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HomeMy WebLinkAboutBuilding Permit #853-11 - 120 MILK STREET 6/14/2011 p0RTII BUILDING PERMIT 0 (%.FD 06�ti TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION * ,� Permit NO: Date Received Aq0 P� 7a R SSACHUSfc Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION 10 M 1 L 4{ 05TR7 " Print �' PROPERTY OWNER R� LEIQ � M� LLC. Print MAP 210 6 _PARCEL: 1:3 ZONING DISTRICT:=Historic District yes Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Reside Non- Residential ew ildin On family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District titer ewer DESCRIPTION OF WORK TO BE PREFORMED: C0N51 RLa: 5I-IJG(,g��flM1l.� M ��'� D•�/y Identification Plea e TYP or Print Clearly) OWNER: Name: Phone:R7?-687-Zb3,f` Address: CONTRACTOR Name's Wkf j-L,6 .Phone: q 79-bg7--z 3 S� Address: 11V �J- 1A 0 Supervisor's Construction License: Exp, Date: -� Home Improvement License: Exp. Dater , ARCHITECT NGINE La Phone:9-9-,402- M 1 - � . Address: 0Z Q jk33 Reg. No. Z?7(oS FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ ► oc)-ob v�ou&aOloh FU Check No.: �-� 6 Receipt No.: �� NOTE: Persons contracting with un r gistered ntractors do not have access to the guaranty f Signature of Agent/Owne Signature of contractor Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application '} ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed-Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from.Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording. must be submitted with the building application i Doc:Building Permit Revised 2008 I (;�ansSubmitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewe Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING.SECTIONS.FOR OFFICE USE ONLY INTERDEPARTMENTALSIGN OFF -'U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT r COMMENTS �Dd�IYI fit' �I� �1E-e�� CONSERVATION Reviewed on /1 ( Si nature J f 7 COMMENTS .DeP 2 k2 _ S1 _ I Review/od on Signature COMMENTS N 1 A { SII Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: IA Comments Conservation D@ClSlon:)0 Zq-z_jy q Comments �e .,1, - Water & Sewer Connection/Si na 8� Drivewa Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp D- pster on site yes no Located at 124 Man Street 1-0 Fire Department signature/date COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. 136 Total land area, sq. ft.: *20 (y60 SR ELECTRICAL: Movement of Meter location, mast or service dop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.s100-s1000 fine NOTES and DATA— (For department use OU ND3 tZ 6j pww IT o sv -Ouiu)14 ekmmP P ❑ Notified for pickup - Date Doc.Building Permit Revised 2010 Location z2o �J,& No. 2// Date CAI// NORTH TOWN OF NORTH ANDOVER A ` Certificate of Occupancy• i • • P Y $ Building/Frame Permit Fee $ s�cMusE Foundation Permit Fee $ /Db-- Other Permit Fee $ TOTAL $ Check # 24L55 Building Inspector MAP 00 LOT 12 N/F MARGARET RUTH ROKOUS 80 CHESTNUT STREET NORTH ANDOVER, MA 01845 BOOK 5856 PAGE 317 too'SUFM ZONE 500'20'18"E_� N80'08'28"W 1.95' 221.50' S0549'43"E 16.85' O! NYINU 1 MAP 60A IAT 13AL � 21,951 AC.FL 0.5 ` ^ n � ------------------ ' 04 - - ^� � i MAP 60 LOT 10 I 1D'1p \ , N/F DENNIS J. R NANCY McCLEARY o smE DISn1N9ONCIE 104 MILK STREET w $E1lYCN TONE I I AS— ILT NCR ` m'SIDE MAP 60 LOT 2 NORTH ANDOVER.MA 01845 .n , NOATIO [nwDINS N AARON d1 MELISSA CONSTABLE BOOK 6482 PAGE 196 I' I I 107 80' sEIDFa1 1STREE NORTH34 ANDOVERMILK ,MAT 01845 0 � I 67 07 BOON 10796 PAGE 180 $ �_______________ 24.07' �I ___ --_ __ N DEUNFATED WETLAND m 1 -- 1 ,�ASOCNTm IN ________� MID AIR. / a r a S8(T49'07"E 57.18' S80'40'48'E 160.21' N. MILK STREET MAP 60 LOT 14 N/F THE 117 MILK STREET REALTY TRUST _ MAP 60 LOT/ CHARLES EDWARD GALAHER Tn tw N/F FRANCIS E.h CHRISTINE M. SMITH 117 MILK STREET NOTES. 6G CHESTNUT STREET NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 BOOK 7726 PAGE 76 1) ZONE: RESIDENTIAL 3 (R3) BOOK 1817 PAGE 170 MIN. LOT SIZE: 25,000 Sq.Ft. N0, DESCRIPTION BY DATE MIN. LOT FRONTAGE: 125 Ft. SETBACKS: REVISIONS DENT 20 Ft. CERTIFIED FOUNDATION PLAN I HEREBY CERTIFY THAT THE LOCATION L:7� REAR 30 Ft. IS THE RESULT OF A FIELD SURVEY S 0 E J 1. REFER TO THE TOWN OF NORTH ANDOVER ZONINGORDINANCEFOR ASSESSORS MAP 60A LOT 13 VERIFICATION, ADDITIONAL RESTRICTIONS AND PERMITTED USES. 120 MILK STREET NORTH ANDOVER, MASSACHUSETTS 2) OWNER OF RECORD: TARA LEIGH DEVELOPMENT, LLC PREPARED FOR 121 CARTER FIELD ROAD NORTH, ANDOVER' MA TARA LEIGH DEVELOPMENT, LLC OF BOOK 12418 PAGE 182 .,J1. JUL 2 ti 121 CARTER FIELD ROAD CHRISTOPHER 3) THE INTENT OF THIS PLAN IS TO SHOW THE AS—BUILT LOCATION OF THE NORTH ANDOVER, MASSAHCUSETTS FRA TOPHE FOUNDATION ONLY. NQ 36116 NORTH ANDOVER GRAPHIC SCALE S,u„ Rood,SDR.0n• 7� SDNm,Nwr NampshlFW 03079 4 n 9 o CONSERVATION COMMISSION I 18 30 Eo iii (803)PLANNERS 20 MHF Deagn ConeuttanG, Inc. ENGNCERS•PLANNERS•SURVEYORS SCALE: 1" 30' DATE: JULY 12, 2011 DRAWING • ('Z,�(� DRAWN BY: CHECKED BY: PROJECT NO. NAME (IN FEET) LICENSED LAND SURVEYOR DATE 1 inch = 30 ft ___ CMF 287811 2878TWS.DWG N®RTH TO" Of O �( 0 - o , dover, Mass., T OLAKE �, COC MI:...I:K V 7�S RATED p'P � U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System ----�� � BUILDING INSPECTOR THIS CERTIFIES THAT.........../ ......................y� �...... �'����'.�•�'�C . �........................ .... Foundation has permission to erect........................................ buildings on ../ 0.. ......../...(....Y1................................................ Rough to be occupied as CQ Chimney provided that the person accepting this permit shall in every resp 1:conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ' ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO S ARTS Rough _. .... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE.DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. 7Zie Commomve¢lth of Massachusegs Department of rn&m al Accidents Office offnveStigatiors 60© Washin-in Street Boston, M:4 0211.7 :mos&gov/diu Workers'Compensation Insurance Affidavit:Builders/Contraetors/Electri Ao licant Information dans/Plumbers Please print My Name(Buskzss(organization&djv; dual): Address: city/s p er v 1 Z-�—_.___.____1� Phone#: Are You an employer?Cheek the appropriate box I.❑ I am a employer with 4. ❑ I am a TYPe of protect(required): 2.91 employees(firIl ractor and I and/orpmt time)* have hired the 6. WNew�c on -•® I am a sole proprietor or partner- listed on the t 6. (]Remodeling ship and have no employees These sub-contractors have a'O fob me m any capacity. worldsinsurance, 8 ❑Demolition °v'O 'gyp• 5. ❑ We are a c� insurance 9- ❑Burl corporation and its ding addition �.❑ r"FAred-] officers have Mtercised their 10.0 Electrical repairs or additions _I am a homeowner doing an work - right of==Vtim per MGL 11.❑ Plumbing repain or additions comp. c. 152,§I(4),and we have no -)t employees. [No workers' 12.❑hoof repairs comp.ice .] 13.❑Other 'Homeawneis who submit6w�E3so IM oar t1� o r' g. , �t�61st�ft N.must- &,,f �asr�att work and�bas mast - arched ao ad3mmm2 shat. Mai&MORD- sabmir a�' mz . i — -- - - - ----- -- — --- --- 'aml 9�eff workers•�P-PORCY mon. ram an errrploy� , �.fo�on. worlrera compensaSon a fm,my employees Below is&"P-&y and job nate Insurance Company Name'. ---------------- Policy#f or Self-ins.Lac.# _ Expiration Date: Sob Site Address: Attach a copy of the workers co C / ' mp6on Percy declaration page(showing the policy number and Failure to secure coverage as required under Section 25A ofMcan expiration date}. fine up to 51,500.00 and/or one-year �'c' 1$2 Dan of cri®ma1 penab�of a Of up to 5250.00 a as wen as civil Penes in the form of a STOP WORK ORDER and a fine day against the violator. Be that a-copy of Oris Investigations of the DIA for insurance .� . may be forwarded to the Office of I do har*cep=der Paba and °.f 6*7 dint Ae inform ion is VM and correct Phone use only. De not write in this meg to be completed by city or town of%dd City or TOwn: Peru tUcense#f Issuing Authority(circle one). - L Board of Health 2.Building Department 3.City/Town Clerk 4.EI - 6.Other � Inspector �.Plumbing,Inspector Contact Per-wn: Phone Massachusetts-Department of Public Safety Board of Building Regulations and Standard's Construction Supervisor License License: CS 55417 Restricted.to 00_ t _ R� THOMASD ZAHORUIKO � y 115 CART OFIELD RD - N AN D OVE. :MA.: - �.- 01845-- Expiration: 415M2 �` mmi.*vivner Tr,": 21090 r .. � ►24 M�trt< �TREE'P-tV�w Ho�•E REAR �LEV�k�'t o,hl y�2S�tt sc�►� ��y" = � ' - o" 2 o f S�; i • t20 Jj M%LX STRCET' - niraw HomE RIGRT 'SI ELBVA'T\oW 4 ( 25'11 Sc^I- : 1/4 " �- 0„ ' �j iZo mxLK srReET -Ntw NomE LEFT �1DB �l�V�tT�oN L<<25 �11 SCA\.E •. /� �� _ � � - U� (cc)- o 8- O 13-•O p (o to-(0 2 -Co 19 • (c N flO D t Puvj D s+Z 1.�uaDw m 0 l(o-o 10-0 3-U ' 1 I O PPS i FAMILY �+ BRtiAkFAST I KtTC11EN 1 I Vj N O O fm N — - - — —- — _ _ L— _r+— 2-CAR GARAGE %9 a ® L.IV1 NG • KoY>:R �IN1NCy O o 7 � T r c M Ol{ .DOOR, 060 7.O -6 -!o 7- 0 Il- ll-O (00- O t 5 of iS RsT F t,-ooR Pl, 1J 12 0 M 1�K SY RE�T" • tJ>`W k-to%&t 411,Slll ScA�e I/L{" - 1 ' -O" 38-0 s '7-0 � ►3-0 � t 2 -o t �_o Fi r ty-o �2-o tz-o 0 p ° e.Dskao j-% 2 8[D Ro0 M 3 0 0 t4-6 rt x IL +1-O ® O i W Rt.k-11.1dOW 1►1+1C-t V V N�►1J�L1�{"t D O e�os�T Gb0 Se`T' Z.o ql E.DN � t„►NQIJ �J M O rl- r� O N O I� O-O i MALzFR � I O l3@D IZOOJ�N 1 t BeDROCM 4 ° U 0 >r (0-0 SEcoV-m MILK STREIE'T' -WP.W WOME Eres 11i 5CALU : 1ILt" :: , t - 0 11 ?-O o-o 2,2-(o to 1�2,• ��ckel� � b� t Act •�^.t,• FRoM e�.tfl ►�11 w1. 2 p o a PLA-M O r O Q-O r a�ucue� • ra D , (c LAIC y cdLutv►N W WtT�t SIHPSoN N Lcc S.ZS'-3.s"cAf' I 3 fit,P I'tcN I�ec1uT CLt�R 3-0 -a -b IWAA �c kcl- 0 N tv r �P�T1i OF yjgJ' p `f9 LAWRENCE o HAROL G M OG -' t y �- 27765G. 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CO 3 04 0 3 v6ib �cRt,GZvW44- ---� I I s 1 M Psem GAP A"Ook QoL'T S 3 NT. vooRS 2-8 um\.$LS %MDICArG!D* beTN►Lf ULA FD•pN V1.1►J1 C SY RPh I CLpA�I p I 31/v 'Sir L Al l� bACXa\�` SE cT i OBJ & ,DST al l.$ 11 r I NLw HoM� p.GSLA� 300o P51 r f l20 ,M,1 �.1.0 STREET• _ Ally(25111 SG�tLE ' V AR11±S 1 -7f i ;_SKETCH 2-F FRAMING HEADER TO HEADER TO EXTEND OVER I EXTEND OVER WALL PANEL WALL PANEL i 12"MIN NOMINAL HEAVER SEE F-49AM,N C. Pr.aN !I 3 MINWID7H SKETCH 2-5 SHEATHING ZCONNECT PLATE TO HEADER O 12" \— � WITH 2 ROWS lOD @ 12"OC j \ SIMPSON LSTA24 STRAP — SHEATHING EDGES \ AT EACH END OF / z PERSCRIPTIVE 11/2" /3" OC a OPENING ON INSIDE H Z v=i DESIGN BASED i \ FACE OF WALL �-+ U- o w d Z ON IRC 2006 dw \ ►- O PORTAL FRAME ROWS �� • ' ' O = _ =a ALTERNATE F w CONNECT PLATE TO N �Z 3" . . o WITH 2 ROWS w ¢ R602.10.6.2 I• T oCL160 SINKER NAILS 3"OC = °C F •tT• •—i• fi x ~ 3-2x G Q O w lb SEE GARAGE 3 ROWS SD NAILS @ 12 OC r• \\\ BLOCKING FOR SHEATHIN6 z, a w= DOOR SHEATHING I I I I •I I I F. 4' ABOVE TOP OF RE UIREMENTS I. / % 0 �N°C O I I h CONNECT SHEATHING TO :I I I I SHEATHING 2- 2X6 �-FOUNDATION-CONNECT —/ O ¢D O ¢= SPLICE O Of O O "' HEADER WITH 80 LOCATION PT SILL WITH 3-ibD SINKER NAILS v n a @j COMMON NAILS IN I SILL SF`L USE WHEN WALL o •I I I • 3" OC GRID AS SHOWN •I( I CONNECT STUDS WITH IS OUT OF LINE N -- -2 ROWS IOD NAILS @ 4" OC WITH BRACED WALL Y � I r, wV)'o IL _ BY MORE THAN 4' I: ::- CONNECT SHEATHING6*11 11 TO ALL STUDS.PLATES 1 5/8"ANCHOR BOLT SILLS AND BLOCKING ---,WITH 2"X2"X3/16"WASHER #4 --1 Q Q WITH 2 ROWS 8D Y PLATE A307 BOLTS 7" EMB REBAR SIMPSON STHD 14 Z:1 I I I I COMMON NAILS STHD 14 TOP 6 STRAP TIE HOLD DOWN n" r @ 3" OC STRAP 4 DOWEL 24' BOTT WALL AT EACH END OF i AT CORNER 7241 WALL PANELS EMBEDMENTS 14"IN CONCRETE . sr 2��� COORDINATE WITHGARA6E 2�„ _ SINGLE GARAGE DOOR MINS DOOR ROUGH OPENING M}N 16" ONE STORY SHEATHING REQUIREMENTS 24"FIRST OF 2 STORY SINGLE GARAGE DOOR PLW OFA r� 1AWREN y FRAMING REQUIREMENTS "Ak�NEnrn 27765 O y i f _ 5112 12.0 M%LX STREET' - NEW tiOAAt 4 CAi � 1/4rl �1� � 000P, V V TA I L a BRACED WALL PANEL ADDITIONAL COMECTION.S BRACED WALL PANEL ADDITIONAL CONNECTIONS FOR ALL EXTERIOR WALLS 5602 10.5 GYPSUM WALL PANELS CONSTRUCTION CONTINUOUS STR=UCTURAL PANEL SHEATHING METHOD 5 5.602.10.3 7TH EDITION ALL OTHER NAILING NOT SHOWN.TO RE ALL OTHER NAILING NOT SHOWN IN CONFORMANCE WITH TABLE 560.2.3(1) TO BE IN CONFORMANCE WITH OF THE MASS:=CODE 7TH EDITION TABLE 5602.3(1) Of THE MASSACHUSETTS CODE 7TH EDITION i SEE PLANS AND SECTION FOR REQUIRED HURRICANE CLIPS _ _ AIR ) 8d (2 1/2"X.135" TOE: NAILS 2X AND CEILING SPACE r g�� 6,t -roa @ 6" O.0 3 PER BLOCK BLOCKING RAFTER CONNECTIONS 2X BLOCKING CONNECT DRY-WALL CONNECT DRY WALL 3 - 8d 6" O.0 WITH TYPE W OR S SCREWS @ 12" O.0 WITH TYPE W OR S 3 -.8d PER BLOCK 2 X BLOCKING PER ASTM 01002 SCREWS @ 12" OC PER TOE NAIL @ 16" O.0 WITH MIN PENETRATION ASTM C1002 WITH AT STUD RIM OF 5/8" TYPICAL MIN PENETRATION TO FIRST JOIST - • 5/8" TYPICAL JOIST CO3J,vecT wAu. a ROOF JOIST ' SPAN ( SPANr 6HeAT►4iwC- wtTH " 8.Q a6" Tod N,�,� I 1 � TOC AIA-.'%- e to"oc. PA-C(- k*_0a 5 v c. 2X ta�:o 4.L" �tirt:rit�ta�s 3-16d"EVERY 16" O.0 BLOCKING3-16d NAILS OF BRAC EWALL lNto DOUBLE UNDER 8:d NAILS.(2 1/2" X .113" RIt� `8oar�o oe� � JOIST (3 1/2'X.135") INTERIOR j EVERY 16" 1:6d NAILS(3 1/2" X ,135" OR BEAM PARTITION S.Q top- 'M444- WALL 8: @`6" O.C RIM BOARD JOIST SPAN 7�� TO PLATE TYPICAL PERPENDICULAR TO PARALLEL TO PARALLEL TO PERPENDICULAR TO i FLOOR FRAMING 1/2" A307 ANCHOR BOLT FLOOR FRAMING `�" of���q I � WITH NUT AND WASHER , FLOOR FRAMING FLOOR FRAMING WRENC$ 3 1/2" MIN 12" MAX FROM END o "AKoLo N AND MAX 6'-O" O.0 HA�N PATE [THE ALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF HE 7TH EDITION OF TIiB MASSACHUSLzTTS STATE BUII-D.1NG CODE FOR �~ ti { OR AS SHOWN ON DRAWINGS &2 FAIvULY DWELLINGS AND ALTERNATIVE DESIGNS AS INDICATED ON MIN 2 BOLTS / WALL P�4TC DRAWINGS. DO NOT MODIFY DOOR OR WINDOW OPENING SIZES 65�G � AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED 4 ON THB ARCHITLCI'UTiAL DRAWINGS WITH OUT AT'YROVAJ,OF'T'IiE FSS/ 'YA'L ENGINEER AS TI-0S MAY RESUL'f IN NON-CONFORMANCE R'ITH TIS I t I WALL BRACING FOR THIS PROJECT 15 BASED ON SECTION 5602.10 OF WALL BRACLNG fLCQUIRF1r1ENTS OF T.IiE CODE THE 7TH EDITION OF TH$MASSACHUSETTS STATE BUILDENG CODE FOR i 1&2 FAMILY DWELLINGS AND ALTERNATIVE DESIGNS AS ENDICATED ON THE DRAWINGS. DO NOT MODFFY DOOR OR WIIVDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WTrIi OUT APPROVAL OF THE I2.O MILL STREET — NEW HOME ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE '(I Sc AL.E : 114 1j t I- Q t► WALL BRACING REQUIREMENT.OF TIE CODE. i H o-P 15 i i STRUCTURAL GENERAL NOTES: 120 MILK STREET NORTH ANDOVER o oc oc_ oc, oc. 4 SPeUuG SPr+uvc sQac.vc sVaceLc 4- 1. LVL BEAMS SHALL BE ROSEBURG RIDGELAM, E=2,000,000 PSI,Fb=2900 PSI.OR APPROVED ----� f EQUAL. ALL INSTALLATION TO BE PER THE MANUFACTURERS CURRENT RECOMMENDATIONS AND SPECIFICATIONS ALL COLUMS DESIGNATED ON DRAWINGS AS I4tLe EXTERIOR VERSA LAM TO BE BOISE CASCADE VERSA-LAM 1.7 2650,DO NOT KNOTCH OR CUT LVLF_ DECKS,PORCHES&STAIRS BEAMS OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER. I LEVEL TRUS JOIST LVLs Fb-2600,E=1,900.000 PSI ARE AN ACCEPTABLE ALTERNATE 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS TO BE CONEECTED TOGETHER WITH END OF LEDGER DECKS,PORCHES AND EXTERIOR FASTEN MASTER TRUSS LOK AS SHOWN ON DRAWINGS. oR Jol.v I STAIRS TO BE DESIGNED FOR THE 3. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3 „ FOLLOWING LOADS: LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"OR AS DESIGNATED ON Gp tJniE CTDIt $sl6 FaSi t nl MS ST'E.R LIVE LOAD 60 PSF.,SNOW DRIFT II' I DRAWINGS OR ON STEEL. L E o4 E K a K 4. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE APPLICABLE,AND WIND UPLIFT 5. ROOF AND WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.AT o c_ .8x14- CE NT&R 5 PAC_t;vc- 60 PS e DECK Lcu�p FORCES.STAIR TREADS: THE PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT EDGES OR AS SHOWN ON GREATER OF 60 PSF 012 A 300 DRAWINGS 8 D o t c(� �" o c LB.CONCENTRATED LOAD. G. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S SCREWS IN ' ACCORDANCE WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE`FRAMING A MINIMUM 13-1'1 t o 1 O WIDE_ 5" D c . GUARD AND HAND RAILS,200 LBS OF 5/8".OR AS SHOWN ON DRAWINGS. i O=t' Co l Z w DE 4" cc. IN ANY DIRECTION AT ANY POINT 7. ALL OTHER FRAMING TO BE PER THE 7TH EDITION OF MASSACHUSETTS STATE I ALONG THE TOP.GUARDRAILS 1N- BUILDING CODE.FRAMING LUMBER fb=875 psi, E=1,200.000 psi j FILL COMPONENTS 50 LBS 8, ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE,INSTALLATIONAND REFER TO FA STE r( (v}ST E R T E GHIv i cq L f3 JI EETi/y NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. HORIZONTAL ON AN AREA EQUAL 9. . USE SIMPSON ,HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR D EG K L_EDc e z To R v M 3 o x sT Pop- TO I SG.FT. TRUSS.ALL EXTERIOR HANGERS AND HARDWARE TO BE CORROSION 1(V5TAL-PATI oN Pk OCE D UP ES p)✓D OTH E Q REQv,.REMErS PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES REFER TO SIMPSON STRONG-TIE RECOMMENDATIONS AND SIMPSON STRONG TIE RECOMMENDATIONS,OR DECK FRAMING CONNECTION STAINLESS STEEL. I GUIDE FOR CONNECTION SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD Dec K LE DG E P_ GONNEcp 07y REQUIREMENTS AND DETAILS. TIME FOR DELIVERY. CONSULT AN ENGINEER TO 10. ALL PRE-ENGINEERED JOIST TO BE BY ROSEBURG OR APPROVED EQUAL AND INSTALLED VERIFY DECK DESIGN AND PER THE CURRENT MANUFACTURERS INSTRUCTION AND SPECIFICATIONS,INCLUDING BUT CONNECTIONS PRIOR TO NOT LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEB STIIFINERS,BRIDGING, BRACING,NAILING AND CONNECTION REQUIREMENTS, ETC.,DO NOT KNOTCH OR CUT CONSTRUCTION. JOIST OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER SUBMIT CALCULATIONS TO THE ENGINEEER 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE MANUFASTURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS ALL EXTERIOR SIMPSON FOR LVL BEAMS,PRE-ENGINEERED JOIST AND SIMPSON CONNECTION HARDWARE. L" _ _ _ CONNECTORS TO BE.CORROSION 12. ALL STEEL TO BE A36,STEEL COLUMNS,WITH BASE AND BEARING PLATES TO BE BEAM Z e' —®— —� WIDTH a 8" • '/2" PLATES WITH 4-%"HOLES,BOLTED OR WELDED TO BEAM,OR AS � � I� t2" SIVE PROTECTED.CONTRACTOR TO SHOWN ON DRAWINGS. o F ciao.o. COORDINATE TYPE OF 13. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL THE Z,. ---�— ——�' CORROSION PROTECTION WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. "'-"-—` REQUIRED WITH THE TYPE OF 14, BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS ¢'S p,c. 9.Ptrca v O.C.S PA u N Z� 2.ROV�1. THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINNER PRIOR TO PRESSURE PRESSURE TREATED LUMBER PROCEEDING WITH CONSTRUCTION. SUPPLIED FOR EXTERIOR 15. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER BIG FOOT INSTALLATION MANUAL FRAMING,AND SIMPSON j 17. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT -------- - 2 STRONG-TIE RECOMMENDATIONS DRAWINGS INCLUDING SHOP DRAWINGS. 2ND 5 .0 t 18.. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND SNOW o F OO LOAD 50 PSF,DECK LL 60 PSF WIND LOAD 100 MPH.,EXPOSURE B 19 .FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MINIMUM SPECIFIED FRAMING HARDWAREBEARING CAPACITY OF 2 TONS PER SQUARE FOOT. 20. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF THE 7TH EDITION OF 3 ROW 5 MAY REQUIRE A SPECIAL ORDER. 4...; THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS AND � ... _ _ _ _ ALLOW SUFFICIENT LEAD TIME ALTERNATES AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW NOTE: CAREFULLY FOR DELIVERY.NO OPENING SIZES AND LOCATIONS,OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED THE NORTH ANDOVER BUILDING DEPARTMENT SVBSTIIUTIONS WILL BE . ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS WILL REQUIRE A FRAME INSPECTION AND CERTIFICATION ALLOWED WITHOUT APPROVAL MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF NOTES: FROM THE ENGINEER THE CODE. I) SCREWS TO BE FA5TEN Mq Sre Q- FROM THE ENGINEER 21. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A T R v 5 S t-OK P�ZH PART OF ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT IA'DIACBRING ALL DISCREPANCIES TED. SEE DRAWINGS FOR LENGTH OF SCREW AND PROPOSED DEVIATIONS AND OF,y� - DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED ON CENTER SPACING. ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN WITHOUT APPROVAL OF THE ENGINEER 2) ALL 2-MEMBER LVL BEAMS TO RAVE SCREWS DEPICTED TO THE ATTENTION OF THE ENGINEER PRIOR TO � L WRENCE oy �12.1 I 22. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION FROM ONE SIDE. PROCEEDING WITH CONSTRUCTION. I - HAkOLD N S SUPERVISOR IS TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAVE o` D.. PERFORMED ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES SCREWS FROM SIDES UNLESS INSTALLATION REQUIREMENTS AND THE 7"'EDITION OF THE OTHERWISE NOTED ON DRAWINGS. DO NOT DEVIATE FROM THESE DRAWINGS 7765 `" -o MASSACHUSETTS BUILDING CODE FOR 1&2 FAMILY RESIDENCES. 4) USE TYPE OF SCREW SPECIFIED DO NOT WITHOUT APPROVAL ��4,� ENGINEER:LAWRENCE EL OGDEN P.E. SUBSTITUTE AS CAPACITY MAY NOT BE 198 EAST MAIN STREET ADEQUATE. S GEORGETOWN,MA.01833 DETAIL OF CONNECTING 978-352-8318, cell 978-502-5921 LVL MEMBERS TOGETHER l20 MILK STREET' - niEw HoMt * GNROSEBURGJO[ST&BEAM.-I.DOC 4/30/11 � Its/l 1 SC ALS : I t'y 1 ES 0� (� GE--fvERAL NOTI—S AtiD DETA kL 5