEE DETAIL @I FROM THE CANTILEVER TO THE FRONT BAND. THE WIND BRACES ARE TO BE NAILED INTO THE BOTTOM EDGE OF EACH OVERLAPPING MEMBER WITH THREE 3"GALVANIZED SCREW SHANK NAILS. 1 C VINYL FLASHING TO BE USED 1 V WHEN APPLICABLE TO CHANNEL WATER AWAY FROM HOUSE, APPROXIMATE ELEVATION 4`-7" [�Y�POST/ FOOTER, FRAMING/ UNDERSTRUCTURE, RAILING AND STAIR LOCATION Q-)NOT TO SCALE DECK DESIGN EXCEEDS 60th,LIVE LOAD THIS SPACE THIS SPACE FEET BLANK LEFT BLANK INTENTIONALLY INTENTIONALLY