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HomeMy WebLinkAboutBuilding Permit #389-2011 - Dogwood Circle-Bldg 20 Units 2001, 2002, 2003 11/5/2010 BUILDING PERMIT cF No or" qti TOWN OF NORTH ANDOVER 02 _, o° APPLICATION FOR PLAN EXAMINATION41 Permit NO: 2 O Date Received 7 p�g4TED �SSgcHus�� Date Issued: IMPORTANT: Applicant must complete all items on this page LQCATI-_N F - F- ,Pf?O,PER`rY�OlIUNEft- ; , F e'�i 6A [ fik•.r - MAPPARCPw EL ZON1N s, oris is ti FY yes no Machine Shop Village yes :no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building One family Addition \Xo or more family Industrial Alteration No. of units: `� Commercial Repair, replacement Assessory Bldg Others: Demolition Other Se tic;- WellFloo lain �111 Petlaraas 'E atershecl`D�strict r_ �. � SNater/5ewer DESCRIPTION OF WORK TO BE PREFORMED: �1 ".41 - b - 4 cz.h "�n�L `J.Sr�. Off-i s �.i t Identification Please Type or Print Clearly) OWNER: Name: V 12 Q Phone: ci `�' �- c� `�"� — MP3po Address: i o S a-.� �` tQ 0,41, A , ©1 `�4•� btl TRA TO , N me ` g r l='3 orae Address. c� c . n - ►?. , _ 1 . Suprvasor's Constatac �on tense is t3 µ xp a#e 3 R ,r _ Home Irrovenaen#t'icense: .- . . Ex :n - p _ a#e ARCH ITECT/ENGINEER'���'�.,4,1.. �.;`.le,e,.l-�.� Phone: Gt-1 '6— 4a3 a-i­9t Address: TJec=,L,,,2,2 N t--1 , 0 So(64 �i 14— Reg. No. 90%5 FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ �� a`�y FEE: $ �l 3 OD Check No.: 00006// Receipt No.: 6 66_� NOTE: Persons contractin w unregistered contractors do not have acce to the guaranty fund Signature sof Agent/O 6e Signature of contract r .. , � i'�A,►.14(r6f�. _ .,.. Location 00 11.2 601 003 �Q �D 6116.16 No. 6 Date NORTH TOWN OF NORTH ANDOVER 0 F w a 9 Certificate of Occupancy $ 360 Mus<�' Building/Frame Permit Fee $ 0&0 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3 6 Check # 6000CII r 2366 Bui ding Inspector Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer 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 INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water $ Sewer Connection/Signature &Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street F1RE DEPAFTNtVTem� Dumps#er onsi#e Locateda 124. Main 5t{eet dare Departrraen signa uie/date y r d r G . COMMF-. TS"... _ i Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine 1 NOTES and DATA— (For department use) 0 Notified for pickup - Date Doc.Building Permit Revised 2010 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 Doc:Building Permit Revised 2008 n^nr;c:m>i eoa�<ef.ama-nil:ma:. n; Cclarr�ln! a!U+xa .evn•tn! ..v.. ,,ronu lu:llue t v.Y,3il/•[r/ Inft^NIiCf1UF.0 n rxiy x...r.�.� c -- �►iILLJ U b . BUILDING 20: 2001, 2002, 2003 DOGWOOD CIRCLE - NORTH ANDOVER, MA. 01845 u i z on —_ — - ARS cl Bos IN, _ ___ ---- -- _- - - _ - -- - -_ - _ - -- _ - - --- - - _ - - - ERTIFt THAT - - --_--_ -. .- - - - .._ -____ -. -.- - _- .- - _ _ - - - - -_ _ -_ TION M00i 'KITH OF i�As 1 HEREBY C HIS PLAN AN Ally RELATED CONE RUC DLiLN ttl PREPARED 1'ME OR UNDER M'!DIRECT :7--- S UPER VI AND THAT A DULY REGISTERED C LAY> I .Jr N Altli -- --- ----- - -- ---- -- - -- _-- -- - - ---- -� - -- - Of MASSACHUSETTS AS { CERT Ii IED BY UIY HAND :.IJD SEAL. MA. SEAL 9085: Q wF F:4 < v: f l I I 1 1 I I I I I ; < H 1 1 I I I I I I i I I I I I I LQ uw I I I I I I I I I I I 1 1 i I I � � r1-1-r--rL----------------------------I T_ —TI—I-r - - -- ---- -L -- - - - - --rl—I, -- -- ----Ti-1-- --- - - - �-�—�- - �—� T, -- —————— ——— r W C4 O Q W NORTH ELEVATION 3 ¢ O SCALE:V1 !'-D' r KEY PLAN LOCU5 MATE:RIAL5 p y -a - r • V • 'rrr/ .--� / f 7` _ w\�---_� - t `w^`_ t -.�( a iT iii STEEL PARTIT ONO }-' �. _- j A"flY x c STUD u 'f✓�.':., ,�f,�t ».. �• / CONCRETE PARTITION O i �' ... -`'wee0- , t �/J`r • -III .OSB SHEATHING FLASHING FIN15H WOOD C, \\\ D r CONCRETE 5L K. PLYWOOD G - �'� -_ w; - ( - - ( } - •. FACE BRICK O NO. REVISIONS CONT.BLOCKING ��'t.y� .__ _ '♦ ( ( ��� - r. �I .• S L MARBLE r '-• t '1 DARY �+ BLOCKING .86]f ' _ ^ - - sirE 8013N 4Q CERAMIC TILE + �//•, / - ScnF J •- ( _ p � GYPSUM BOARD AC' \ \ 0COMPACT .- � )rr y ! F. , t. ' GRAVEL CEILING TILE OR L, ' - �� B1TurolJous PAVING EARTH • .,' - l -T'• ""` _- --- • RIGID INSULATION IN ,y/ .f / - - � ,� l• SITE DEVELOPMENT ARE' � © GLASS 6 TT INSULATION URA\lTl CHECKED ' -• / '• - .. f -rIST'G WALL O �' R.J.V. R.J.V. n £N3 ." L�: -•`c.�.. --� w���! a° �" � � C�'=�'7 j) -t�• - . .BI{1G:1da6 i � V r.�- O TO REMAIN o y�Nw�yL rst<G • f { '� ��. JR e V j'��,, 'w"' 'Y • I � " rise • •• DATE 11/01/2010 _}ll - ` ' 7 •'� SCALE A5 NOTED � .. .' '• {{��ffyyy�y,� � _ � '-'" i . $�' ��r ��.1 - .___- �.._ � _ _ __ _ JOB NO. :2009-09-20. '�.. T'-"�•� _--•-_.mow-• o_.- -_ - a CONSTRUCTION DRAYANG $A COVER SHEET i ,'�- fe Q ti'.. t .z ✓�ea:e ... = +ztux SHE-T: I cs_ 1 PROJECT" NO.: 2009-04 -20 L E: 57/01/2010 ell G OF - SHEETS .2001 ,2 00 2 2.®63 O�cJ198 C �d �[���///��� F F a)fe Vl1PEaCn<PCNMCCTUPC.A + sAP 1__j R W O"D RE �J RV E WRCnITE01.rrf��woonsr nenoCnee Ormens1ma anera al�eaowaaeLD ne>e Ora ceCl oe VUPEaMI e�/1 91IKea DRIFr,I� wMgs s a.CONT�ACTJPC ��rl,-----5��� e �E^lian_sno� Mps� L O e BUILDING 20: 20019 20029 2003 DOGWOOD CIRCLE - NORTH ANDOVER, MA. 01845 o U w en .. . u i Jt c Ci a s � z �< � ARCHITECTURAL ABBREVIATIONS _ GENERAL NOTES DRAWING INDEX Q N c� � 1 AND E. EAST L. LENGTH = SOUTH,SOIL JOH NO. 2009-04-20 p7 t; Lv= o • AT IE) EXISTING L.D. LINEAR DIFFUSER S.A. SUPPLY AIR.SINGLE ACTING L THE TERM'WORK'AS USED IN THESE NOTES SHALL INCLUDE ALL PROVISION$ A5 DRAWN OR SPECIFIED 0./ m .'mJLo m A AIR EA. EACH LAB, LABORATORY SAN. SANITARY IN THESE DOCUMENTS AS WELL A5 ALL OTHER PROVISIONS SPECIFICALLY INCLUDED BY THE OWNER IN A.B. ANCHOR BOLT IS) E.A. EXHAUST AIR LAM. LAMINATE ID) 5.C. SOLID CORE THE FORM OF DRAWINGS.SPECIFICATIONS.AND WRITTEN INSTRUCTIONS, Q ARAN. ABANDON E.F. EACH FACE LAV. LAVATORY S.C.D. SEAT COVER DISPENSER DATE ISSUED: 11/01/2010 xs AB V.C. ABOVE CEILING E.H.H. ELECTRIC HAND HOLE LB.a s POUND SCHED. SCHEDULE 2, BEFORE SUBMITTING A BID.THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE PREMISES ✓ ABV. ABOVE EL. ELENA TION L.C. LEAD COAT IED) SCR. SCREEN TO BECOME FAMILIAR WMH THE EXISTING CONDITIONS AND THE EXTENT OF WORK REQUIRED TO A.C. AIR CONDITION LING) ELEC. ELECTRIC (AL) LG. LONG S.D. STORM DRAIN,SOAP DISPENSER. COMPLETE THE PROJECT. ARCHITECTURAL ACOUS. ACOUSTICAL ELE V. ELEVATOR L.H. LEFT HAND 5UBDRAIN AC.PNL. ACOUSTICAL PANEL EMER. EMERGENCY L.H.R. LEFT HAND REVERSE 506. SIDING 3. CONTRACTORS SHALL NOT SUBMIT A BID FOR THIS WORK UNLE55 THEY ARE FULLY QUALIFIED AND CS-1 PROJECT COVER SHEET AC.T. ACOUSTICAL TILE E.M.H. ELECTRIC MANHOLE LKR. LOCKER SEC7. S:CTION LICENSED BY THE STATE IN WHICH THE WORK IS TO BE PERFORMED. C5-2 PROJECT DATA AND CODE INFORMATION A.T.C. ACOUSTICAL TILE CEILING ENC TO ENCLOSURE L.L. LEASE LINE 5ER SMOKE EXHAUST FAN IF THE CONTRACT DRAWINGS ARE FOUND TO BE UNCLEAR,AMBIGUOUS OR CONTRADICTORY,THE A-1 FOUNDATION/PLUMBING STUB-UP PLAN A.D. ACCE95 DOOR.AREA DRAIN ENT. ENTRANCE L.P. LIGHT POLE,LOW POINT SERV. SERVICE 4. ADD. ADDENDUM E.O.D. EDGE OF DECK LTL. LINTEL 5.F. SQUARE FEET CONTRACTOR MUST REQUEST CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING FOUNDATION DETAILS ADOL. ADDITIONAL E.O.F. EDGE OF FLANGE L7. LIGHT 5.H. SPRINKLER HEAD WITH THAT PART OF THE WORK. ADJ. ADJUST fABL E).ADJACENT E.O.R. EDGE OF ROAD ROOF LTG. LIGHTING SH. SHELF A-I.I FOUNOA70N DETAILS A.F.F. ABOVE FINISH FLOOR E.P. ELECTRIC PAN LL90ARD S. THE ARCHITECT SHALL BE AVAILABLE TO VISIT THE SITE WHEN REQUESTED.IF A CONDITION EXISTS ALT. AL TERNA7E EQ. EQUAL IT.WT. LIGHT WEIG M7 SMT. HEET THAI REQUIRES OBSERVATION OR ACTION BY THE ARCHITECT OR ENGINEER.THE CONTRACTOR ANCHOR BOLT/SILL PLATE SPECIFICATIONS ALUM. ALUMINUM EOUIP. EQUAL NT 5HT H. SHEATHING SHALL NOTIFY THE OWNER AND THE ARCHITECT. 1 HEREBY CERTIFY THAT A.P. ACCESS PANEL E.W. EACH WAY MACH. MACHINE SL. SLEEVE A-2 FIRST FLOOR WALL FRAMING PLAN THIS PLAN AND ANY AP PROX. APPROXIMATE (L Y) E.W,C. ELECTRIC WATER COOLER MA5. MASONRY S.M.H. SEWER MANHOLE 4. CONTRACTOR SHALL BE FAMILIAR WI7H PROVISIONS OF ALL APPLICABLE CODES AND SHALL INSURE WINDOW SCHEDULE RELATED CONSTRUCTION MAT. MATERIAL S.N.D. SANITARY NAPKIN DISPENSER THE COMPLIANCE OF THE WORK WITH ALL LOCAL,STATE AND NATIONAL CODES,THE MORE STRINGENT DOCUMENTS WERE ARCH. ARCHITECT (URAL) E.W.H. ELECTRIC WATER HEATER 9.N.R. SANITARY NAPKIN RECEP7ICLE SHALL GOVERN. A-21 FRAMING DETAILS.WALL SECTIONS PREPARED BY ME OR ASPM. ASPHALT EXIST. EXISTING MAX, MAXIMUM M.C. MEDICINE CHEST S.P. SOAP DISPENSER.STORM DRAIN. WINDOW TYPES UNDER MY DIRECT L ORG ANGLE IMETAL) EXH. EXHAUST 5UBDRAIN 7. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ANGLE (DEGREES) EXP. EXPANSION M.C.F. METAL CAP FLASHING SAFETY.CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION.COMPLIANCE WITH STATE AND SUPERVISION AND THAT MECH. MECHANICAL SPEC IS). SPECIFICATION l5) FEDERAL REGULATION REGARDING SAFETY AND COMPLAINCE WITH REQUIREMENTS SPECIFIED IN THE A-3 SECOND FLOOR FRAMING PLAN I AM A DULY REGISTERED AT C. A7 CEILING EXPO. EXPOSED MED. MEDIUM SPQKR. SOLIA KER OWNER/CONTRACTOR 15.AND SHALL BE.THE CONTRACTORS RE5PON51BILITY. FRAMING DETAIL ARCHITECT UNDER EX F.JT/E.J.EXPANSION JOINT MEMB. MEMBRANE UTC IX TI$C EXT. EXTERIOR MET. METAL S.R. SPRINKLER RISER B. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR A-3.1 FRAMING DETAILS OF MASSA B.C. BOTTOM OF CURB.BRICK COURSE. MFD. MANUFACTURED STA. STATION ALL CONSTRUCTION MEAN5.METHODS.TECHNIQUES.AND SAFETY PROCEDURES AND FOR COORDINATING- CERTIFL - iR/11/ BLOCK COURSE F.A. FRESH AIR.FIRE ALARM MFG. MANUFACTURING 570. STANDARD ALL PORTIONS OF THE WORK. •L`'I/V BD. BOARD A-1 SECOND FLOOR WALL FRAMING PLAN F.A.I. FRESH AIR INTAKE MFR. MANUFACTURER 5TL. STEEL AND BEL. BELOW FRAMING DETAIL.WINDOW SCHEDULE F.B. FLAT BAR M.H. MANHOLE 5.5. STAINLESS STEEL.SERVICE SINK 9. DO NO7 SCALE DRAWINGS.USE WRITTEN DIMENSIONS FOR ALL MEASUREMENTS. ALL DIMENSIONS ARE TO BIT. BITUMINOUS F.C. FIRE CODE MIN. MINIMUM STOR. STORAGE FACE OF CONCRETE,FRAMING,OR MASONRY.IUNLE 55 NOTED OTHERWISE.) Ae� BIT.CONC.BITUMINOUS CONCRETE F.C.O. FLOOR CLEANOUT MIR. MIRROR 5TRUC7. STRUCTURAL A-6 LOFT LEVEL FLOOR FRAMING PLAN �7 B.L. BUILDING LINE FD. FLOOR DRAIN.FIRE CAMPER MI5C. MISCELLANEOUS 5URR. SURROUND 10. CONTRACTOR SHALL SECURE ALL PERMITS AND FEES INCURRED IN THE COMPLETION OF THE PROJECT. LOFT LEVEL WALL /LOW ROOF FRAMING PLAN INCLUDING BUT NOT LIMITED TO BUILDING PERMITS,WATER.TELEPHONE AND ELECTRIC SERVICE Q� BLT. BUILT EDN. FOUNDATION MLDG. MOULDING SUSP_ SUSPEND IED) FRAMING DETAILS BLDG. BUILDINGW. SWITCH CONNECTION,CERTIFICATE OF OCCUPANCY SURVEYS AND INSPECTIONS. FE. FENCE MOMA 5ONRY OPENING A-L ROOF FRAMING PLAIN BLK. BLOCK .W. SIDEWALK F.E.0 FIRE EXTINGUISHER CABINET M.O.MOD. MODULE,MODULAR II. SCOPE OF WORK:THE CONTRACTOR SHALL INCLUDE AND PROVIDE ALL LABOR.MATERIALS.EQUIPMENT. O. �� BLKG. BLOCKING SY M. ST MET RIC AL F.F. FINISH FLOOR MTD. MOUNTED TRANSPORTATION AND PAY ALL EXPENSES INCURRED IN THE PROPER COMPLETION OF WORK UNLESS FRAMING DETAILS BM. 6E I F.H_ FLAT HEAD MTG. MOUNTING.MEETING SYMB. SYMBOL SPECIFICALLY NOTED TO 8E THE WORK OF OTHERS.CONTRACTOR SHALL PERFORM ALL WORK F� BOl. BOTTOM F.H.C. FIRE HOSE CABINET MULL. MULLION NECESSARY FOR PRODUCTION OF A COMPLETE,HABITABLE PROJECT.INCLUDING BUT NOT LIMITED TO A-T FRAMING SECTIONS A-A.FRAMING DETAILS A B (ye BRK, BRICK FIB. FIBER T. TREAD SITEWORK.ARCHITECTURAL.ELECTRICAL,PLUMBING AND HVAC. +"y ` BRKI. BRACKET FIN. FINISH TAPD. TAPERED 12. INSURANCE:WORKMAN'S COMPENSATION AS REQUIRED BY LAW,AND PUBLIC LIABILITY SHALL BE CARRIED A-B FRAMING SECTION B-B.FRAMING DETAILS )• c`V BSM7. BASEMENT IN) NEW V FIN.FL. FINISH GRADE T.B. TOWEL BAR BY THE CONTRACTOR. BULL. BULLETIN N. NORTH FIN L. FINISH FLOOR 7.C. TOP OF CURB A-9 FRAMING SECTION C-C.FRAMING DETAILS BUL L.BD. BUGLE TIN BOARD NAT. NATURAL T.D. TOWEL DISPENSER,TRENCH DRAIN 13. GUARANTEE: THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED AND S FL FIXTURE NEG. NEGATIVE S FL. FLOOR.FLUSH NJ.C. NOT IN CONTRACT TEL. TELEPHONE INSTALLED BY HIM,OR HI5 SUB-CONTRACTORS FOR A PERIOD OF ONE IU YEAR FROM DATE OF A-10 FRAMING SECTION D-D.FRAMING DETAILS O P FLASH. FLASHING TEMP. TEMPER EC ACCEPTANCE AND SHALL REPLACE ANY DEFECTIVE WORK WITHIN THAT PERIOD WITHOUT EXPE NCE 70 CAB. CABINET FL DG. FOLDING NO.a e NUMBER TER. TERRA 220 THE OWNER AMC) PAY FOR ALL DAMAGES TO OTHER PARTS OF THE BUILDING RESULTING FROM A-P FRAMING SECTION E-E.FRAMING DETAILS CAR. CARPET FL.GL. FLOAT GLASS NOM. NOMINAL T 1 G TONGUE 1 GROOVE DEFECTIVE WORK WITHIN TEk 110)DAYS AFTER IT IS BROUGHT TO HIS ATTENTION. (V C.B. CA7CH BASIN FLUOR. FLUORESCENT N.T.S. N07 TO SCALE TISSUE HOLDER C.B.C. CONCRETE BLOCK COURSE F.O.C. FACE OF CONCRETE IHK. THICK 11. PROTECTION:THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK AND THAT OF H15 SUB- A-D FRAMING SECTION F-F.FRAMING DETAILS IfJ H •• C.D. CEILING DIFFUSER F.O.F. FACE OF FINISH O. OIL CONTRACTORS FOR LOSSES AND DAMAGES TO EQUIPMENT,70045.AND MATERIALS USED IN y [� Q CONDENSATE DRAIN F.O.H. FACE OF MASONRY IHR. THRESHOLD f. O.A. OVERALL.OUTSIDE AIR CONJUNCTION WITH THE WORK AND FOR ACTS OF HI5 EMPLOYEES. A-13 FIRST FLOOR PLAN.DOOR SCHEDULE.FINISH NOTES _ OBS. OBSCURE T.M.H. TELEPHONE MANHOLE n CEM. CEMENT F.O.S. FACE OF Sl UC 1 P. TOP OF PAVEMENT 1S. CLEANING UP: THE CONTRACTOR SHALL,Al ALL TIMES KEEP THE PREMISES FROM ACCUMULATION OF Q uo CE M.PL. CEMENT PLASTER F.P. FIREPROOF (LNG) O.C. ON CENTER T,P,D, TOILET PAPER DISPENSER WASTE MATERIALS AND RUBBISH AND AT COMPLETION OF THE WORK THE CONTRACTOR SHALL REMOVE A-14 SECOND FLOOR PLAN.DOOR 5CHEDULE.FINISH NOTES LIJ CER. CERAMIC F.k. FIRE RETARDANT O.D. OUTSIDE DIAMETER.OUTSIDE T PH TOILET PAPER HOLDER ALL RUBBISH.IMPLEMENTS.AND SURPLUS MATERIALS AND LEAVE THE HOUSE CLEAN,WITH PAINTED r� �T�FT-� C.G. CORNER GUARD.CEILING GRILLE FR. FRAME DIMENSION T.O.C. TOP OF CONCRETE AND WOOD SURFACES CLEAN.ALL FLOORS WAXED AND/OR POLISHED AS SPECIFIED.AND ALL GLA55 A-16 LOFT LEVEL PLAN.DOOR SCHEDULE.FINISH NOTES r� F+. C.M_ CABINET HEATER,COAL HOOK F.R.F. FIBERGLASS REINFORCED PLASTIC O.F.C.I. OWNER FURNISHED,CONTRACTOR 7 O.F. TOP OF FOOTING AND MIRRO R5 CLEANED AND POLISHED. - ✓ CHKD. CHECKERED F.S. FULL SIZE INSTALLED 7.0.5. 70P OF STEEL A-k ROOF PLAN.GENERAL NOTES U U z C.I. CAST IRON(PIPE) FT. FOOT_FEET OFF. OFF)CE I4. CONTRACTOR 15 TO PROVIDE A L15T OF ALL 5UB-CON7RAC70R5 USED 70 THE OWNER.COMPLETE WITH Q C.I.P. CAST-IN-PLACE FTG. FOOTING T.O.W. TOP OF WAIL O.H. OVERHEAD ADDRESSES.PHONE NUMBERS AND COPIES OF ALL WARRANTIES. ( t/] J z e• C.J. CONTROL JOINT OPER. OPERATOR TOL. TOLERANCE A-IT NORTH ELEVATION.WE57 ELEVATION F FUR. FURRING T.PTN. TOILET PARTITION W C� C CK-BO. CHALK BOARD FURN. FURNISH IED) OPNG. OPENING Il. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED AND INSTALLED AS REQUIRED AND LOCATED BY THE q-IB SOUTH ELEVATION.EAST ELEVATION Q Fn DPP. OPPOSITE IRAN. TRANSOM FIRE DEPAERTMENT AND IN ACCORDANCE WITH TBO CMR 3403.14 FIRE PROTECTION SYSTEMS 13[.03.6.3 end 3403.1410) CL. w CENTERLINE FUT. FUTURE TRANSF. TRANSFORMER A OPP.H. OPPOSITE HAND CLC. CEILING F.V. FIELD VERIFY TV TELE V1510N IB. OWNER SHALL HAVE ACCE55 TO THE PROJECT FOR COMPLETION OF WORK BY OWNER. CLOG. CAULKING DRG. ORGANIZED TYP. TYPICAL STRUCTURAL CLO. CLOSET C.M. CLEAR G. GAS PART 50, PARTICLE BOARD I Q m C.M.U. CONCRETE MASONRY UNIT GA. GAUGE PART. PART BUT UC. UNDERCUT FLOOR AND ROOF TRUSSES ARE S BE PRE-ENGINEERED.THE W X (� C.O. COUNTER P.B. PUSH BUTTON LLF. UNDER FLOOR Q GAL. GALLON f5) TRu55 FABRICATOR SHALL BE RESPONSIBLE FOR CORRECT > (yj C.O. CLEAR OPEkING.CLEANOUT GAL V. GALVANIZED P.C. PLUMBING CONTRACTOR U.H. UNIT HEATER 57RVCTURAL ENGINEERING OF ALL MEMBERS BASED ON PROJECT /� J COL. COLUMN PC. PIECE U.L. UNDERWRITER'S LABORATORY 1� O W G.B. GRAB BAR CONDITIONS. COMP. CoNPRE5516LE,COMPACTOR G.C. GENERAL CONTRACTOR PERFM PERIMETER UNFIN V. UNEXCAVATED GENERAL DESICsN CRITERIA CONC. CONCRETE PERF. PERFORATE ID) UNPIN. UNFINISHED G.D. GUTTER DRAIN COND. CONDITION.CONDENSER PERP, PERPENDICULAR 110) U.N.D. UNLESS NOTED OTHERWISE PLUMBING 0 Z v 1 GEN. GENERAL ARCHITECTURAL DESIGN CRITERIA 3 Q 2 En CONI. CONFERENCE PG. PAGE U.O.N. UNLESS 07HERW15E NOTED G.1. GALVANIZED IRON CONN. CONNECTION.CONNECTOR GL GLASS PL. PLATE UR. URINAL f*r' CON57. CONSTRUCTION P.L.a p PROPERTY LINE N/A (,]; r •� t"" [i7 GLZO. GLAZED r CONT. CONTINUO G.M. GAS METER PLAS. PLASTIC V. VENT MASSACHUSETTS STATE BUILDING CODE.TBO CMR, SEVENTH EDITION Q O CONTR. CONTRACTOR PL.L AM. PLASTIC LAMINATE V.B. VAPOR BARRIER GNC. GROUND COORD. COORDINATE PLUMB. PLUMBING V.C. VITRIFIED CLAY �` CYipe z CORR. CORRIDOR GR. GREASE.GRADE PLYWO. PLYWOOD V.C.T. VINYL COMPOSITION TILE THREE 13)UNIT WOOD FRAMED TOWNHOUSE BUILDING MECHANICAL O 0 GRAN. GRANITE J V C.R. COLD-ROLLED.CEILING REGISTER P.Fi. PRESSED METAL VERT. VERTICAL p, GRAN. GRAVEL �j C5. COURSE IS) PNL. PANEL VE57. VESTIBULE BLDG. USE GROUP: RESIDENTIAL R-2 .�• G.W.B. GUARDRAIL N/A (L] Q C SK. COUNTERSUNK G.W.B. GYPSUM WALLBOARD PNL G. PANELLING V.I.F. VERIFY IN FIELD C.T. CERAMIC TIRE POS. POLISHED VIN. VINYL CT, COUNT,COURT POS. POSITIVE Y.J. V-JOINT CTR. CENTER H. HIGH p.p.GL. PAL15HED PLATE CLASS VNR. VENEER u W CU. CUBIC H.B. HOSE BIB PR. PAIR V.R, VENT RISER STRUCTURAL DESIGN CRITERIA ELECTRICAL C.U.N. CABINET UNIT HEATER H.C. HOLLOW CORE PRE.CONC.PRECAST CONCRETE V.S. VENT STACK C a[ CHANNEL N.D. HUB DRAIN PRKG. PARKING V.T. VINYL TILE MASSACHUSETTS STATE BUILDING CODE. 100 CMR, SEVENTH EDITION Q HOBO. HEADBOARD PT, POINT HDR. HEADER GROUND SNOW LOAD - 55 PSF N/A ne. HOWR. HARDWARE D. DRAIN W. WEST.WIDE.WASTE HD.F. HANDICAP DRINKING FOUNTAIN BASIC WIND SPEED (MPH) TIO a D.A. DOUBLE ACTING P.T. PRESSURE TREAT EC W/ WITH DBL. DOUBLE HDWD. HARDWOOD PTD. PAINTED W.B. WOOD BASE EARTHQUAKE DESIGN FACTORS: SB 0.33. SI 0.075 HK. HOOK FIRE PROTECTION DEC.. DEGREE PTH. PARTITION W.C. WATER CLOSET H.H. HOLLOW METAL DEP. DEPRESSED P1.D. PAPER TOWEL DISPENSER W.C.O. WALL CLE ANOU7 TOWNHOUSE UNITS ARE FULLY PROTECTED WITH AN AUTOMATIC HO. HOUSE SPRINKLER SYSTEM.THE ST STEM Well BE DESIGNED AND INSTALLED NO. REVISIONS DEPT. DEPART HE N7 P.T.R. PAPER TOWEL CHLORIDE ICLE WCA WOOD HO.P HORIZONTAL TABLE 6301.6 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER SQUARE FOOT: BY A LICENSED TRADE CONTRACTOR PURSUANT TO M.G.L.CHAPTER DET. DETAIL P.V.C. POLYVINYL CHLORIDE WOW. WINDOW H.P. HIGH POINT.HORSE POWER D.F. DRINKING FOUNTAIN W.L. WIRE GLASS.WALL GATE HR. HOUR 42 SECTION BIR(e).92 SECTION 404 13)AND CHAPTER N3 SECTION 61A. DIA. w o DIAMETER OR ROUND W.H. WALL HUNG.WALL HYDRANT USE LIVE LOAD (PSF) DIFF. DIME 51O HT. HEIGHT O.T. QUARRY TILE u)L HR. WHEELCHAIR HTR. HEATER DIM. DIMEN5IDN W.I. WROUGHT IRON HVAC HEATING.VENTILATION,1 DK. DISPENSER W.M. WIRE MESH,WATER MAIN. ATTICS WITH STORAGE DK. DARK AIR CONDITIONING R COEFFICIENT OF THERMAL WATER METER 1 0 SYMBOLS ON. DOWN HYD. HYDRANT RESISTANCE W/0 WITHOUT ATTICS WITHOUT STORAGE ID H.W. HOT WATER D.O. DOOR OPENING R. RISER,RAENUS WP. WATERPROOF (LNG) M.W.H. HOT WATER HEATER DECKS SO DO. DITTO R.A. RETURN AIR W.P. WORK POINT DOM. DOMESTIC RAD. RADIUS W.5 WASTE STACK EXTERIOR BALCONIES DP. DEEP,OAMPROOF (ING) I.D. INSIDE DIAMETER,INSIDE R.C. REINFORCED CONCRETE PIPE WT. WEIGHT 40 -DOOk NUMBER DR. DOOR R.D. ROOF DRAIN W,W.F. WELDED WIRE FABRIC FIRE ESCAPES q0 DIMENSION 0.5. DOWNSPOUT IN. INCH,INCHES ROWY. ROADWAY W.W.M. WELDED WIRE MESH GUARDRAILS AND HANDRAILS 200 DRAWN CHECKED DWG 15) DRAWING (5) INCAN. INCANDESCENT REF. REFER.REFERENCE DWG. DOWEL INCL. INCLUDE r5).INCLUSIVE REFR. REFRIGERATE.IAN7),CATION), GUARDRAILS IN-FILL COMPONENTS 50 DETAIL NUMBER IATOR),IATED) YD. YARD R.J.V. R.J.V. IN5T. INSTALL (ED) PASSENGER VEHICLE GARAGES 50 6 INSUL. INSULATION,INSULATING. REG. REGISTER INSULATE fD) REIHF. REINFORCE (0) ROOMS OTHER THAN SLEEPING ROOMS 10 A`-B SHEET ON WHICH DETAIL DATE 11/01/2010 INT. INTERIOR RELOC. RELOCATE 30 1$DRAWN INV. INVERT REM. REMOVE SLEEPING ROOMS REMOD. REMODEL STAIRS q0 SCALE AS NOTED RET. RETAIN.RETURN SECTION LE77E11 JAN. JANITOR J.c. REQ'D. REQUIRED A JJANITOR'S CLOSET RE51L. RESILIENT JOB NO. :2009-01-20 q T. JOINT REV. REVISED A-y•-SHEET ON WHICH SECTION J. . JOINT FILLER R.H. RIGHT HAND,ROBE HOOK 15 DRAWN CONSTRUCTION DRAWING - J5T. JOIST R.H.R. RIGHT HAND RE VERSE O © DD p O p p p Q COVER SHEET 2 RM. ROOM 5ECTION OR DETAIL NUMBER SHEET: 2 AND.a o ROUND K.E. KITCHEN EXHAUST R.O. ROUGH OPENING /-SECTION OR DETAIL TITLE KIT. KITCHEN RR. RAILROAD K.P. KICK PRATE I DETAIL [') /'1 �. K.O. KNOCKOUT R D. ROOF TOP UNIT PROJECT NO.: 2009-04 -20 DATE: 17/01/2010 1\J L RIND. REDWOOD A-I SCALE:I/1'•I'-O' R.W.L. RAIN WATER LEADER SHEET NUMBER OF 2 SHEETS Ho o U ]O-O VT T'-4• ^ V U 4 2001 2001 2001 < 20'-r 2o--r Q o < 2003 2002 ?° F a r- - —— - -— —— — —— r� o IL�% o o��AL- - -- - - - - r-Jl - 1PVL -- - -- r PVC �--f PVC ....PPPPPP ..,...... .:...-_... I I I I I PVL / I I HEREBY CERTIFY THAT THIS PLAN AND ANY A-1 q-I i a•Pvc r we RELATED NTON Doc UMENTSCOWERESTRUC PREPARED BY ME OR ] qVc I UNDER MY DIRECT I ,'SLAB STEP SUPE AM A DULY RECISTERED AMR I SIGN AND THAT ARCHtTECT UNOE II I I SHOWER DRAIN BOX EMX515ERTING,'SPRWKLER LAWS OF THC l I I I I CERUAS$S AS — - - - — — — — — — — — IN—-FOOTING A we of I r we yyxo FIRST FLOOR SLAB: I I Q A51.1 TYP. [" I FIBER NRENFORCING ORETE SLAB VEMICRO FUL'1OIY ( No. ~� POR BARRIER OVER NY CRUSHED o BD �• 9,^ONE. I i U ON MASS. I 41 4 I OCL �J Ia,_0. MEW FOUNDATION WALL I I OF mSSS b 14 r PVC (� r_C p '_-PV. I I 1 s 1I � i N C/J Ln II I I; I ,•PVc 4-PVC _ I I r ——— — — — —— — — — — — — — — — — — ——— — — — ——— — I I V] - I_ _ ) r we I r PVC 4 I I� - — — — — — —-— — — — — — — — — — — — — — — — — — — — — — — — — � I I I i i l PORN BY3'S NOTUIEE'OR 11 TE Q LQ� 71i I V FOUNDATION IQ. l)°,TL_O PER l0 MATCH WALT I . I OG Oi ,STMG FOUNDAnON__ R B-C -_- 1 ___ _ �_� _ _ _ _ _ _ — tc I I I W W I — - - - - ----J I I I I I AS P A-IPI /A'',N 6-BAN DOWELS AT L' I. T � F.1 O Q r -.-•.�. A 4'PVC I 11 i I L J L 1 J L J OG EHBEDDED I i MINRN)M OF V INTO EX15T. CONL.AND O'MM INTO 1. I I RALLbAT10N _ FEINFORCED CONCRETE I p Q NEItl CONC.ITYPICAL AT t � r: I I I I O A-I TYP. r-T DOTING[TYP.OF OUR 14» 91N ID LOCATIONS V -_; I 11, I I I`, I z ,'-O 6/a' fT N'_b• I- -- W' t O - - - --- ------ --r-U u I1J - 1J--I 4 4 z NOTE.ALL MAIN T)ON DADIMENSIONS AppTION HA VF BEEN ASURE3URED IN THE MID,THE 4 DIME 510.5 RAL CONTRACTOR EXISTING CO°f1DrtgN5.All b'-,a/,• W ti O�/ 6'-O Va- ]4'-5 1 ]O'-e- „'-0 6/6- W � a „B• NO. REVISIONS p g FOUNDATION / PLUMBING STUB—UP PLAN GENERAL SPECIFICATIONS: SCALE:V4'-r-O- FOUNDATION GROSS S.F. a 3211 CONTRACTOR SHALL CONFORM TO ALL LOCAL AND STATE COOES AND ORDINANCES AS OF DATE OF PERMIT. CONCRETE r R1Gb M'561LATIM IR 6.01 FOOTING DESIGN ASSUMES ALLOWABLE BEAR WG PRESSURES PER TABLE B01 d.If ORGANIC SIwB 000 P51 MICRO MESH REINFORCED NET TE RIALS.LIVE SOILS OR ANY CONDITIONS OTHER THAN ASSUMED ARE .COUNTERED THE CONCRETE SLAB ARCHITECT/ENGINEER 15 TO BE NOTIFIED.CLASSIFICATION OF EX15nNG 5OIL5 SHALL COMPLY WITH IIS ASTM D-146,.1110 CMR W.00.1110 CMR M.00.AND 10 CMR DOR. Y-d 5U6GRADE EXPLORATION HAS BEEN PERPORMEO TO A LIMITED SCALE.THE RCHITECT/EXwNEER MAKES NO REPRESENTATION CONCERNING THE SUTABILITY OF ANY SOIL OR LEDGE MATERIAL,NOR oF 1 15 THE ABSENCE Of DELETERIOUS MATERIALS,EITHER NATURALLY OCCIIMNG OR FORMERLY BURIED. . -- ASSURED. TOP OF -.AT..TO � � ALL FOOTINMGGS TO eE PLAClp ON VIR4IN SOILS OR STRUCTURAL FILL YP FROM VIRGIN SOIL•U. DRAWN CHECKED •� - L iM15HED FGRADE IiYPJ COMPACTION M F LIFTS MAX.PROOF ROLL ACCEPTABLE MATERIA15 PRIOR TO FILLING 71 A"010"PACTNG. SLOPE FINISHED GRADE R.J.V. d.V. AWAY FROM FOWNDATbN .. - BOTTOM OF FOOTINGS 9NAll BE 1'-O'MINIMUM BELOW FINISHED GRADE IfROST LINEI. OURED CONCRETE v ALl CONCRE pE SHALL SHALL BE PLACED CURED ANO TESTED IN ACCORDANCE WITH ALL AMERICAN FOOTING - .. - CONCR¢TE IN_TFTUlE IACU 9PECIFICATION$1 LATEST EDITION.INCLUDING COLD WEATHER CONCRETE C - V - ACI aO6R.AHD OT WEATHER CONCRETE Ac ao6R. DATE II/OV7010 9MIL POLY VAPORL.POLY ARRIER _ - _ __ -A P VAPOR BARRIER ALL CONCRETE BHALL BE STANDARD WEIGHT 6 P.C.F.)AND ATTAIN THE FOLLOWING nIMMUM COMPRESSIVE STRENGTHS.FOOTINGS-]600 PBI,FOLMDAnON WALLS-]600 PN.FLOOR 5LAB5-3000 PSL SCALE: AS NOTED EXISTING e-CONCRETE O O aO. THREE 13)v6 BARS FOUR 14)F6 BARS O O' O 0\ - ]-RIGID MSULAl1pN FOUNDATION WALL ALL HOR120NIAL FOOTING REBAR SHALL SHALL BE CONTINUOUS AROUND CORNERS WITH MINIMUM LAP OF IR b O) _-- - -.J- - -- - - 21 BAR DIAMETERS. JOB NO. :7009-04-70 --� Il CONSTRUCTION DRAWING ]Y FOUNDATION PLAN FOUNDATION DETAILS i 5LAB EDGE DETAIL Z FOOTING DETAIL O©©MDDD POO G3 GP©QG1104 SHEET: 3 INTERIOR FOOTING A- 1_ 1 SCALE:1 yr-1-0• R_� SCALE:11n•-r-o A_1 -ALE: yr-1-1PROJECTNO.: 2009-04-20 DATE: 11/01/2010 1� 1 OF 21 SHEETS .n:N.e a ...a:d,..�•aa�..w,. .�,e:..,:�:�•.,.....9.F. H m o. U e e W � o SAW CUT CONTROL JOINT Z 6- U W <� 6• T• NEW,'4000 P51 CONCRETE TOP SECTION OF EXISlIN4 S 9l qB W/MICRO MESH REINFORCMG I FOUNDATION TO BE REFFOVED Q Z O Q ,•COOHCRETE SLAB i 7 LL ,O SI W/MUCRO- • NE5H FIBER REMFO4CEHENI t- a. e ' FMISNED GRADE h � O EXISTING FOUNDATION ALL O.C. I HEREBY CERTIFY THAT e BARS•N' iF fONCREWED VERTICAlIY THIS PLAN ANY RETED CO SD UCTION ouNDwnoN wwtt DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE(?DM11 F MIE > D.C. S SLAB DETAIL �ERT,f_FIcQ�•'Mi FF11�L W/ALTERNATE HOOK ANDA A-IJ SCALE, D•1 I,T�.,- >, �Z I �Q No. , e BOSTO)3, �w MASS n Q N 3 v6 5A15 CONT, 0 OF � N VJ NOTE:BOTTINL TOFt OF TO HEI[ F oo CX ORDINw TED NOTE:TOP OF PIER TO MATCH "' E ST ML CONDRN)N5 I I .. z W OP OF FOUNDATION HALL � S0 fl n Q fINISHEO LRADE U cn REBAR w W GO Q Q g FOUNDATION SECTION z z A—IJ SCALE.1--•F-O' _.I O O O 444 O � r— Q IL II 3 ANCHOR BOLT / SILL PLATE SPECIFICATIONS: ,. � . °z SILL PLATE CONS45T5 OF K.D. 2 X L OVER P.T. 2 X L OVER SILL '91 SEALER. lHE SILL PLATE 5HALL BE ANCHORED TO THE FOUNDATION WITH 1/2—INCH—DIAMETER BOLTS PLACED 51X (L) FEET ON CENTER AND I U NOT MORE THAN TWELVE (12) INCHES FROM CORNER5. BOLTS SHALL EXTEND A MINIMUM OF EIGHT IB) INCHES INTO CONCRETE. SILL PLATES SHALL - W BE PROTECTED AGAIN57 DECAY WHERE REQUIRED BY ISO CMR 3LO3.22. w 4 _ "1.6 BARS Q � NO. REVISIONS F Y-O PIER DETAIL SCALE:11/2'•F-O' DRAWNCHECKED: R.J.V. R.J.V. DATE II/01/2010 •' SCALE AS NOTED JOB NO. :2009-01-20 CONSTRUCTION DRAWING FOUNDATION DETAILS SHEET: 2 OQ©HDD PO02 Fr)©12H0IF PROJECT NO.: 2009-04-20 DATE: 11/01/2010 OF 21 SHEETS m U d o A-1 A-9 A-D A-T x z LJ u H U o U+ <V U �a ry[Q� o u'-4 yr as Vr 6'-b a-]yr r-n sir £ lo'-o I/ £ a'-o Va. =7 00 C7 • £ R.O. R.O. I I (O U a 0 O a A-21 ,F I i 1-0 VI ( T-a yr :-d 3'-r a-r ]-b 4) L3 rcP y. 1 HEREBY CERTIFY THAT I THIS PUN AND ANY RELATED CONSTRUCTION � I DOCUMENTS WERE i A-2.1 LIVING ARS O 3 Vr C I a EouAL EQUAL PREPARED BY ME OR o uP UNDER SI DIRECT WAT R/ M ELK CO SUPERVISION AND THAT P r I I AM A DULY REGISTERED i ) ARCHITECT UNDER THE LAWS OF THE COMMON WS-3 WS-2 WS-1 -•x s i/4• �-�✓_.., OF MASSAGti*SL LIVING AREA LIVING AREA ea`sA-LAn LT eReACLi.ri iT I -2.1 -2.1 -21 4 iaso colunN 1 jY ——— .0 ———— ]cso COtunN CAN RDTIFlED Bk" ATH OFFICE I / L_EXMTn r SLAB STEP i M ] ALL x 4 wALL J x a WALL >x a WALL I I ne I 1 b^1 I LBO]:r>) 311' VERS—AM 100 3SP ]AL 4 No. N �2,A BO IC IN, W --- ]'X iwET WALL 31YX5 V; n i O•r M""�I,• aJ� + --- p1I V2'InTFS PLYRD.� ]L50 COLL— I FBO —_ _ 1 ELOOR-All I LY N CLOS. 1 3.0 Bo)❑)1 3/4•X PVP o '• OF PSS DINING1 IUNNfi AREA DINING Rp; O I ERSA-LA" 3100 SF LVL's I c W Y pANTRy I I � W F. LJ FAMI ROOMp Q _ J'w I GARAGE L r�n yr I 4 xcol- - —� r+• _- — COLU N b FI Q o L � ED I S d I W I-a V I I PLPIE9 PLYWD. EyTRYF , ¢ .� W i S o o 4 PANTRY PANOTRY, F o 4 L_J II L=J 4 __ '-� IJ 4 R 9 v 3'-b a'-2 V2• I l I O Or7 Q 0 R.O.19 E - 'F - - - # ]J PWDR. PW R.Y 0 y.4 I--+ Q� E RY p —— R.D. I w ry L c c L -T a-T t-0' `il / t'-1 VT 4•-Y ab V4' r-r £ a 4 £ A-2.1 4 4 4 T-4 3/T NO. REVISIONS F E D C B A A-1 r-o yr >r-s• rt-r r'-O srr r DRAWN CHECKED o FIRST FLOOR WALL FRAMING PLAN R.J.V. R.J.V. FIRST FLOOR WALL 9TUO CUT 104 5/8'(D'-D 5/1•) SCALE,V4•-r-O' FIRST FLOOR WINDOW SCHEDULE DATE II/01/2010 MARK TYPE COUNT R.O.SIZE UNIT DIMENSION REMARKS SCALE AS NOTED O CA5EMENT - 2'-4 1/2' X 3-4 1/2' 2-4' X 3-4- VICON NEW CONSTRUCTION SERIES BY HARVEY,COLOR: WHITE.LOW E ARGON GLAZING. TWO (2) LITE GRID JOB NO-:2009-04-20 CONSTRUCTION DRAWING CO AWNING 4 2'-4 1/2' X 2'-4 1/2- 2'-G' X 2'-L- VICON NEW CONSTRUCTION SERIES BY HARVEY.COLOR: WHITE,LOW E ARGON GLAZING.TWO (2) LITE GRID FIRST FLOOR WALL FRAMING (''� 7� PLAN,WINDOW SCHEDULE '- O DOUBLE-HUNG 5 2111/2` X 5'-5 1/2' 2'-11' X 5'-5' 2952: VICON OH SERIES 2000 BY HARVEY.COLOR:WHITE.LOW E ARGON GLAZING.TWO 12) OVER TWO (2) LITE GRID D©©M©D [p [2 P©�UU��II U D SHEET: 3 L2 12) DOUBLE-HUNG 2 5-9 1/4' X 5'-5 1/2' S'-8 3/4' X 5'-5' 2952-2: VICON DH SERIES 2000 BY HARVEY.COLOR:WHITE.LOW E ARGON GLAZING.TWO 12) OVER TWO 12) LITE GRID L3 13) DOUBLE-HUNG 1 8•-1 1/4' X 5'-5 1/2' B'-L 1/2' X 5'-5' 2952-3: VICON DH SERIES 2000 BY HARVEY.COLOR: WHITE, LOW E ARGON GLAZING. TWO (2) OVER TWO 12) LITE GRIP A-2 " PROJECT NO.: 2009-04-20 DATE: 11/01/2010 OF 21 SHEETS p,«fu`�'".aL-,a•.�e�>..,.b..�.F R.�a.o�,M o.k,.���a �E..r � • l/IL'OSB SHEATHMG i X a E%1ERI04 WALL l/It'OSE SHEITMNG W Y J%a BLACKER SOLIC J%l FIRE BLOCKING u WINDOW TYPES o z X SCALE:vY r-D• Q l/N'OSB SHEATHING 1 j, rL Z [G C I SOIID] a FIRE NOTE: L DOW UNI19 IRE THE'—ON'NEW CONSTRUCTION SE RIE9Dt C ]%,5TUD5 BLOCCWL BY HARVEY INDUSTRIES. UJ () 8 ^z m I Q I—UJ VERTICAL METAL TRACK ]X!BACKER—� VERTICAL nETAI T4ACK ]X a WALL ]x[WALL J%,WALL 3{ ]X WALL TRO IJ)LAYERS I-DEN5Gl ASS 1 / O a m M ULTRA ITWO HOUR RATRLG) —ANGLE CLIP gNGLE CLIP LYIO 11)LAYERS I'OEMSLL LASS c O IRA ITRO HOUR RATMLI Z O b 6 VT 1' 6 VT 3 VT T A ]1111 3 V]' ]X L 57UD5r 6 VY O O FRAMING DETAIL FRAMING DETAIL NOTE:5EE WINDOR 5CHEOULE5 WIR5T FLOOR.SECOND FLOOR.AND r AOFILEVEL)FOR UNIT ROUGH OP RIGS.MR SIZES.GL G. I HEREBY CERTIFY THAT A2-i SCALE,I III'-I-O' A2.1 SCALE:1 V]'.r-O' NO COLOR. IISPLAN CONSTRUCTION DOCUMENTS WERE BOX COLUMN PLAN s vT PUNDER MY REPARED BY ME OR !' syr 3 yr , 3Irr 1 / i DIRECT SUPERMSIONANDTHAT 1 I RE A2.1 SCALE 1 In'-r-O' r r F T r Fi I W AAM A DULY REGISTERED RCHITECT UN LAWS OF THE,CO 1 1 I I OF MASS,'yEk7�$l�LF�.7yI�yI�,q,AI,S��1 1 CERTIFIILL IT TACLTWO I])[ATER5 I-DENSGLA55 nfT CLIP TWO 12)LAYERS r DEN5GLA55 O j AN ANGLE ULTRA 1TW0 HOUR RATING) ANGLE L RA ITRO HOUR RATING) 1 ((�� ]%L WALL ]%[WALL %!FIA LL ]%,WALL 4k ' �gqL O,D{ ° o ' O• ,5 w SOLID IN 1=4 9011p J%a TIRE.10CF. O l/1['05B 5HEAl MING l/LL'OSB 9HEATMING O ��� F �� ip FRAMING DETAIL II FRAMING DETAIL liq OF ASSN` A2.1 SCALE.yr.I- A2 1 SCALE:1 v -1-1 LILi O I V Q � 4 L I r, � 0 ll a U f W I W E) En _ I l LIJ] w1 TWO 121 LAYERS I DEN5Gl A5 TIpC 11)LAYERS r DENSGLAS aW 3 1j! TRA SHIFT WALL PANELS ULTRA SHAFT WALL PANELS O L1 , r� O 13)3 k•CAP PLATE (3)]%t CAP PLATE 13)]X,CAP PLATE-------- (3)]%!CAP PLATE III]%t CAP PLATE � ^ LLJmo � D • p S olx >I• a r' x 0 o O NO. REVISIONS g O O n] K.D.2 X a OVER K.D.]X a PLATE KD.]X,PLATE P.T.1 X t OVER P.T.]X t PLATE PLATE SILL 5EALER b DRAWN CHECKED R.J.V. R.J.V. INTERIOR FOOTING INTERIOR FOOT)NG DATE 11/01/2010 O SCALE : AS NOTED N1 ws- FRAMING WALL SECTION ws- FRAMING WALL SECTION_ s-3 FRAMING WALL SECTION JOB NO. :2004-04-20 CONSTRUCTION DRAWING A A1.1 SCALE.1/1'•T­ 9CALE:I/1' I-O' SCALE:I/1' r-O' 11L A2.I A2.I FRAMING DETAILS,WALL SECTIONS,WNDOW TYPES O E1©NJ©D U3 [2 p(9[2 H0 4 SHEET; 4 PROJECT NO.: 2009-04-20 DATE: 11/01/2010 A-2. 1 OF 21 SHEETS F m U1 e W c 0 •-r rr-r 20'-o v [-- o J 2003 I 2002 2001 l O DESIGN OBE SH AFT WALL AS--1 SHALT WwLt ASSEMBLY ENGM RED BY FABRICATOR IlY- 1All LQ = C 0 7 w 2 X L EXIEVIOWAL R w X INTERIOR INTERN)R c INTERN]R W% NT ERIOR �A l INTERIOR g 1"^ ALL MALI L All LFYQ VI 1y,� W CL 0 m 12 TRU55 FRAMING DETAIL o a o 20'-1 L FLOOR TRU55 SPAN-UNIT 2003 I FLOOR TRUES I SPAN-UNIT 2002 FLOOR TRU55 I SPAN-UNI1 2001 I IS'-E 3/,• ,'-2 1/,' ,'-]V+' 13'-3 3/,• If'-F 3/+• 1/1' FLOOR TRU55]1 3 SPAM-UNIT 2003 FLOOR TRU55 2 1 3 5PAN-UNIT 2002 FLOOR TRU55 2 1 3 9PAN-UNIT 2001 1 HEREBY CERTIFY THAT 3'-3- THIS PLAN AND ANY RELATED CONSTRUCTION NOTE:1-10151 IS H'NW I OPEINING DOCUMENTS WERE BY NORDIC JOIST F LL'O.C. I PREPARED BY ME OR MOTE:1-JOIST CUt IS E'-11 I/,' 3/1'PLTWD.GUSSET Al GIRDER TRU55 70 1ACIE OUNI -10151 SLIDER MY DIRECT _ 3'-w 3/,• I 3'-w 3/+• - II AM A DULY REGISTERED NOTE:FACE MOUNT HANGER 1.5 IU5-14 BY-51nv50Fr• 1'10151 BLOCKING ITYPJ 3J STAIR SIAM IT ARCHITECT UND D THAT �H LVL HEAIIR�1 oPENMG op..,.. I A-3. G MOF A 71 C�MT6t.�RH1 I CE A niI-101ST CwNTIEVEk �7 ,7TF nA,iiE B Q` TOP nouNT HwaeeaTy. O• 0}8 BO IYL� ~ GIRDER TRU55 GIRDER TRUSS O W 2 x,alpcKMc ];,RIBBON 2 SSP A 0 0 13 2 A-3.1 N fns. IOP MOUNT HANGEk lOP MOUN.�AHANGER �D �,•1 U _DOUBLE TRu55 II 2 R - 1+' Q c- • II I L C. � ! > Q z 2%,BLOCKING ]x,BLOCKINGcon W �� IF IF ^ o ' g C] Q � i Q W LU DOUBLE 1RU99 CL TOP MWN1 HANGER TOP—.1 HANGER O O N—5 20 0] 2003 Jul]O LJ JU 2. z W COORDINATE TRU55 L UJ CIO PLACEMENT WfTHI Of MECHANICAL CHASES U Is W u A-3. BEAM%12 BUA T-UP O o a 0 i Hill 7 IS NO. REw510N5 OPP. A-3J A is 3. ..lE.PL—C PLEAT OF 1100.TRU55E515 TO AE COORDINATED NTH PLUMBMG FIXTURES DRAWN CHECKED NVA D HC CHASES DOWN TO FIR91 FLOOR. SECOND FLOOR FRAMING PLAN 5CALE:1/, C-O' w o TRU99 9PACIUG� 24'O.C. DATE 11/01/7010 SCALE : AS NOTED JOB NO. :7009-OS-70 CONSTRU CIIDN DRAWING SECOND FLOOR FRAMING PLAN.FRAMING DETAILS 0©dM©D 03 12 1p 19 12 G1104 SHEE1: 5 Y PROJECT NO.: 2009-04-20 DATE: 11/01/2010 A-3 OF 21 SHEETS no tl��ea o�el y+rbume Imm Inc u.n.mae ene�vml,n.ano.ltltr nn.•aow,ga� • a �..! N l FLOOR TRU55 ITPE] �--r I-JOISTS - a Df ARING ALL BELOW o E•- o W o z F ]%I SOLID BLOCKING U•u X, j, FLooR Tauss t a U O� x > 4 o pO o ` DOUBLE SPORT TRU55 STAIR OPENING SHAfI WAIL O u yui m O m 13 FRAMING DETAIL ii FRAMING DETAIL A-3.1 SCALE 1/]'.!-O• A-3. SCALE:11/2'•r-O• 1 HEREBY CERTIFY THAT THIS PLAN AND ANY RELATED CONSTRUCTION DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT FLOOR TRuss SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE COMM OF MASSAC CERSHAFT WALL ANDnF1E4)' [iI'NDA DD I/]'P1YWD. ]%,RRSBON �w 9 �� 1 1, Q� J �I (, FLOOR T4u55 FLOOR TRU55 IYFE] � N . 9.0 � � 2 X 4 BE RANG WALL FRAMED I \ 1O , w Fy MASS, �Jh ]%I&OLID BLOCKING SS�4 o TH OF SRA �g FRAMING DETAIL ie FRAMING DETAIL H A-3.1 SDALE 11/]-.F-D• m ]5 U 1-JOlSi CUT LENGTH ]PlT F1004 TRu55 "^'. Q. ]X,R®BON DOUBLE I-JO157 x Pi H� EA,' B' H'058 HEA % DERJ015T /B'%H'05B N WM BOARD BLOCKING H'NIBO I-JO1515 N'O.C. RIM BOARD yV FLOOR 1RU55 TYPE I I� TOF MOUNT 1-JOISTI/, {605 SCREW l ]X I BIAR—WALL FRAMED HANGER % BY•91nP50N' ,t/ 4 OFF CONCRETE 9lA5 P•1 pG 14)]x D BEAM 5FANNING FROM ]X I WALL TO BOX COLUMN II uMXT IWIN`ERIOR 15/, -0. z H U ti 15 FRAMING DETAIL19 CANTILEVER FRAMING DETAIL 20 CANTILEVER FRAMING DETAIL 0 - rx A-3. SCALE:I ]•-T-b A-3aA-3J SCALE I V2'•F-O' Cl NO. REVISIONS GENERAL NOTES I SPECIFICATIONS: I"'1"PLEMENIAL TRU55 DE­PACKAGE BY M,IA INOUSTRIE5.INC.FOR SD5 SCREW SPACN . i.M,—END DISIANCE OF,'M ALI MEMBER& 131 FLOOR TRU55 TYPE 1 9.GAP BETWEEN TRU55 PLY"5 SHALL NOT EXCEED VF'. ,.SCREW HEA05 10 BE ON LOADED FACE 5.PRE DRILL ANY SCREW THAT GOES THROUGH A PLATE. L.5CRE15 5HALL NOT Bf IN51ALLEO IN AREA$WHERE 111511 WANE EIC"05 1/1'. DRAWNCHECKED 1.CONCENTRATED LOADS TO BE APPLIED AT TRU55 PANEL PONT WITH VERTICAL WEB. r I R.J.V. R.J.V. Al B.5CREW LOCATIONS MAY BE AD5TED UP TO 3'TO AVOID OTHER HARDWARE OR LUMBER DEFECTS. ,.5HE17HNL SHALL BE MECHANICALLY ATTACFIED TO EACH TRU55 TOP CHORD WIT.FASTENERS AT D'0. MAXIMUM. DATE : 11/01/2010 ` )IIG FROM 10.MAXIMUM FIVE I5)VERTICAL WEBS f0R CONCENTRATED LOAD PLY TO PLT TRAN5FER5. I ALL TD BOX COLUMN z x aX WD BEAM 5PANNINSCALE : AS NOTED JOB NO. :2CO9-04-20 CONSTRUC71ON DRAWING FRAMING DETAILS 16 FRAMING DETAIL 1SHEET: 6 A-3.1 SCALE.II—•F D©©MDD (P 12 p©G3�1D4 PROJECT NO.: 2009-04-20 DATE: 11/01/2010 A-3 . 1 OF 21 SHEETS na F E D C B ..,•,w:•e4 i�..wo-me:.w:•e.`.u, e A-9 ABS Ud o - f n-r ]o-D w• ]r-r o'-,s/e• r2'i T F^ r -11]oo! uurt 20.; uMIT cool ,UI <04 (j o¢ I I I U > m 4 S 4 4 4 4 I rQ6 O t Ca m M2C i O sV2• ' � VY E 4 a•-II v2 I yr I - !'-n 3/,• _ _ ow n � � n n n I • _ — _ — — — _ — _ 1 — — — — -� _ _ _ _ a r B r T t- $ - —1 vT I HEREBY,CERTIFY THAT ]-L VT r-O Ve. THIS PLAN AND ANY RELATED CONSTRUCTION DOCUMENTS WERE ......OY1 ^lo I RcO I i PREPARED BY ME OR w7cH FRAMED UNDER MY DIRECT a ROOF-2 x WS• SUPERVISION AND THAT R u•o.c. 1 AM A DULY REGISTERED Y i CLOS. I MASTER EDRO A TER BEDROOM rI CLOS. I r '� ARCHITECT UNDER THE L� r-b,.e• j uws o HE cou I OF MASSA-. trtµY /� O 'I I: ANR7SP L \s DA C R.O. I WCL h R.o. R.o. 1• T R,oVT R.o. F, g o• MASTER BATH ,vT• 00 `� R.O. /'.4 �'II• C nO. 0 .3 I' I J7u -L1 o _ I li BAT R O _o Q CW F o- LINEN AA PISS.r UP UP �` L•..".y tHt- N1 — ' I T-tlVT I -'• DN. R.D. __ NOF , aSS Y A T R T _ ASTE ml, 57AIR HAL2T I ;D MASTER EDROO Q b F- e ��� 3 V O I R.O. LAU . ] ,. I ,,1pC:-IST ' LAUN. I n Lv L � LL J� l n� ~ e �DI \f\ CL05 \ 4pi ul) Y-s v]�rD DN.Iz - nI ]z,L T/IR �{A�� —� -2 V,-V" ]"RDL_r R.O. I R.O. -�I 1/2' 3 VY 2' L� PITCH FRAMED F� O ROOF a B'S• F/-ll O � Ar M WALL EL RET a0 wLLL W - BrDRO BATH. �I �11"'✓'BAT T \ a P4 O L_J IV—_ 21 , ITCH FRAMED O O Q ROOF-]%PS P • 5 a ' u"oc. f i o 0 M D D f__ 1-T 1'-T 7771 1111 TT lW a In' L4 oru• F-I ru- "T 4 4 4 � 4 � V) � s vT ,' s VY a r-L• r-e arr r-I arr s-L- T-T v]' 4 4 4 4 Irl NO. REVISIONS I F E D C HEALCLIP—� -11 -II A-I A-9 NGIE TWO A LAYERS R RAM DEHG) 2 X L WALL ]%L LRWP ALL HOUR RATNW VERTICAL METAL TRACK I aT-tl' ]O-1 V1' T H SECOND FLOOR WALL / LOW ROOF FRAMING PLAN SDLID 2 X`PNiE u O .1—K., SECOND FLOOR WALL STUD CUT- 12 6/8•(T-O 6/D•) SCALE:1/,"•r-o• DRAWN' CHECKED R.J.V. R.J.V. L—]%L BACKER SECOND FLOOR WINDOW SCHEDULE ]x L EXTERIOR WALL I K'OSB SHEAT.— DATE II/01/2010 MARK TYPE COUNT R.O.5I2E UNIT DIMENSION REMARKS I SCALE: AS NOTED CO AWNING 4 T-4 1/2' X 2'-4 1/2' 2'-C' X 2'-4' VICON NEW CON57RUCTION SERIES BY HARVEY.COLOR: WHITE.LOW E ARGON GLAZING. TWO 12)LITE GRID21 FRAMING DETAIL JOB NO. :2009-04-20 O AWNING Z 4'-0 3/1' X I'-O i/Z- 4'-0 1/4' X I'-O' VICON NEW CONSTRUCTION SERIES BY HARVEY.COLOR: WHITE,LOW E ARGON GLAZING.TWO 12)LITE GRID CONSTRUCTION DRAVANG —.L� SCALE.1 V2' r_o- SECWCONS ROOT WALL/LOM ROD( O DOUBLE-HUNG B 21-11 1/2' X b'-1 1/2' 2'-11' X b'-1' 29410: VICON OH SERIES 2000 BY HARVEY.COLOR; WHITE.LOW E ARGON GLAZING.TWO(2)OVER TWO 12) LITE GR SHEET:AM G PUN,FRAL47G DETAILS (1) DOUBLE-HUNG b 6'-9 1/4' X 5'-i 1/2' S'-B 3/4' X 5'-I' 29410-2: VICON DH SERIES 2000 BY HARVEY.COLOR: WHITE.LOW E ARGON GLAZING.TWO(2) OVER 7WC (2) LITE RID 0©©NJDD PO02 1p912 ll 04 SHEET: 7 • N2 121 DOUBLE-HUNG - E'-9 1/9' X 3'-5 1/2' b'-e 3/4" X 3'-b' 2932-1:VICON OH SERIES 2000 BY HARVEY.COLOR:WHITE,LOW E ARGON GLA2ING - TEMPERED.TWO 12)OVER TWO 12>LITE RID A 4 PROJECT NO.: 2009-04-20 DATE: 11/01/2016 OF 21 SHEETS l—PATE OVER�RJ56 rL00¢T4U55 tYPE] ��R� [Wp� �ma�� �a ®Ilma aw.•[y Usu Zm o 5 lr-.-J• of Uae W o u $ Y PLYWD. Q V r PLATE 1003 2002 Q z' Oe O n UNIT 2003 LOFT FLOOR TRUSS I UNR]00]LOrT LOOK TRUSS 1r-3• 3' µ. — {y) b'-b I/i' 2- ]'-E' j, T­ b'-1 I/1" DOUBLE SUPPORT TRUSS STA.OPE—, RO. R.O. R.O. 3 VT !vT r-3 VT 9 vT h o O,•E FRAMING DETAIL O O O O ct u ou • UNIT 2003 LOFT FLOOR TRUSS] -AIR 51— UNIT]00]LOFT FLOOR T-1] 22 Q • OPEWNG OPE WN4 •_S SCALE:I V]'-I-0' > 'O a RIBBON—} I HEREBY CERTIFY THAT THIS PLAN AND ANY RELATED CONSTRUCTION PREPA O RED BY ME OR 4 I 23 I LL ORCAF TF45 DCUMENTS WERE UNDER MY DIRECTAND SUPERVISION AND THAT GIRDER TRU95 TYPE 1130'DEPTH.] L'S)A-5 (U¢DER 1­TYPE 1130'DEPTH.i t'Sl i I AM A DULY REGISTERED ARCHITECT U - OF MASS $/�A� "�L F H o I I e wAlt ]% L wAtt l J' o O I SHAFT WAIL SHAFT WALL i Q � I ff, �o N �DORH TO ISEAIl SLAB(TYPICAL( BOT IY, W �aA � DOUBLE TRUSS i •r � RB01 9 1])1 3/T X b'VERSA-LAM1 2.0 3100 SP(ABOVE) 1])1 3/,"%13'VERSA-LAM 2A 3100 SP(ABOVE) _- _ ___ _ _ ==_ = = _= _ __ ___ _ __ _ _ _ _ _ _ _ _ I U- - ( 7 22 A-5 A-S C7 Z RA. , Fn z DOUBLE TRU5E AlIT — — — — — — —— 13> "X M'VERSA-1 AM1 IA }.0 3100 SP(ABOVE) OX. ON. ,A 310C SP re F+ > O O C) ^O^ 0 Gam. o - i C) � 1 w ¢ u w > 3 as w a GIRDER 1RU55 TYPE}IH-DEPTH) GIRDER TRU55 TYPE 2 IH"DEPTH) i •• z W i ti o �]4 b TALL RAFTERS (� 1 O.C. a! LOFT LEVEL FLOOR FRAMING PLAN '" T""` ' '""` a —2 X L TOP CHORD SCALE:1/4 r-O' TRUSS SPACING 14'O.C. I LL 4 ¢Y NO. REVISIONS k;) i SHED 00— -14-PLYWD.PLATE T "'FLOOR TRJ55 TYPE 1 W LOFT LEVEL WALL / LOW ROOF FRAMING PLAN SCALE:V," T-O' o IF DRAWNCHECKED R.J.V. R.J.V. LL DATE II/0I/2010 LOFT LEVEL WINDOW SCHEDULE SCALE AS NOTED MARK TYPE COUNT R.O. SIZE UNIT DIMENSION REMARKS LE — JOB NO. :2009-04-20 ]X L BOTTOM CHORD IR CASEMENT 4 2'-9 3/4' X 3'-0 1/2' 2'-9 1/4"X 3'-0' VICON NEW CONSTRUCTION SERIES BY HARVEY,COLOR: WHITE.LOW E ARGON GLAZING.NO GRID CONSTRUCTION DRAWING CO AWNING 1 2'-9 1/2' X 2'-6 1/2' 2-4' X 2'-9' VICON NEW CONSTRUCTION SERIES BY HARVEY.COLOR: WHITE,LOW E ARGON GLAZING.TWO (2) LITE GRID LOFT LEVEL FLOOR/WALL FRAMING PLANS.DETAILS 23 GIRDER TRUSS DETAIL (D CASEMENT 5 7-E' X !'-O' 2'-1 1/2' X 3'-11112' VICON NEW CONSTRUCTION SERIES BY HARVEY.COLOR: WHITE.LOW E ARGON GLAZING,NO GRID 00009B P 0 12 P©Gi 1 0 4 SHEET: B O SCALE I In- DOUBLE-HUNG I 2'-R 1/2" X 4'-9 1/2' 2'-IY X 4'-9' 2949:VICON OH SERIES 2000 BY HARVEY.COLOR:WHITE.LOW E ARGON GLAZING. TWO t2)OVER TWO (2) LITE GRID /� J` -rj �r-o' PROJECT NO.: 2009-04-20 DATE: 11/01/2010 1/,.�� OF 21 SHEETS NvtBap,K i[C*R N4a e+oo li.amav eom�r am•n.tw vw nmuruPtl:v�••re�>�a ria•ar VJBBaB W, e U J e rT x i T U c <EE I I Q o OQ TRUSSES PI"YBAC[ATTIC yy U O C t O W m 7 0 tt-- � o ]%TB RAFTERS OOIa'O.C. \ i wee RAFTERSR�k'O.C. BELOW) \ 11 ILJZJ Ell I B PITCH GABLE END TRUSS I HEREBY CFTHAT- THIS AT THISPLANANDANY RELATED CONSTRUCTION mi " DOCUMENTS WERE PREPARED BY ME OR ' UNDER MY DIRECT i I SUPERVISION E �DIOtY REGISTERED ARCHITECT UND E ! uws OF TTHEJ�l of E�TS F17- ! CER � [J"AN P�'� u u 0 0 Q 0 0 IF % I 11 r CRH 5 BLE BOA I c1N, \ D 4 s SQ' RBOB Irl 13/1' B' ERSRA' M m OF uv ].O 9100 SP STRUCTLNiAI DG u u u N o d o Q 1 PITCH 5HE0 ROOF.]Y RAFTER5•k' O O O Q c—) X U F] U m 1-fT•'� Q . W Q Ln > Q RBD]:19>1 VERSA-LAM I W IV (— ].O WOO 5F ROOF BEAM T 11 If u 11 11 1 Q J Li I `� I p 0 0 I x xIN 71 4C � ] G FILL L DOER— RANIN(. k"O.C. PIUT—SHED ROOF: TOP CHORD OF TRU55E5 x B RAFTERS• O.C. L r U W 2X ICA LB)BON •SHED DORry IMMY)RAFTERS p ROOF FRAMING PLAN NO. REVISIONS SCALE:I/1' f-O' B-r I r-r TRU99 SPACING- 74•O.C. B PITCH ROOF 1 PITCH SHED DORMER B PITCH ROOF DRAWN CHECKED R.J.V. R.J.V. DATE 11/01/7010 SCALE AS NOTED JOB No. :7009-09-70 CONSTRUCTION DRAWING Roof FRAMING FLAN, FRAMING DETAILS 0©©NIDD POGi P912H04 SHEET: 9 PROJECT NO.: 2009-04-20 DATE: 11/01/2010 A-6 DF 21 SHEETS o c [— o i uJ) x F- U v= Qz o< � y �o m Q � a Q' d 0 O = x 1 n I HEREBY CERTIFY THAI THIS PLAN AND ANY RELATED CONSTRUCTION DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY D ARCHITESST }NBCR'�Hi LA T�RLE��L§(j11MQN � IBY M AN NI/ M.. 9085:12 ,F 0. � BO N, �s 3/C'co,PLY D. a S. ROOF SHEATHING A PRE-ENGINEEREO ,I 0' FINK TRUS5 13l 7 X as biT. x 6S WITH 2 X L `•/ (2)V2'PLY 1/2.PLYWD. PLATES I: P TES -- `_o n7 Ij O o E3 U MASTER BEDROOM - �i i! _ 7p uo >N 5 2 2 RAFT FRS r', O / O.C. 300RING NT VAECH' F+- 11FIL- 2 I O' 4�— 7u� 12 2 4'oCAFTERS 2 x n BEAM-" IPP OF PORCH BEA 2 x G l/IG'055 WALL ! H'PRE TRUSSES ft •3 Q SHEATHING I I FLOOR TRUSSES 13>7 X 10'5 11)ITH— l/IG'056 WALL 1 12)1/2'PLYWD. FBOL f2)13/1 X Y l/8` 71'O.C. SHEATHING 1 PLATES I VERSA-LAM 2.0 3100 5P 13)1 X 17'5 W. `—FB02:121 13/1'X N' II PLATES VERSA-LAY 2.0 3100 5P I IIBO%COLUMi IBEYONO) M q I ARA E 0 o FELEC,/ O .� "° o O of IL i I i a TOP OF WALL CUT - _ - TOP OF WALL _ NO. REVISIONS GARAGE SLAB I � 4 I � ` I � L J - - - - - - - - - - - - - - - - - - - - - - T , _ — — — — — — _ _ _ -_ DRAWN I CHECKED RJ.V. R.J.V. FRAMING SECTION A - A (UNIT 2001) DATE 11/01/2010 SCALE,3/B'-1'-0' SCALE AS NOTED JOB NO. ;2009-04-20 CONSTRUCTION DRAWNG FRAMING SECTION A- A, FRAMING DETAILS _ 0©aNJDD POG3 P©Gi G]l04 SHEET: 10 PROJECT NO.: 2005-04-20 DATE: 11/01/2010 A OF 21 SHEETS s � m U e e [}J o z J X U �s Q z < g v a t- co m JJ e � o I HEREBY CERTIFY THAT THIS PLAN AND ANY RELATED CONSTRUCTION DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE TH OF MAS 5A217OS 44 FI L[J Lf by y1,4 6� � V2'CDx PLTWD. O0At�08�VOge ROOF SHEATHING Q RT3A HURRICANE TIE BY `- p/�' USP'AT All TRUSSES [ILS Q a y M. i Com. ]x s STRAPPING I� D \ OO I rD w = off U „ » BE A TER 5 MA5TER I5rQR00 ' V] s ]Ow ]brA co m F 2 X 9 RAFTERS IL'O.C. Z i SE s G U O ]%10 LEDGER r O OQ (�rH�� T -- ]X L LEDGER V a 3E ]x t 12)2 X L CAP PLATE 3 Q I r FIRST FLOOR HEADER: 'S �•�. O U 131]X10'5 W/11)VY t It)2 x O'S r [� IlLiii 1IR51 FLOOR HEADER: 1IR51 FLOOR HEADER: PLYD.PLATES n r Q [jam T, O WAT13)2 X 12'S W/12) 2' 13)2 x 11'5 W/12)1/2' WJ PLYWD.PLATES PLYWD.PLATES Vo I JDISi SCi(LING 3 = V O.C. °z WO 1 X t BEARING WALL IBEYONDI ]10 M1 4. m N OFFICEFAMILYRO 6 o ti 0 °0 9W O HREc n o I� o ? N0. REVISIONS I I I I I I I I r1- J, - - - - - - - - - - - - L -- J — — — _ — — _ _ — — — — _ _ DRAWN CHECKED R.J.V. R.J.V. DATE 11/01/7010 FRAMING SECTION B - B (UNIT 2001) SCALE AS NOTED SCALE:3/8'-Y-O' JO6 NO. :2009-01-70 CONSTRUCTION DRAWING FRAMING SECTION B- B. FRAMING DETAILS D©©NJ©D p 12 P©12H04 SHEET: 71 PROJECT NO.: 2009-04-20 DATE: 11/01/2010 8 OF 21 SHEETS ol F- _ u o U U QU o z° O C m ou a. O x o� 0 3 O I HEREBY CERTIFY THAI THIS PLAN AND ANY I RELATED CONSTRUCTION DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT II I i I it PERMSION AND THAT IAM A DULY REGISTERED ARCHITECT UNDER THE GABLE END TRU55 I i LAWS OF THEOF TM ' ! CERTRS�� �H rP RD.� I� I I' Ii �I ,I I I� 12 ROOFf5 SHEATHIIHING 95J. V ]X L LADDER FRA_G 1{' o.c li ii I I! iI i i� I I I� I it II ATTIC ! I I kN 085 I l 0 ON ss. tiJ I I I I j a H - TOP OF"OORING(ATTIC) _�/Iy- �P ]X 12 PLATFOR" + - _ OF M TOP OF CAP PLATE r^ ;D ~' U a CLOSET STAIR 2: STAIR HALL MECH CLOSET Q U m 0 ]p 1'R15ER5 _ 001) ) r` Oi V p F OORING VANTECH a D W E^ W TOP Of FLOOR TRUSS F� W 055 WALL SHEATHING ITYP.) TOP OF CAP PLATE 125 - - - - - r", w U O m II STAIR I: II' Z IL RISERS LIVI AREA CLO ET P NTR ENTRY F � 3 m a LbJ I) Os w, i D U I . ti u O I � ,'CONCRETE I I 0. SLAB I' TOP OF SLAB _ NO. REVISIONS I( i — — — — — — — — — — — — — — — — — — — — — — L — — J DRAWN CHECKED R.J.V. R.J.Y. DATE 11/01/2010 FRAMING SECTION C - C (UNIT 2001) SCALE AS NOTED SCALE:3/8'-I'-0' JOB NO. :2009-09-20 CONSTRUCTION DRAWING FRAMING SECTION C- C, FRAMING DETAILS D©DM©D p 1 PMRpa4 s"EET: 12 ` PROJECT NO.: 2009-04-20 DATE: 11/01/2010 A-9 OF 21 SHEETS U � e u x� U c Li x FL t C V z Ca T. >uµµ� Q n �f 0 A5 O 8 t m 0 I HEREBY CERTIFY THAT TH15 PLAN AND ANY RELATED CONSTRUCTION DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY EG S7ERED ARCHITECT, LAWS OF' ON OF aA�5�:, qTT$ft,ISn 6rB {1ANq ¢l L. I/2Cox PLYWD 12 ROOF SHEATHING 085 ATTIC 301 •IL'O.C. No. 085 � B ON. 23/3]•ADV ANT ECH� �}� ASS. �� FLOORING TOP OF FLOORING IATTIC) TOP OF-CAP PLATE _ N 1/1 j x B VEILING F-. ^ U GISTS IL•O.C. 1--�� w o Q � r�Dir a '1D n] I n] ? 6 � U BEDROOM BATHROO BEDROOM i Q > Q f p ' I FLOORING VANTECH� ' F Z TOP OF_FLOOR TRUSS _ ^ a✓•. W 1/3 056 WALL 4 SHEATHING 17YP.1 TOP OF_CAP PLATE �^1 3 Q D u Q L. = ° O � z (2).3 X L CAP PLATE S m < LIVING AREA DINING AREA KITCH m 3 0] s O V m O W O z 2 X 10 SOLID BLOCKING Y n CENTER I ENDS OF O PARTITION CONCRETE a' SLAB P.T.2 X l PLATE TOP OF-SLAB NO. REVISIONS ORAVN CHECKED R.J.V. R.J.V. DATE II/01/2010 FRAMING SECTION D - D (UNIT 2001) SCALE AS NOTED SCALE:3/B'- r-o' JOB NO. :200-1-04-20 CONSTRUCTION DRAWING FRAMING SECTION D- D, FRAMING DETAILS EE ©©U©I] P�Gi P©G3G1104 SHT: 13 • PROJECT NO.: 2009-04-20 DATE: 11/01/2010 A- 10 OF 21 SHEETS n U d e F- o FFJ." i uJ U a v= i 61C C z O< x _ e STRUCTURAL RIDGE IRBO:- (2)13/4'X 21'VERSA-LAM W 0 O I) u e } 2.0 3100 SP O x O� e TOP OF STRUCTURAL RIDGE IRBOII _ c _ h \ � O 2 X 4 BEARING WALL OVER P502 12 12 F 2%4 COLLAR I HEREBY CERTIFY THAT TrES'It'O.C. THIS PLAN AND ANY RELATED CONSTRUCTION DOCUMENTS WERE RT3A HURRICANE 2 X 10 GELLING PREPARED BY ME OR TIE BT'USP' I JOIST5•16'O.C. UNDER MY DIRECT TOP OF MID-ROOF BEAM IRBO2) SUPERVISION AND THAT - - - - - I AM A DUI RED \ TOP OF CAP PLATE n ARCHIT.f LAMS,. M0J('� $1 I OF F MYTH Ih. ROOF BEAM IR502): I ()p- _ 12)13/4-X IB'VERSA-LAM 2.0 3100 51 �A 9085: PROVIDE 5OLI1 STRUCTURAL SUPPORT TO BEARING AT ALL LOFTLVL BEAMS(TYPICAL) DOR R C/7 301 ! 30] 44 o. 855 BO IN. ut II ! M. S. S 12 ; LEDGER X b A TAIL RAFTERS •It'O.C. TOP OF FLOOR TRUSS j _ TOP OF CAP PLATE II 2 X 8 LEDGER Z W 5TAIR 2:IS EOUAL RISERS III ^ `I J115 SLANT NAIL • III JOIST7 MANGER BY I O P I - _ i A5TER III BEDROO TAIR-2 I w I 1j TAIR HALL B T M Q' W]n W cn j I III l I ijl ' W W U Lz I TOP OF FLOOR TRUSS V Ii _ - TOP OF CAP PLATE - O PROVIDE SOLID GAURAL STAIR 1:It EQUAL RISERS I, BEARING SUPPORT TO BEARING AT ALL 2 X 1 DROP I Z GIRDER TRUSSES!TYPICAL) CEILING-VERIFY ,, 0 j HEIGHT M FIELD I' J O 7 III o R III IVIN AREAs 'I CL05E7I PANT TP PDR. w U 2 X 1 KICKER TOP OF SLAB NO. REVISIONS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DRAWN CHECKED R.J.V. R.J.V. DATE II/0I/2010 FRAMING SECTION E — E (UNIT 2003) SCALE AS NOTED SCALE:3/8'-1'-0' JOB NO. :2009-04-20 CONSTRUCTION DRAWING FRAMING SECTION E- E. FRAYING DETAILS U©©M©D [P 12 p 9 12 H U4 SHEET: 14 PROJECT NO.: 2009-04-20 DATE: 11/01/2010 A- 1 I OF 21 SHEETS o wn a Fo W o C.1C t <V z Oa A x - ^.a U T ~� 57RUC7URAL RIDGE(RBOU: 12)13/1'x IB'VER5A-LA.11 \ yy pU O 2.0 3100 5P WJ OV O az TOP OF STRUCTURAL RIDGE _ > U O 3 0 Q B� I yr cox m Al ROOF SNEAT HIN MING T II1 HEREBY CERTIFY THAT THIS PLAN AND ANY 1 _ RELATED CONSTRUCTION / TOP OF ROOF BEAM R502 DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT �I SUPERVISION AND THAT 1 AM A DULY REGISTERED 1 I2 ARCT HITE LOF,AWS' EIrs,ol- [� 2 x 10 LEDGER LOFT BATH ECH C!J 1/2•CCX PLYWD� 301 j 306 i 30a O �� F-•. ]X 6 RAF7ER5 BO y I 1 •M D.C. 3e S 12 111, 2 X B j TOP OF FLOOR TRU55 _ - LEDGER� � I TOP OF CAP PLATE - N JAIL . 1 U \� 2%B CEILING J015T5 I 101155T HANGELANT R BY •la'O.C. Q D I X 3 STRAPPING I I ! 2 1X B TIE$ • <'O.C. ri. T m o CLO ET MA5TER BATH LOSETED�ROOM .J � 2n 218 LuoJA LJ w t � 1.D. > Qc WJ D �o -- -- - --- - j ( W W W Q TOP OF FLOOR 7RU55 O •` 1 _ _ _ O Q 2 D 910014'VHEADER5A-LAM TOP OF CAP PLATE '12 3Q GIRDER TRUSS \ H.NIBO I-J015T5•4"O.C. \ 0. {{ OD 1-JOI5T BLOCKING. z z12).2%L CAP PLATE ` \ r' V m o LIVINC, AREA DII�'I AREA 1 FG IFN^, D of na r!I % INFILL CEILING r� ENTT RANCE PORCH O X 10 BLOCKING (TYPICAL) n CENTER ER I ENDS OF � PARTITION � a P.T.2 X L PLATE \\ TOP OF $LAB NO. REVISIONS DRAWN CHECKED R.J.V. R.J.V. DATE : 11/01/2010 FRAMING SECTION F — F (UNIT 2003) SCALE: AS NOTED 5CALE:3/8'•1'-O' JOB NO. :2009-01-20 M CONSTRUCTION DRAWING FRAMING SEC71ON F- F, FRAMING DETAILS D©©HDD POG3 P©GiGi1D4 SHEET: 15 PROJECT NO.: 2009-04-20 DATE: 11/01/2010 A 12 OF 21 SHEETS 0 -—--—--—-—--—-- ---------- -------------- ------------ ------ on --------------------- > ==A F- ow ZZ w imoo = m > LOFT LEVEL .......... E� HEREBY CERTIFY HAT THIS PLAN ANANY RELATED CONSTRUCTION DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE —01,10 FLOOR LAWS OF OF IIN C E IAN A P, -mmq ------------- E-1 F� 85 IW B N, El MASS. I FIRST FLOORF r// )F MP 'LL- -- -- --------------------------a J-L- - - - - - - - 'T - - - - - - - TI-4 - - - - -- - - TJ-IT - - - - - -- - - Tj - - - - - -- - - - - - - - - - - ---------------------------- - - - -- - - - - - - - - - - - - --- - - - - - - - - --- - - ---- - --1 - - - - - - - -- - - - - �D Q NORTH ELEVATION -A-V4- < z z > > < w > 0 z LOFT LEVEL U O NO. REVISIONS SECOND F*pOR T�— 0171ICKED DATE 11/01/2010 ZZI SCALE AS NOTED I,,-Flo- JOB NO. :2009-0-4-20 CONSTRUCTION DRAWING NORTH ELEVATION,WEST ELEVATION L - - - - - - - - - - - - - - - - - sm"': - A- 17 t W95T ELEVATION 4 PROJECT NO.: 2009-04-20 DATE: 11/01/2010 OF 21 SHEETS ®i1W 'T 9 Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope Monday, November 01, 2010 Build 440 File Name: BC2009-04_20 Job Name: Maplewood Reserve Description: Beam Over Garage- Unit 2001 Address: 2001 -2003 Dogwood Circle Specifier: Boise Cascade City, State, Zip: North Andover, MA 01845 Designer: Robert J. Vorbach Customer: VRD Realty Acquisitions, LLC Company: Vorbach Architecture Code reports: ESR-1040 Misc: Building 20-Three Townhouse Units 12-06-00 _ B0,5-1/2" B1,5-1/2" LL 2,750 lbs LL 2,750 lbs DL 1,104 lbs DL 1,104 lbs Total Horizontal Product Length=12-06-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 . Standard Load Unf. Area (psf) L 00-00-00 12-06-00 40 15 11-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 10,568 ft-lbs 49.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,961 lbs 37.5% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U526(0.267") 45.6% 1 1 output as evidence of suitability for Live Load Defl. L/738(0.19") 48.8% 1 1 particular application.Output here based Max Defl. 0.267" 26.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 11.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 5-1/2"x 3-1/2" 3,854 lbs 27.6% 26.7% Spruce Pine Fir ( ask questions,please call 8 B1 Post 5-1/2"x 3-1/2" 3,854 lbs 27.6% 26.7% Spruce Pine Fir (800)232-0788 before installation. BC CALC®,BC FRAMERS,AJSTM Notes ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade,L.L.C. Connection Diagram b f-•- d-- a c �. a a minimum=2" c= 3-15/16" b minimum= 3" d = 12" Member has no side loads. \ BRED ARCy�l Connectors are: 16d Common Nails ��G o��`J.V0,9 a e 0. 9 5 BOST W MA Jam' �a�ry of a�Ps� Page 1 of 1 TBose cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamkFBO2 BC CALC®3.0 Design Report- US 1 span No cantilevers 10/12 slope Monday, November 01, 2010 Build 440 File Name: BC2009-0420 Job Name: Maplewood Reserve Description: Beam Over_Sprinkler/Electrical Rooms Address: 2001 -2003 Dogwood Circle Specifier: Boise Cascade City, State, Zip: North Andover, MA 01845 Designer: Robert J. Vorbach Customer: VRD RealtyAcquisitions, LLC q Company: Vorbach Architecture Code reports: ESR-1040 Misc: Building 20-Three Townhouse Units 2 , 3 i 1 I i I • 12-07-00 -- B0,3-1/2" B1,3-1/2" LL 1,258 lbs LL 1,258 lbs DL 1,156 lbs DL 1,156 lbs SL 3,979 lbs SL 3,979 lbs Total Horizontal Product Length=12-07-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Second Floor Load Unf.Area (psf) L 00-00-00 12-07-00 40 15 05-00-00 2 Exterior Wall Load Unf. Lin. (plf) L 00-00-00 12-07-00 0 95 n/a 3 Roof Load Unf. Area (psf) L 00-00-00 12-07-00 55 12 11-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 18,676 ft-lbs 55.9% 115% 13 1 - Internal Completeness and accuracy of input must End Shear 4,912 lbs 45.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U471 (0.309") 50.9% 2 1 output as evidence of suitability for Live Load Defl. 0575(0.253") 62.6% 2 1 particular application.Output here based Max Defl. 0.309" 30.9% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 10.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 3-1/2" 6,394 lbs n/a 69.6% Unspecified ( ask questions,please call B1 Post 3-1/2"x 3-1/2" 6,394 lbs n/a 69.6% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARD-,BCI®, Design meets Code minimum )Total load deflection criteria. BOISE MS,VES SIMPLE FRAMING U240T ( SYSTEMS, VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade,L.L.C. Connection Diagram b d—• a c • T I a a minimum =2" c= 5" \S���ED ARCh�T b minimum = 3" d= 12" J.110A Member has no side loads. Qoe Connectors are: 16d Common Nails o 9 6 �— BOS M. L �lTH OF tiNPS�P Page 1 of 1 Boise Cascade Double 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 BC CALC®3.0 Design Report- US 1 span No cantilevers 10/12 slope Monday, November 01, 2010 Build 440 File Name: BC2009-04_20 Job Name: Maplewood Reserve Description: Unit Structural Ridge(2002, 2003) Address: 2001 -2003 Dogwood Circle Specifier: Boise Cascade City, State, Zip: North Andover, MA 01845 Designer: Robert J. Vorbach Customer: VRD Realty Acquisitions, LLC Company: Vorbach Architecture Code reports: ESR-1040 Misc: Building 20-Three Townhouse Units ____�o 12 21-04-00 B0,5-1/2 B1,5-1/2" DL 1,725 Itis DL 1,725 lbs SL 7,040 lbs SL 7,040 lbs Total Horizontal Product Length=21-04-00 Load Summary Live Dead Snow Wind Roof Live Trib.(in.) Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 21-04-00 12 55 12-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 43,343 ft-lbs 80.7% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 7,156 lbs 52.0% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U255(0.968") 70.7% 3 1 output as evidence of suitability for Live Load Defl. L/317 (0.777") 75.7% 3 1 particular application.Output here based Max Defl. 0.968" 96.8% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 13.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 5-1/2"x 3-1/2" 8,765 lbs 62.8% 60.7% Spruce Pine Fir or ask questions,please call (800)232-0788 before installation. B1 Post 5-1/2"x 3-1/2" 8,765 lbs 62.8% 60.7% Spruce Pine Fir BC CALC®,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING For roof members with slope (1/4)/12 or less final design must ensure that ponding instability SYSTEM®,VERSA-LAM®,VERSA-RIM will not occur. PLUS®,VERSA-RIM®, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND®,VERSA-STUD®are surcharge load. trademarks of Boise Cascade,L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b d a 1. c a 9 AR�y�� a minimum_2" c=7" Qc�VQoO���J.Vpq�yF�� b minimum= 3 d= 12 Member has no side loads. " No. 9 5 Connectors are: 16d Sinker NailsO BOS M. J PGS q`rN OF hkp . Page 1 of 1 i'Nlassachusetts- Department of public Safct� Board of BuildingsRe �r l"ulations and Standards Construction Supervisor License License: CS 57581 _ Restricted to: 00 SIMON ACKERMAN 339 WEST RD HAMPSTEAD, NH 03841 Expiration: 1/6/2012 ('unuiiissiwur --_.--_- Tr#: 15522 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER `•;, � CONSTRUCTION CONTROL - ysa�aw►�' PROJECT NUMBER: O a -- ® 4- —.2,® PROJ ECT TITLE: �► _ ®.���.� .r� 6 PROJECT LOCATION: S21 ?1)CS� NAME OF BUILDING: Z"i C;?, C> -. �L Q O NATURE OF PROJECT: IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, �'. ��P—�c� r�l REGISTRATION NO. BEING A REGISTERED PROFESSIONAL ENGINEERIARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT 0 ARCHITECTURAL I STRUCTURAL 0 MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL 'I OTHER(SPECIFY) L-4 L Br FOR.THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review,for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2.2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO.THE NORTH ANDOVER BUILDING 1, UPON COMPLETION OF THE WORK, I SHALL-SUBMIT A FINAL REPORT AST SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OC No * ►— SI SUB SC IBED AND SWO T B - 9h.�_ oy � HELEN E.STENHOUSE �Sl(ju ni � . ` Notary Public NOTARY PUBLIC Commonrref" I N EXPIRES w My Commission Expires Feb 8,20