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HomeMy WebLinkAboutBuilding Permit #156-2011 - Dogwood Circle-Bldg 18 Units 1801,1802,1803, 1804, 1805, 1806 8/23/2010 BUILDING PERMIT of "°pT l q� qT 6 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION * � ea Permit NO: -o2 a// Date Received � �SSACHUSE� Date Issued: / IMPORTANT:Applicant must complete all items on this page IOC- a . � ; f ' � . '` PROPRT_Y° 171�11ER �r; � p_ j]n{ 4L UA MAP 21I3 %PA GEI_ �� ZONI1�1G�01S ITC }lrst©roc astric fires a"> ltAg TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building One family Addition %Xwo or more family Industrial Alteration No. of units: Ctp Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic ,�eil lotado X.77 larra ` Xa �111�Ilands � � #er�t�ed3sn cf `� -��c DESCRIPTION OF WORK TO BE PREFORMED: /L1 a s + Identification Please Type or Print Clearly) OWNER: Name: , M c -� ► Phone: ��"? ��a ��00 Address 1 c-- cg tE aa 10 CONTRA -T iFtr lea e � 17 �Phone � ! AddreSS Vis`= ##{{.,, . + " ' -Aye. ' * 'M _ M - Spervsorsostrctioacese; hEca �a#e ARCHITECT/ENGINEER Vu,,6,_, J1, A, cA,-r-.,1 one: C0015 - 6 o(.. Add ress: NA, 03OLa 4. - a i i A— Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ $! C2 o, FEE: $ >—A4--vt� Check No.: nsu Receipt No.: NOTE: Persons contracting w'h unregistered-contractors do not have access#the guaranty fund Signature of AgentJOwnef = 5lgnature of contractor f` _ tA fi JJ, Nk—"A G Z— Location/JO/'X? ?3-h?0y A05'=/14' �D aco/ No. ow Date �0O7Y Of NORTH TOWN OF NORTH ANDOVER .1 9 i s6 0D Certificate of Occupancy $ s�cMus`� Building/Frame Permit Fee $ /� 0 Foundation Permit Fee $ Other Permit Fee $ TOTAL Check # 2354b Building 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 ba Signature 14/t .COMMENTS / C2 HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals:.Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments x Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located• 384 Osgood Street FIRE DEPARTM:E�VT - Tem` Dura steron s�#e es �:leo P P Located at 124 iVlair .S#ree# Fire Dej- en.t s gna#ureldate COMMENTS 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 NOTES and DATA— (For department use) ❑ 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 p - ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit - - Li 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 NORTH 0 0Andover - A K E -o dower, 1Vlass., � COCMICMEWICK 7�S RAT E O BOARD OF HEALTH Food/Kitchen Septic System .PERM IT T S BUILDING INSPECTOR THIS CERTIFIES THAT A ......... ..........� `�.....tefJ (� fi!.C........ ..,,..Z1_ZC................................... ............... Foundation has permission to erect........................................ buildings on ...........,.�.........:.....................�.......:................... .....��. .�...�� Rough " to be occupied as............. ... ./ ...�.�,�.w. ,w.....��.� -�...............:............... Ch�p. � imney v provided that the person accepting this permit shall in every respect 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 CONSTRUCTION STARTS Rough ............... 'I .... ............................ ... 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. r.\Rl4\0WM\6b \PF2\9lEET C-4DM an C 140p /A 1- Z 9 CNOd R04 NaUa V, 4/ Ay is /z 4. A x P/l/A V/ 4, e J 7 -0 -4 A Z. 4 Y 4, U X, 17 If % 7t F, 0 z MAN A 0 z SS p Z. xmo • C S; Aos Si _.., I, L$y� _,` i( I //- �m VZ D A_g 2z z 0 0 I p 9 p p p,41ryT z 0 2 0 > g s 5 0 > Xz -4 0 0 0 Z 0 Z. 8 z 00 Z o s 0, 5 m 'o ; m c � F, =.g o -0 Z, Z /I Z;0 �8=1 $ 0 ;0 w >0�� 0 > z z zm R FINISH/GRADING AND UTILTIES INSTALLATION Pwi MIR in REV.N06 DEBCFWnM By DOE THE MEADOWS RESIDENTIAL DEVELOPMENT OElbNFD w GRAPHIC SCALE 1"- 40' NORTH ANDOVER, MASSACHUSETTS F0111110 66 JIM 0. 20' 40' 80' 0pffXm MIS 01101AL"S M.I.11 RM.1 IONIMCION"PlIPIFIll BY rZ 111— – X I MERRIMACK ENGINEERING SERVICES GRADING AND DRAINAGE PLAN SOUTH PORTION GZA 08 PAIM 8711M AMVZ%NABRACHUMM 0=0 LOWER MEADOWS (MAPLEWOOD RESERVE) IDATL-4-1-2005 GeoEnvironmental, Inc. TM (M M-SM Ml(97a)4"-I"S 11 I-MAU, I"AOL Mffsk� POWER r0 PERFORM,' MITek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re: CF1410 Maplewood The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Western Mass Truss Co.Inc.. Pages or sheets covered by this seal: I16393751 thru I16393752 My license renewal date for the state of New Hampshire is February 28,2012. \\N��� SEW lyq �ii��� �A�- PT SCOTT W. 9 :_ MILLER m = o No.11097 2 � ENS �N���� April 12,2010 Miller,Scott The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty PlyMaplewood • CF1410 FTG1 FLOOR 1 116393751 Job Reference(optional) WMT,WMA 7.220 s Feb 16 2010 MiTek Industries,Inc. Mon Apr 12 08:00:38 2010 Page 1 0.1-8 H 1 1-8-0 i 1-8-0 a 6 qle=1:33.9 3x6= 1.5x4 11 1.5x4 11 5x9= 1.50 11 3x6 FP= 3x4= 3x4= 1.5x4 11 3x6= 1.5x4 11 5x9= 1.50 11 1 2 3 4 5 6 7 8 9 10 11 12 13 4 25 N m 1r d 22 21 20 19 18 17 16 15 6x8= 6x10= 3x10 MT20H FP= 3x6 I I 3x6 I I 6x8= 3x10 MT20H FP= 6x8= 6x8= 6x10= SEE ATTACHED STANDARD INDUSTRY TWO PLY FLOOR TRUSS CONNECTION DETAIL FOR PLY TO PLY CONNECTION,OR LOAD IS TO BE EVENLY APPLIED TO BOTH PLIES AS APPLICABLE. 19.7-0 19-7-0 Plate Offsets(X,Y): fl:Edge,0-0-121,[7:0-1-8 Edgel,fB:0-1-8,Edoe1,f18:0-3-0 0-0-01 LOADING(pyy) SPACING 1-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.57 18-19 >405 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 8C 0.60 Vert(TL) -0.61 18-19 >376 360 MT20H 148/108 BCLL 0.0 Rep Stress Incr I NO WB 0.96 Horz(TL) 0.04 14 n/a n1a BCDL 5.0 Code IRC2009/TP12007 (Matrix) Weight:193 lb LUMBER BRACING TOP CHORD 4 X 2 SPF 210OF 1.8E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 165OF 1.5E'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 14-21,16-23:4 X 2 SPF 210OF 1.8E WEBS 4 X 2 SPF Stud REACTIONS (lb/size) 23=2929/0.5-8 (min.0-1-8),14=292910-5-8 (min.0-1-8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 23-24=-210/0,1-24=210/0,14-25=-210/0,13-25=-210/0.1-2=0/0,2-3=8437/0,3-4=-8437/0,4-5=13101/0,5-6=-1310110, 6-7=1 31 0110,7-8=-14179/0,8-9=-13098/0,9-10=13098/0,10.11=-8436/0,11-12=-843610,12-13=0/0 BOT CHORD 22-23=015073,21-22=0/11264,20-21=0/11264,19-20=0/14179,18-19=0/141791,17-18=0/'t*179,16-17=0111263, 15-16=0/11263,14-15=0/5073 WEBS 12-14=-5653/0.2-23=-5654/0,12-15=0/3870,2-22=0/3871,11-15=-471/0,3-22=-472/0,10-15=3249/0,4-22=3249/0, 10-17=012109,4-20=0/2111,9-17=-487/0,6-20=-48710,8-17=123210,7-20=122910,7-19=-82/129,8-18=-811130 NOTES 1)Trusses to be fastened together to act as a single unit. All loads to be distributed equally over the 2 plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are MT20 plates unless otherwise indicated. 4)Attach ribbon block to truss with 3-1 Od nails applied to flat face. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Load case(s)1 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X W)nails. Strongbacks to be ��,(1(f attached to walls at their outer ends or restrained by other means. / \\\\\��\ NE W!y LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform LoadsQ (P� a. SCOTT W. 9 Vert:14-23=-5,1-13=-300 co LLE fn = _ I I 97 ENS C� \ April 12,2010 �wARNIM-Vvir*den(gn parxanrters rand REW NOM ON 7196 AND RfCUUM K=REFERENCE PAGE MU-7473 nerd.10-+08 BEFORE LW, * 0 Design void for 1Ae only with Mlek connectors.This design is based only upon parameters shown,and is for an individual buffing component. Applicability of design paramenters and proper incorporation of component's responsiloility of building designer-not truss designer.Bracing shown is far lateral support of iidivdua l web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector Add5ornd permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fobricw8arn,quo0y cordroC doge•fiery erection and bracing,consult AllU MI Qva®y Criteria,DSB-89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 SaFely Iorrrn-6 ovaloble from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Chesterfield,MO 63017 Jab Truss Truss Type Qty Ply Maplewood CF1410 FTG2 FLOOR 1 116393752 2 Job Reference o ional • WMT,WMA 7.220 s Feb 16 2010 MiTek Industries,Inc. Mon Apr 12 08:01:02 2010 Page 1 0.1-8 H 1f—&0 I i 1-1—1.0_ 0. itale=1:34.3 1.5x4 II 1.5x4 I I 5x9= 1.5x4 13x8= 1.5x4 11 3x4= 3x4= 3x6 FP= 3x8= 1.5x4 11 5x9= 1.5x4 11 1 2 3 4 5 6 7 8 9 10 11 12 13 ------------------- 4 25 0 N I� d 22 21 20 19 18 17 16 15 6x8= 8x12= 3x10 MT20H FP= 3x8 I I 34 I I 3x10 MT20H FP = 8x12= 6x8= 6x8= 6x8 = SEE ATTACHED STANDARD INDUSTRY TWO PLY FLOOR TRUSS CONNECTION C ON DETAIL FOR PLY TO PLY CONNECTION,OR LOAD IS TO BE EVENLY APPLIED TO BOTH PLIES AS APPLICABLE. 19-10-0 19-10-0 Plate Offsets(X Y): fl•Edge 0-0-121 [6.0-1-8 Edge] f7.0-1-6 Edge] [18.0-3-0 0-0-0] LOADING(ps� SPACING 1-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.6018-19 >391 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.6418-19 >363 360 MT20H 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.04 14 n/a n/a BCDL 5.0 Code IRC2009/TP12007 (Matrix) Weight:194 lb LUMBER BRACING TOP CHORD 4 X 2 SPF 210OF 1.8E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF 165OF 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16-23,14-21:4 X 2 SPF 210OF 1.8E WEBS 4 X 2 SPF Stud REACTIONS (Ib/size) 23=2967/0-5-8 (min.0-1-8),14=296710-5-8 (min.0-1-8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 23-24=-210/0,1-24=-210/0,14-25=-210/0,13-25=21010,1-2=0/0,2-3=8570/0,3-4=-8570/0,4-5=1336210,5-6=-13362/0, 6-7=-14528/0,7-8=-1336210,8-9=-1336210,9-10=-1336210,10-11=857010,ll-12=-857010,12-13=0/0 BOT CHORD 22-23=0/5145,21-22=0/11465,20-21=0111465,19-20=0/14528,18-19=0/1 4520'1 7-18=0/1.4628,16-17=0/11465, 15-16=0/11465,14-15=0/5145 WEBS 12-14=5733/0,2-23=5733/0,12-15=013941,2-22=0/3941,11-15=-470/0,3-22=-470/0,10-15=-3327/0,4-22=-3327/0, 10-17=0/2180,4-20=012180,8-17=-473/0,5-20=47310,7-17=132810,6-20=1328/0,6-19=85/132,7-18=851132 NOTES 1)Trusses to be fastened together to act as a single unit. All loads to be distributed equally over the 2 plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are MT20 plates unless otherwise indicated. 4)Attach ribbon block to truss with 3-10d nails applied to flat face. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Load case(s)1 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be ���])tl attached to walls at their outer ends or restrained by other means. \ �\�NEW Hq /i/ LOAD CASE(S) Standard Except: O A i 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) SCOTT Vert:14-23=-5,1-13=-300 ILLER (f1 t 1 = 7 CENSE NA A April 12,2010 Qp waRNM—Ve,*desfg-p.v 'ens mrd READ M17W ON 7WSAND O CLAMED JII7W RH+SRE"PAGE AW 7473 rev.l0-O8 BEFORE EME. m Design wdid for use only w,lh MnTek comectom This design is based only upon parameters shown,and is for an individual building component. j��■ App5cabLty of desgn palm enfte rs and proper incorporation of component Is responsibility of building designer-not fora designer.Bracing shown 8 for Iak"support of idniduarweb members orgy.Addiiiorwl temporary bracing to insure stability during construction is the responsbilfity of the WOW erector.AddSurdpenonent braving of the overall structure is the responsibility of the building designer.For general guidance regarding fadicatoon,quit0y oornI I slarage,deivery.erection and bracing.consult ANSI/rP11 Quality CrBedo,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 sanely kdorenatioa avalable kam Tn6s Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 MARCH 10, 2010 2 PLY FLOOR TRUSS CONNECTION DETAIL ST-2PLY SCREW OO ® MiTek Industries,Chesterfield,MO Page 1 of 1 �aa REFER TO INDIVIDUAL TRUSS DESIGN O OD FOR PLATE SIZES AND LUMBER GRADES a MiTek Industries,Inc. SIMPSON SDS1/4x6 or USP WS6 SCREWS MAX.CONCENTRATED LOAD MAX.UNIFORM LOAD AS PER CHART BELOW AS PER CHART BELOW •7 SCREWS IN TOP CHORD @ 4"o.c. •SCREWS IN VERTICAL WEB @ 4"o.c. •TOP CHORD SCREW SPACING PER CHART BELOW AND 4"END DISTANCE TRUSS MAX.CONC. LOAD(LBS)FOR 1 VERTICAL TOP CHORD MAX.GIRDER LOAD ALONG TOP DEPTH SCREW CHORD(PLF) #SCREWS ERr CALER SYP or DF EACH ADDVERTICAL SPF or HF; VER ICAL SPACING SYP or DF SPF or HF ' VERTICAL VERTICAL 0-9-4 0 3220 2450 I 0-4-0 1380 1050 1-0-0 0 3220 2450 0-6-0 920 700 1-2-0 1 3680 +460 2800 +350 0-10-0 552 420 1-4-0 1 3680 +460 2800 +350 1-0.0 460 350 1-6-0 2 4140 I +920 3150 +700 1-4-0 344 262 1-8-0 2 4140 +920 3150 +700 1-6-0 306 232 1-10-0 3 4600 +1380 3500 +1050 1-5-0 276 210 F2-0-0 3 4600 +1380 3500 1 +1050 2-0-0 230 174 0-3-8 0-3-8 eD d �'CIO s �� TT w. ER m IN — CONNECTION DETAIL Oma` � ENS�� ��14/ HEADS CAN BE COUNTERSUNK FLUSH WITH SURFACE OF THE LUMBER. ��NgU1111111���� GENERAL NOTES AND SPECIFICATIONS 1) MIN.END DISTANCE OF 4"IN ALL MEMBERS. 2) GAP BETWEEN TRUSS PLY s SHALL NOT EXCEED 118" 3) SCREW HEADS TO BE ON LOADED FACE. 4) PRE DRILL ANY SCREW THAT GOES THROUGH A PLATE 5) SCREWS SHALL NOT BE INSTALLED IN AREAS WHERE LUMBER WANE EXCEEDS 1!4" 6) CONCENTRATED LOADS TO BE APPLIED AT TRUSS PANEL POINT WITH VERTICAL WEB. 7) SCREW LOCATIONS MAY BE ADJUSTED UP TO 3"TO AVOID OTHER HARDWARE OR LUMBER DEFECTS. 8) SHEATHING SHALL BE MECHANICALLY ATTACHED TO EACH TRUSS TOP CHORD WITH FASTENERS AT 12"O.C.MAX.. 9) MAXIMUM 5 VERTICAL WEBS FOR CONCENTRATED LOAD PLY TO PLY TRANSFERS April 12,2010 ®WARN Mr-V.4k desigw pmmnet.and REO IMM ON TIUS A110'1=LUDED SUM REFERERCE PAGE MI.7473 res.20.98 BEFORE 1/56. Design vord for use only with Mifek connectors.This design Is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral suppport of Individual web members only.Additional temporary bracing to insure stability during construction a the responsibility of the MiTek' erector.Addif'ional pemanent bracing of the overal structure B the responsbirity of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/11`11 Quality Criteria,DSB-89 and BCSt Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 72314. Chesterfield,MO 63017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,g g,is always required. See BCSI. O_7/1�, 1 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDSracing should be considered. may require bracing,or alternative.T,I,or Eliminator T b C1-2 C2-3 3. Never exceed the design loading shown and never WEBS N,�, stack materials on inadequately braced trusses. O �� 3 ��� W 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate UOdesigner,erection supervisor,property owner and plates 0-'n6' from outside Q_ U all other interested parties. edge of truss. c7-8 c6a Cs-6 O 5. Cut members to bear tightly against each other. BOTTOM CHORDS ~ 6. Place plates on each face of truss at each �..,� This Symbol indicates the joint and embed fully.Knots and wane at joint required direction of slots in 8 7 6 5 locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses vvill be suitably protected from the environment in accord with ANSI/TPI 1. 'Plate location details available In MiTek 20/20 software Or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is thelate. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is anon-structural consideration and is the 4 x 4 NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension i5 camber for dead load deflection. the length parallel to slots. - 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION species and size,and 12.Lumber used shall be of the s ICC-ES Reports: p in all respects,equal to or better than that Indicated by symbol shown and/or ESR-131 1,ESR-1352, ER-5243,9604B, specified. by text in the bracing section of the 95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or after truss member or plate without prior (supports) occur. Icons vary but ©2006 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. ®_tg 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPiI: National Design Specification for Metal 19.Review all portions of this design lfront,back,words Plate Connected Wood Truss Construction. o and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ��p1�/J is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORM.'"' ANSI/TPI 1 Quality Criteria. Installing 8,Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10-'08 Boise Cascade Double 1-314" x 11-718" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope Friday,August 20, 2010 Build 440 File Name: BC CALC Project Job Name: Maplewood Reserve Description: Beam Over Garage-Units 1801, 1806 Address: 1801 - 1806 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 18-Six Townhouse Units 1 12-06-00 B0,5-1/2" 131,5-1/2" 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°k 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. U738(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 Vh Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 5-1'/2"x 3-1/2" 3,854 lbs 27.6% 26.7% Spruce Pine Fir ( ask questions,please cal! 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 FRAMER®,AJSTM Notes ALLJOIST®,BC RIM BOARD-,BCI®, Design meets Code minimum U240 Total load deflection criteria. BOISE GLULAMTM SIMPLE FRMING g ( ) 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®,VERSASTUDO are trademarks of Boise Cascade,L.L.C. Connection Diagram b d a II c a a minimum=2" c=3-15/16" \S��RED AfICy� b minimum=3" d= 12" Q�G e��t X09 Member has no side loads. Q° Connectors are: 16d Common Nails BOS 0 W Q MA �5 Page 1 of 1 eglse cascade Double 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 BC CALC®3.0 Design Report-US 1 span No cantilevers 0/12 slope Friday,August 20,2010 build 440 File Name: BC CALC Project Job Name: Maplewood Reserve Description: Beam Over Bonus Room-Units 1801, 1806 Address: 1801 - 1806 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 18-Six Townhouse Units • 1 22-03-00 B0,5-1/2" 61,5-1/2" LL 3,004 lbs LL 3,004 lbs DL 2,450 lbs DL 2,450 lbs Total Horizontal Product Length=22-03-00 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 22-03-00 20 15 13-06-00 Controls Summary value %Allowable Duration case Span Disclosure Pos. Moment 28,217 ft-lbs 60.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4,494 lbs 37.5% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U375(0.687") 64.1% 1 1 output as evidence of suitability for Live Load Defl. 0680(0.379") 52.9% 1 1 particular application.Output here based Max Defl. 0.687" 68.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 14.3 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" 5,454 lbs 39.1% 37.8% Spruce Pine Fir or ask questions,please call (800)232-0788 before installation. B1 Post 5-1/2"x 3-1/2" 5,454 lbs 39.1% 37.8% Spruce Pine Fir BC CALC®,BC FRAMER®,AJS- Notes ALLJOISTO,BC RIM BOARDTm,BCI®, BOISE GLULAMMSIMPLE 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-STRANDS,VERSA-STUD®are trademarks of Boise Cascade,L.L.C. Connection Diagram b d a I I c 14 a a minimum=2" c=7" b minimum=3" d= 12" 4 � Member has no side loads. v. g Connectors are: 16d Common Nails No. 136 A gSAi. Page 1 of 1 Boise Cascade Double 1-3/4" x 14" VERSA-LAM@ 2.0 3100 SP Floor Beam\F1303 BC CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope Friday,August 20,2010 Build 440 File Name: BC CALC Project Job Name: Maplewood Reserve Description: Beam Over Sprinkler/Electrical Rooms Address: 1801 -1806 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 18-Six Townhouse Units 2 3 1 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. 0471 (0.309") 50.9% 2 1 output as evidence of suitability for Live Load Defl. U575(0.253") 62.6% 2 1 particular application.Output here based Max Defl. 0.309" 30.9% 2 1 on building code-accepted design Span/Depth 10.4 n/a 1 Instpallllat on o BOISrties and E enginsis eered 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 3-1/2"x 3-1/2" 6,394 lbs n/a 69.6% Unspecified 8 ask questions,please call (8 B1 Post 3-1/2"x 3-1/2" 6,394 lbs n/a t9.6% '' Unspecified ( 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJSM, Notes ALLJOISTO,BC RIM BOARDT"' BCI®, BOISE GLULAM- 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. 9 ( ) 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 II c a a minimum=2" c= 5" QED A b minimum=3" d= 12" '�� AC Member has no side loads. Seti�Z �f Connectors are: 16d Common Nails No. 86 eOS';ly, MAC.- ss. Page 1 of 1 a B(tie Cascade Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Roof Beam1R1301 BCCALC®3.0 Design Report-US 1 span No cantilevers 0/12 slope Friday,August 20,2010 build 440 File Name: BC CALC Project Job Name: Maplewood Reserve Description: Unit Structural Ridge(1802- 1805) Address: 1801 - 1806 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 18-Six Townhouse Units �o 12 • 1 21-04-00 B0,5-1/2" B1,5-1/2" DL 2,172 lbs DL 2,172 lbs SL 7,040 lbs SL 7,040 lbs Total Horizontal Product Length=21-04-00 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 21-04-00 15 55 12-00-00 Controls Summary Value /.Allowable Duration Case Span DISCIOSUrE Pos. Moment 45,553 ft-lbs 49.3% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 7,089 lbs 38.6% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U575(0.429") 31.3% 3 1 output as evidence of suitability for Live Load Defl. U752(0.328") 31.9% 3 1 particular application.Output here based Max Defl. 0.429" 42.9% 3 1 on building code-accepted design Span/Depth 10.3 n/a 1 Installation on o BOISrties and E methods.is 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" 9,212 lbs 66.0% 63.8% Spruce Pine Fir ( ask questions,please call 8 B1 Post 5-1/2"x 3-1/2" 9,212 lbs 66.0% 63.8% Spruce Pine Fir (800)232-0788 before installation. 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-RIM0, 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(0180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b — d a I c % i� \S�FFEO ASC J. a minimum=2" c= 10" Q� f b minimum=3" d= 12" r o. 85 Member has no side loads. B0�c )N, Connectors are: 16d Common Nails gG MASS. Of M Page 1 of 1 Bose cascade Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 BC CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope Friday,August 20, 2010 Build 440 File Name: BC CALC Project Job Name: Maplewood Reserve Description: Lower Roof Beam(Units 1802- 1805) Address: 1801 -1806 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 18-Six Townhouse Units 1__10 12 . 1 21-04-00 Bo,5-1/2" Bt,5-1/2" DL 2,364 lbs DL 2,364 lbs SL 7,627 lbs SL 7,627 lbs Total Horizontal Product Length=21-04-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 1250/6 1 Standard Load Unf.Area(psf) L 00-00-00 21-04-00 15 55 13-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 49,401 ft-lbs 61.4% 116% 3 1 -Internal Completeness and accuracy of input must End Shear 8,156 lbs 39.5% 115% 3 1 -Left be verged by anyone who would rely on Total Load Defl. U335(0.735") 53.7% 3 1 output as evidence of suitability for Live Load Defl. U439(0.561") 54.7% 3 1 particular application.Output here based Max Defl. 0.735" 73.5% 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" 9,990 lbs 71.6% 69.2% Spruce Pine Fir ( ask questions,please call 8 B1 Post 5-1/2"x 3-1/2" 9,990 lbs 71.6% 69.2% Spruce Pine Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST'", ALLJOISTO,BC RIM BOARDT'",BCI®, Cautions GLULAMT"' SIMPLE FRAMING Member is not fully supported at post B0. A connector is required at this bearing. SYSTEMS,VERSA-LAM®,VERSA-RIM Member is not fully supported at post B1. A connector is required at this bearing. PLUS®,VERSA-RIM®, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND®,VERSA-STUDS are will not occur. trademarks of Boise Cascade,L.L.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. ED A'�#��, o SOS ti Page 1 of 2 (913otsecaseade Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 13C CALC®3.0 Design Report-US 1 span No cantilevers 10/12 slope Friday,August 20, 2010 Build 440 File Name: BC CALC Project Job Name: Maplewood Reserve Description: Lower Roof Beam (Units 1802- 1805) Address: 1801 - 1806 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 18-Six Townhouse Units Connection Diagram Disclosure Completeness and accuracy of input must jb• I�d be verified by anyone who would rely on a o ,+ output as evidence of suitability for - c particular application.Output here based on building code-accepted design � properties and analysis methods. e o Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" C=6-1/2" or ask questions,please call (800)232-0788 before installation. b minimum=3" d= 12" e minimum= 3" BC CALC®,BC FRAMER®,AJS-, ALUOISTO,BC RIM BOARD-,BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: 16d Common Nails PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade,L.L.C. 7 . 4ED A�Ch'r 4RS vQ Q BOS' L� of Page 2 of 2 Tnh In p.oprietwy Ip VORBACH ARCHITECTURE.Any dbcloa.re o pmprletwy Inlwmotlan or reprm clips of tnh eocument la eaprnely prpn"a11e0 oxcept ae VORBACHI ARCHITECTURE may otherwise agree in writing. M AP L E vV O O D RESERVE Wrltle elmepa�. tl fl e.peings ahpl=tyke pr.e diti p..r•coley th—dlne.CONTRACTORS < SHALL VERITY,ene pe responalola fw NI eimenaiona o Inh propyl one tnh off a copal be rJ, noliRee of any vwbllpns/rom Ino e'men'ons aM cpnyilicns enpwn Dy mesa erwNgp. L N H Ud o BUILDING 18: 1801 - 1806 DOGWOOD CIRCLE - NORTH ANDOVER, MA. 01845 W � U x ARCHITECTURAL ABBREVIATIONSx CsENERAL NOTES DRAWING INDEX q AND E. EAST L. LENGTH 5. SOUTH,$OIL JOB NO. 7 2009—Oe4_18 AT (E) EXISTING L.D. LINEAR DIFFUSER 9.A. SUPPLY AIR.SINGLE ACTING 1. THE TERM'WORK`AS USED IN THESE NOTES SHALL INCLUDE ALL PROVISIONS AS DRAWN OR SPECIFIED O W m A AIR EA. EACH LAB. LABORATORY SAN. SANITARY IN THESE DOCUMENTS AS WELL AS ALL OTHER PROVISIONS SPECIFICALLY INCLUDED BY THE OWNER IN A.B. ANCHOR BOLT(5) E.A. EXHAUST AIR LAM. LAMINATE fD) 5.C. SOLID CORE THE FORM OF DRAWINGS,SPECIFICATIONS,AND WRITTEN INSTRUCTIONS. O ABAN. ABANDON E.F. EACH FACE LAV. LAVATORY S.C.D. SEAT COVER DISPENSER DATE ISSUED: 08/2SX09 xa' ABV.C. ABOVE CEILING E.H.H. ELECTRIC HAND HOLE LB.a e POUND SCHED. SCHEDULE Z. BEFORE SUBMITTING A BID.THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL V(517 THE PREMISES 3 ABV. ABOVE EL. ELEVATION L.C. LEAD COAT IED) SCR. SCREEN TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND THE EXTENT OF WORK REQUIRED TO A.C. AIR CONDITION(ING) ELEC. ELECTRIC(AL) LG. LONG S.D. STORM DRAIN,SOAP DISPENSER, COMPLETE THE PROJECT. ARCHITECTURAL u� •• ACOU9. ACOUSTICAL ELEV. ELEVATOR L.H. LEFT HAND SUBDRAIN )= AC.PNL. ACOUSTICAL PANEL EMER. EMERGENCY L.H.R. LEFT HAND REVERSE SDG. SIDING 3. CONTRACTORS SHALL NOT SUBMIT A BID FOR THIS WORK UNLESS THEY ARE FULLY QUALIFIED AND AC.T. ACOUSTICAL TILE E.M.H. ELECTRIC MANHOLE LKR. LOCKER SECT. SECTION LICENSED B7 THE STATE IN WHICH THE WORK IS TO BE PERFORMED. A.T.C. ACOUSTICAL TILE CEILING ENCL. ENCLOSURE L.L. LEASE LINE 5.E.F. SMOKE EXHAUST FAN CS-2 PROJECT DATA AND CODE INFORMATION A.D. ACCESS DOOR.AREA DRAIN ENT. ENTRANCE L.P. LIGHT POLE.LOW POINT SERV. SERVICE q. IF THE CONTRACT DRAWINGS ARE FOUND TO BE UNCLEAR.AMBIGUOUS OR CONTRADICTORY,THE ADD. ADDENDUM E.O.D. EDGE OF DECK LTL. LINTEL 5.F. SQUARE FEET CONTRACTOR MUST REQUE57 CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING ADDL. ADDITIONAL E.O.F. EDGE OF FLANGE LT. LIGHT 5.H. SPRINKLER HEAD WITH THAT PART OF THE WORK. AOJ. ADJUST(ABLE).ADJACENT E.O.R. EDGE OF ROADLa ROOF LTG. LIGHTING SH. 5HELF S. THE ARCHITECT SHALL BE AVAILABLE TO VISIT THE SITE WHEN REQUESTED.IF A CONDITION EXISTS A.F.F. ABOVE FINISH FLOOR E.P. - ELECTRIC PANEL BOARD LT.WT. LIGHT WEIGHT 5HT. SHEET THAT REQUIRES OBDERVATION OR ACTION BY THE ARCHITECT OR ENGINEER.THE CONTRACTOR ALT. ALTERNATE EQ. EQUAL gHTH. SHEATHING SHALL NOTIFY THE OWNER AND THE ARCHITECT. STAMP: ALUM. ALUMINUM EQUIP. EQUIPMENT SL SLEEVE A.P. ACCESS PANEL E.W. EACH WAY MACH. MACHINE $,M.H. SEWER MANHOLE 6. CONTRACTOR SHALL BE FAMILIAR WITH PROVISIONS OF ALL APPLICABLE CODES AND SHALL INSURE HAS. MASONRY APPROX. APPROXIMATE(LY) E.W.C. ELECTRIC WATER COOLER S.N.D. SANITARY NAPKIN DISPENSER THE COMPLIANCE OF THE WORK WITH ALL LOCAL,STATE AND NATIONAL CODES.THE MORE STRINGENT ARCH, ARCHITECT(URAL) E,W.H. ELECTRIC WATER HEATER MAT. MATERIAL S.N.R. SANITARY NAPKIN RECEPTICLE SHALL GOVERN. MAX. MAXIMUM ASPH. ASPHALT EXIST. EXISTING S.P. SOAP DIBPEN5ER.STORM DRAIN. T THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ✓r �` H.C. MEDICINE CHEST U t-ORG ANGLE(METAL) EXH. EXHAUST SUBDRAIN M.C.F. METAL CAP FLASHING SAFETY,CARE A ADJACENT PROPERTIES DURING CONSTRUCTION,COMPLIANCE WITH STATE AND � AAcyi X ANGLE (DEGREES) EXP. EXPANSION MECH. MECHANICAL SPEC(5). SPECIFICATION(5) FEDERAL REGULATION REGARDING SAFETY AND COHPLAINCE WITH REQUIREMENTS SPECIFIED IN THE AT C. AT CEILING EXPO. EXPOSED SPKR. SPEAKER MED. MEDIUM OWNER/CONTRACTOR I5.AND SHALL BE.THE CONTRACTORS RESPONSIBILITY. EXP.JT./E.J.EXTERIORN JOINT MEMB. MEMBRANE 5Q. SQUARE EXT. EXTERIOR MET. METAL 5.R. SPRINKLER RISER 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR (A B.C. BOTTOM OF CURB,BRICK COURSE. MFD. MANUFACTURED STA. STATION ALL CONSTRUCTION MEANS.METHODS.TECHNIQUES.AND SAFETY PROCEDURES AND FOR COORDINATING BLOCK COURSE F.A. FRESH AIR.FIRE ALARM MFG. MANUFACTURING 5TD. STANDARD ALL PORTIONS OF THE WORK. `_ Q BD. BOARD STL. STEEL FA.I. FRESH AIR IN MFR. MANUFACTURER BEL. BELOW F.B. FLAT BAR M.H. MANHOLE 5.5. STAINLESS STEEL.SERVICE SINK 9. DO NOT SCALE DRAWINGS.USE WRITTEN DIMENSIONS FOR ALL MEASUREMENTS.ALL DIMENSIONS ARE TO BIT. BITUMINOUS MIN. MINIMUM STOR. STORAGE FACE OF CONCRETE,FRAMING,OR MASONRY.(UNLESS NOTED OTHERWISE.) F.C. FIRE CODE MIR. MIRROR G7 BIT.CONC.BITUMINOUS CONCRETE 9TRUCT. STRUCTURAL B.L. BUILDING LINE F.C.O. FLOOR CLEANOUT 10.CONTRACTOR SHALL SECURE ALL PERMITS AND FEES INCURRED IN THE COMPLETION OF THE PROJECT, 85 G2 MISC. MISCELLANEOUS BURR. SURROUND FD. FLOOR DRAIN.FIRE DAMPER INCLUDING BUT NOT LIMITED TO BUILDING PERMITS,WATER.TELEPHONE AND ELECTRIC SERVICE BLT. BUILT FON. FOUNDATION MLDG. MOULDING SUSP. SUSPEND(ED) CONNECTION.CERTIFICATE OF OCCUPANCY SURVEYS AND INSPECTIONS. �"� BLDG. ELI FE. FENCE M.O. MASONRY OPENING SW. SWITCH BO 1 )N• W W BLK. BLOCK S.W. SIDEWALK n BLKG. BLOCKING F.E.0 FIRE EXTINGWSHER CABINET MOD. MODULE,MODULAR 9YM. 5YHE7RICAL II. SCOPE OF WORK:THE CONTRACTOR SHALL INCLUDE AND PROVIDE ALL LABOR,MATERIALS,EQUIPMENT, O M ty F.F. FIN15H FLOOR MTD. MOUNTED TRANSPORTATION AND PAY ALL EXPENSES INCURRED IN THE PROPER COMPLETION OF WORK UNLESS BM. BEAM SYMB. SYMBOL rrHn•.� F.H. FLAT HEAD MTC. MOUNTING,MEETING SPECIFICALLY NOTED TO BE THE WORK OF OTHERS.CONTRACTOR SHALL PERFORM ALL WORK BOT. BOTTOM F.H.C. FIRE HOSE CABINET MULL. MULLION NECESSARY FOR PRODUCTION C A COMPLETE,HABITABLE PROJECT,INCLUDING BUT NOT LIMITED TO (yi BRK. BRICK FIB. FIBER T. TREAD SITEWORK,ARCHITECTURAL.ELECTRICAL.PLUMBING AND HVAC. BRKT. BRACKET FIN. FINISH TAPD. TAPERED 12. INSURANCE:WORKMAN'S COMPENSATION AS REQUIRED BY LAW,AND PUBLIC LIABILITY SHALL BE CARRIED '7 J Fi BULL. BASEMENT (N) NEWOf FIN.GR. FINISH GRADE T.B. TOWEL BAR BY THE CONTRACTOR. z BULL. BULLETIN N. NORTH I-I FIXFL. FINISH FLOOR T.C. TDP OF CURB H BULLED. BULLETIN BOARD FIX T. FIXTURE NAT. NATURAL 7,D. TOWEL DISPENSER,TRENCH DRAIN 13, GUARAN7EE:THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED AND - U _ FL. FLOOR.FLUSH NEG. NEGATIVE TEL. TELEPHONE INSTALLED BY HIM,OR NIS SUB-CONTRACTORS FOR A PERIOD OF ONE(D YEAR FROM DATE OF 'D N.I.C. NOT 1N CONTRACT ACCEPTANCE AND SHALL REPLACE ANY DEFECTIVE WORK WITHIN THAT PERIOD WITHOUT EXPENCE TO W "'1 FLASH. FLASHING NO.or a NUMBER TEMP. TEMPERED THE OWNER AND PAY FOR ALL DAMAGES TO OTHER PARTS OF THE BUILDING RESULTING FROM O Q CAB. CABINET FLOG. FOLDING TER. TERRAZZO 1 CAR. CARPET FL.GL. FLOAT GLA55 NOM. NOMINAL T 1 G TONGUE 1 GROOVE DEFECTIVE WORK WITHIN TEN 110)DAYS AFTER IT IS BROUGHT TO HIS ATTENTION. Q] Uj C.B. CATCH BA51N FLUOR. FLUORESCENT N.T.S. NOT TO SCALE 7.H. TISSUE HOLDER W W C.B.C. CONCRETE BLOCK COURSE F.O.C. FACE OF CONCRETE HK. 7HICK H. PROTECTION:THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK AND THAT OF H15 SUB- Q' C.D. CEILING DIFFU5ER P.O.F. FACE OF FINISH O. OIL THR. THRESHOLD CONTRACTORS FOR LOSSES AND DAMAGES TO EQUIPMENT,TOOLS.AND MATERIALS USED IN Y' Q CONDENSATE DRAIN F.O.M. FACE OF MASONRY O.A. OVERALL.OUTSIDE AIR 7,ry,H. TELEPHONE MANHOLE CONJUNCTION WITH THE WORK AND FOR ACTS OF HIS EMPLOYEES. CEM. CEMENT F.O.S. FACE OF STUD OBS. OBSCURE 7,P, TOP OF PAVEMENT IS. CLEANING UP.THE CONTRACTOR SHALL.AT ALL TIMES KEEP THE PREMISES,FROM ACCUMULATION OF �•L" • (.D CEMPL. CEMENT PLASTER F.P. FIREPROOF PING) O.C, ON CENTER T.P,D. TOILET PAPER D19PENSER WASTE HATERIALS AND RUBBISH AND AT COMPLETION OF THE WORK THE CONTRACTOR SHALL REMOVE GZy LSC CER. CERAMIC F.R. FIRE RETARDANT O.D DIMENOUTSSDE ION DIAMETER.OUTSIDE T.P.H. TOILET PAPER HOLDER ALL RUBBISH,IMPLEMENTS.AND SURPLUS MATERIALS AND LEAVE THE HOUSE CLEAN.WITH PAINTED (7� (,j,� W W Q • C.G. CORNER GUARD,CEILING GRILLE FR. FRAME T.O.C. TOP OF CONCRETE AND WOOD SURFACES CLEAN,ALL FLOORS WAXED AND/OR POLISHED AS SPECIFIED.AND ALL GLA55 O.F.C.I. OWNER FURNISHED,CONTRACTOR AND MIRRORS CLEANED AND POLISHED. ^ O C.H. CABINET HEATER.COAT HOOK F.R.P. FIBERGLASS REINFORCED PLASTIC T.O.F. TOP OF FOOTING INSTALLED CHKD. CHECKERED F.S. FULL SIZE T.O.S. TOP OF STEEL C.I. CAST IRON(PIPE) FT. FOOT,FEET OFF. OFFICE 7.O.W. TOP OF WALL I6. CONTRACTOR IS TO PROVIDE A LIST OF ALL SUB-CONTRACTORS USED TO THE OWNER.COMPLETE WITH C.I.P. CAB T-iN-PLACE FTG. FOOTING O.H. OVERHEAD TOL. TOLERANCE ADDRESSES.PHONE NUMBERS AND COPIES OF ALL WARRANTIES. C) A C.7 t r7 C.J. CONTROL JOINT FUR. FURRING OPER. OPERATOR 7,pTN. TOILET PARTITION ��jj 1, OPNG. OPENING 11. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED AND INSTALLED AS REQUIRED AND LOCATED BY THE O Z CK.BD. CHALK BOARD FURN. FURNISH(ED) IRAN. 7RANSOM W U CL.ar¢ CENTERLINE FLIT. FUTURE DPP. OPPOSITE TRANSF. TRANSFORMER FIRE DEPAERTMENT AND IN ACCORDANCE WITH TBO CMR 3603.16 FIRE PROTECTION SYSTEMS(36.03.16.3 end 3603.16.10) STRUCTURAL 3 ¢ F CLC. CEILING F.V. FIELD VERIFY OPP.H. OPPOSITE HAND TV TELEVISION 18. OWNER SHALL HAVE ACCESS TO THE PROJECT FOR COMPLETION OF WORK BY OWNER. T CLKG. CAULKING DRG. ORGANIZED TYP. TYPICAL CLO. CLOSET CLR. CLEAR G. GAS PART.BD. PARTICLE BOARD NSA C.M.U. CONCRETE MASONRY UNIT PART. PARTITION UC. UNDERCUT Q Q Q GA. GAUGE 11! CNTR. COUNTER GAL. GALLON(5) P.B. PUSH BUTTON U.F. UNDER FLOOR C.O. CLEAR OPENING,CLEANOUT P.C. PLUMBING CONTRACTOR U.H. UNIT HEATER Z GALV. GALVANIZED COL. COLUMN G.B. GRAB BAR PC. PIECE U.L. UNDERWRITER'S LABORATORY PLUMBING CORP. COMPRESSIBLE,COMPACTOR G.Cy GENERAL CONTRACTOR PERIM. PERIMETER UNEXCAV, UNEXCAVATED GENERAL DESIGN CRITERIA CONC. CONCRETE G.D. GUTTER DRAIN PERF. PERFORATE(D) UNFIN. UNFINISHED COND. CONDITION.CONDENSER GEN. GENERAL PERP. PERPENDICULAR(TO) U.N.O. UNLESS NOTED OTHERWISE U CJ CONF. CONFERENCE G.I. GALVANIZED IRON PG, PAGE U.O.N. UNLESS OTHERWISE NOTED ARCHITECTURAL DESIGN CRITERIA T CONN. CONNECTION.CONNECTOR GL. GLASS PL. PLATE UR. URINAL NIA n CON5T. CONSTRUCTION GLZD. GLAZED P.L-a E PROPERTY LINE Q CONT. CONTINUOUS G.M. GAS METER PLA5. PLASTIC V. VENT MASSACHUSETTS STATE BUILDING CODE,X80 CMR,SEVENTH EDITION CONTR. CONTRACTOR PL.LAM. PLASTIC LAMINATE V.B. VAPOR BARRIER CND. GROUND COORD. COORDINATE PLUMB, PLUMBING V.C. VITRIFIED CLAY CORR. CORRIDOR GR. GREASE.GRADE PLYWD. PLYWOOD V.C.T. VINYL COMPOSITION TILE SIX(6)UNIT WOOD FRAMED TOWNHOUSE RESIDENCES MECHANICAL Q+ C.R. CoLD-ROLLED.CEILING REGISTER GRAN. GRANITE p.M, PRESSED METAL VERT. VERTICAL GRAV. GRAVEL C5. COURSE I5) PNL. PANEL VE5T. VESTIBULE BLDG.USE GROUP R3 - RESIDENTIAL GRD.RL. GUARDRAIL CSK. COUNTERSUNK G.W.B. GYPSUM WALLBOARD PNLC PANELLING V.I.F. VERIFY IN FIELD C.T. CERAMIC TILE PDL. POLISHED VIN. VINYLNXA N0. REVISIONS CT. COUNT,COURT H. HIGH POS. POSITIVE V.J. V-JOINT CTR. CENTER H.B. H05E BIB P.P.GL. POLISHED PLATE GLASS VNR. VENEER STRUCTURAL DESIGN CRITERIA CU. CUBIC PR. PAIR V.R. VENT RI5ER H.C. HOLLOW CORE C.V.H. CABINET UNIT HEATER PRE.CONC.PRECAST CONCRETE V.S. VENT STACK H.D. HUB DRAIN C or[ CHANNEL HDBD. HEADBOARD PRKG. PARKING V.T. VINYL TILE MASSACHUSETTS STATE BUILDING CODE,T80 CMR,SEVENTH EDITION ELECTRICAL HDR. HEADER PT. POINT HDWR. HARDWARE GROUND SNOW LOAD - 55 PSF D. DRAIN W. WEST,WIDE.WASTE BASIC WIND SPEED (MPH)= ILO D.A. DOUBLE ACTING H.D.F. HANDICAP DRINKING FOUNTAIN P,T, PRESSURE TREATED W/ WITH DBL. DOUBLE Hr. HARDWOOD PTD. PAINTED W.B. WOOD BASE EARTHQUAKE DESIGN FACTORS: SB 0.33. 51 O.OTS DEG. DEGREE H.M. HOLOLOW METAL PTH. PARTITION W.C. WATER CLOSET NIA DEP. DEPRESSED HO. HOUSE P.T.D. PAPER TOUIEL DISPENSER W.C.O. WALL CLEANOUT DEPT. DEPARTMENT HORIZ. HORIZONTAL P.7•R. PAPER TOWEL RECEPTICLE WD. WOOD DET. DETAIL H.P. HIGH POINT,HORSE POWER P.V.C. POLYVINYL CHLORIDE WOW. WINDOW TABLE 5301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER SQUARE FOOT): D.F. DRINKING FOUNTAIN HRHOUR III G. WIRE GLASS,WALL GATE . D.A.a 0 DIAMETER OR ROUND W.H. WALL HUNG.WALL HYDRANT OIFF. DIFFUSER HT. HEIGHT Q.T. QUARRY TILE WH.CHR. WHEELCHAIR USE LIVE LOAD (PSF) DIM. DIMENSION HTR. HEATER 111.1, WROUGHT IRON SYMBOLS DisHVAC HEATING.VENTILATION.1 CK. DISPENSER W.M. WIRE MESH.WATER MAIN. ATTICS WITH STORAGE 20 DK. DARK AIR CONDITIONING R RES1COEFFICIENT7ANCE OF THERMAL WATER METER DN. DOWN HYD. HYDRANT RESISTANCE W/O WITHOUT ATTICS WITHOUT STORAGE 10 H.W. HOT WATER R. RISER,RADIUS WP. WATERPROOF(ING> D.O. DOOR OPENING DECKS 40 H.W.H. HOT WATER HEATER R.A. RETURN AIR W.P. WORK POINT DO. DITTO —.00R NUMBER DOM. DOMESTIC RAD. RADIUS W.5 WASTE STACK EXTERIOR BALCONIES 60 DP. DEEP,DAMPROOF(ING) R.C. REIN PORCED'CONCRETE PIPE WT. WEIGHT DR. DOOR I.D. INSIDE DIAMETER,INSIDE R,D. ROOF DRAIN W.W.F. WELDED WIRE FABRIC FIRE ESCAPES 40 DIMENSION D.S. DOWNSPOUT IN. INCH.INCHES RDWY. ROADWAY W.W.M. WELDED WIRE MESH GUARDRAILS AND HANDRAILS 200 DRAWN CHECKED DWG(5) DRAWING(5) REF. REFER,REFERENCE DETAIL NUMBER OWL. DOWEL INCL. INCANDESCENT REFR. REFRIGERATE,(ANT).CATION), GUARDRAIL$ IN-FILL COMPONENTS 50 R.J.V. R.J.V. INCL. INCLUDE(5),INCLUSIVE YD. YARD IATOR>,fATED) SHEET ON WHICH DETAIL (NST. INSTALL(ED) PASSENGER VEHICLE GARAGES SO A-8 REG. REGISTER INSUL. INSULATION,IN9ULA71NG, REINP, REINFORCE(D) ROOMS OTHER THAN SLEEPING ROOMS 10 IS DRAWN DATE 09/03/09 INSULATE fD)NT. INTERIOR IRELOC. RELOCATE REM. REMOVE SLEEPING ROOMS 30 - NV. INVERT REMOD. REMODEL STAIRS 10 SCALE AS NOTED RET. RETAIN,RETURN q SECTION LETTER JAN. JANITOR REQ'D. REQUIRED J.C. JANITOR'S CLOSET RESIL. RESILIENT A-9 JOB NO. 2009-OI JT. JOINT REV. REVISED SHEET ON WHICH SECTION J.P. JOINT FILLER R.H. RIGHT.HAND.ROBE HOOK (�(�n(I©D O n ©�r7 �j IS DRAWN CONSTRUCTION DRAWING J5T. JO 5T R.H.R. RIGHT HAND REVERSE �J 9 u � � D2 w u COVER SHEET 2 RM. ROOM //— SHEET: 2 K.E. KITCHEN EXHAUST RHD.w 0 ROUND G]a D Q O a D 4 d Q 4 0 a A' r SECTION OR DETAIL TITLE KIT. KITCHEN R.O. ROUGH OPENING K.P. KICK PLATE RR. RAILROAD ) DETAIL /� K.O. KNOCKOUT R.T.U. ROOF TOP UNIT PROJECT NO.: 2009-04 —18 DATE: 09 23 2010 _L RWD, REDWOOD / / A-I SCALE:I/4'�1'-O` R.W.L. RAIN WATER LEADER .. SHEET NUMBER OF 2 SHEETS 11-11., l m."m"'..'.'li am`oa:n": w+"e'..0 Ih n _:1.`-ii:, ue:c)m. °.Ilse el eer.e.leue...aFr m.a,°.w,.me.o,:arua.no.e°I.w �rwm m U � o ler-lo s/e• I:W o 0 � U hrT�-11 W % D'-r 2F-3 I/N• 20'-0' H'-11 1/a' 10'-I II/K' 20'-0• 10'-0' 21-1' IY-T• s a 1'CONCRETE BLAB 4000 PSI-MICRO- MESH FIBER REINFORCEMEN N•! p a yU FINISHED GRADE 1 BARS+It'O . [,,y]J NEW a'POURED VERTICALLY .0 a"^ 0 CONCRETE O Q I I )^ I M FOUNDATION WALL u h '.: i I L— - - - ----- - - -- -- -- - - - J I ' bi .'•"''. y 24 B I i I W/ALTERNATE NOOK T n L —— —— — — _ I L'-'=- --- ---- - • 3+6 BARB CONT. � I HEREBY CERTIFY THAT THIS PLAN AND ANY I RELATED CONSTRUCTION I I NOTE:DOTTon OF NEW DOCUMENTS WERE FOOTING TO BE PREPARED BY ME OR n EXISTING COND.1 N9 — —— ——— ——— — —---— ——J i COORDINATED W/ 2 o UNDER SI DIRECTAND SUPERVISION AND THAT I AMA DULY REGISTERED r - -- - ------ ---- ________ LAWS OF THE COMMONWEALTH ARCHITECT UNDER THE L — ——— —— — — —— —— D —— —— ------ FOUNDATION SECTION OF MASSACHUSETTS D .rpp mm)ranlon.xwmolb+pµrbray to vdieACll ARCHiECiUxE.Any a.cb.ae a°ae el FA¢CWi[CNLE A..T. wr M rrlliq.Coa�1 N gr.Wf F.mmt.a..c.y1 m WEBA I r�.i•w.,ea re a m�.,N,e cw s o • „.un.a or=eY pmua,eom Ine am.em°.as a,.muar°.mhi e°e m«arc:m..r n: � a O Ue o W H u o V i W u rT i v F t 4U 1]'-I 1/N• 2t-9' 20'-O' 11'-N 7/e' 11-14' r-3• ]Y-]l/LL' ]O'-O' ]O'-O• 21-1' I]'-T P 1 �•(� y �i� r�r1 O�b T z e 0 0 4 9 B b o A-2 A-2 B 9 A-2 A-2 •� THISRPLLANEBY CAND FANY HAT 10 j t0 RELATED CONSTRUCTION TYP.A-2 TYP.A-2 DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SU 0 PERV)SION AND THAT B•-3 yr L•-o s I A DULY REGISTERED ARCHITECT UNDER THE _ ]X 1 PLATE ]x w p b OF MASSACHUSETTS AS ❑ LAWS OF THE COMMONWEALTH ❑ —L - - ® CERTIFIED BY MY HAND AND SEAL. n _ a MA.SEAL 9085: ❑ ❑ ❑ o i a ❑ ❑ ❑ = e 13'-10 VB' 30'-6• IL'-L' ]B'-O• 1'-7 I/] 12'-9 I/T I7'-B' 13-9 I/]' •. Q�V�SOti�� �.voge�pF � U 0 85cn > Q a 80 ON, '+� w ; a � REF. P.T. WALL PLATE PLAN Oy Ss. �'�`' I,1 W SCALE:111'-I'-O' 0 2 a Q w � 3 ' a E- v E"I BILL SEALER P.T.]X L PLATE OVER P.T.2 X 1 PLATE P.T.2 X L PLATE P.7.]X L PLATES ti �9EALAHT BE-ANT �t7 u EXISTING ANCHOR NO. REVISIONS EXIBTNW 77R=ED FOAM INSULATION IN 10) DROP BLAB - DROP BLAB FOUNDATION EXISTING ST' _0 0 0 EXI .0 WALLDATION ° WALLD�ION ° v NOTE:EXTERIOR PACE OF EX1571NG CONCRETE FOUNDATION WALL 19 TO BE PARGED AT BILL PLATE WHERE ANY SPALLING OF THE CONCRETE HAS OCCURED.BROKEN CORNERS ARE TO BE REPAIRED. DRAWN CHECKED: EXTERIOR PLATE DETAIL s INTERIOR PLATE DETAIL _9 INTERIOR PLATE DETAIL io INTERIOR FOOTING R.J.V. R.J.V. A_ SCALE:I VT-r-o A SCALE,9/1•-r-O• A SCALE:D O• A� SCALE:3/1 -r-0- DATE: 08/23/2010 •'{ L 11 L SCALE A5 NOTED JOB NO.: 2009-09-IB CONSTRUCTION DRAWING WALL PLATE PLAN,DETAILS o. SHEET: 3 u@@ 10 P@02 P©G3p04 paD A_2 PROJECT NO.: 2009-04-18 DATE: 08/23/2010 OF 34 SHEETS oopq ,m proprelaY,o vO68ALN L�IECNdE MY dwoese a rw of Ip.RMIIE[{La[ new N er Oo�u M Yp eep w WWIn rp Y Ipuone Nam tp.e,r.,.new"eewC�a�ancn'ww.ttle N w m ei a ton rErEEF.''rJJ^,^ N �0 V � 0 +' Ri V4' 9-1' 9a-O• w-1 Vr IT-1 314. 14-36/4' w-P ZO•-a S-r 0., W u 10'-q V+' 1'-1 VY 10•-0' a-3 Vr 6'-6 s/r B'-e VY T-9 IYr ID'-d Yi VT V-6 Vr m C U NZ C L3 L2 L2 L2 � LD � NZ � 2 �Q Q IY to I o I._3 yr A-3.1 C0 ____ ____ � I$06 (BOG _--- ( Y THISRPLBANCANDFANY1AT R RELATED CONSTRUCTION ---- WS-I D =_'______= DOCUMENTS WERE PREPARED BY ME OR UNDER MY ___- ---= WS-2 ---- 1801 1802 1803 1804 SUPERVISION DIRECT AND THAT REGISTERED u+ _ ARCHOFTHE UNDER WEALTH H AM TECT Y , T OF MASSACHUSETTS AS H CERTIFIED BY MY HAND T L I, I1 AND SEAL. r= MA. SEAL 9085: II 4 _4 77 Ej- coo I voRe� F�, � w 6'-0 3Yr �-a s-1 yr r-1 yr z-r' r-a• �,. N �,T—,• a•-e rr �, sr ; r-a yr z_3.. 6._rr-z 3/r r-Ir' s•-r 4r-r s-r y a . 6x.1 W 4 4 4 4 4 A-3.1 4 4 4 4 4 4 4 E 4 E 4 E C-7) , 9 5 U A a Q A n•-ID vF• xa-r 4'-r za-a rri• rt-r ,3-,yr -�� SOST 641 )EF FIRST FLOOR WALL FRAMING PLAN q 0 3 OSCALE,VW-1'-O' l/LL•OBB BHEATMINGF3' O 3 VY 1. 'sv? GENERAL FRAMING SPECIRICATION$z 3 X 1 91UD9 a F Ga I.ALL FRAMING LUHBER USED SHALL BE S.P.F.N0.Z OR BETTER UNLESS OTHERWISE NOTED: O O ft 1150 REPETATIVE.E-1300,000.ALLOWABLE EXTREME FIBER STRESS IN BENDING Fb WO IP.S.IJ C V) E.1300.000 _ 7 Z.ALL LUMBER SMALL BEAR THE STAMP OF THE APPROVING GRACING AGENCY. (31 w 3.ALL WOOD SILLS OR PLATES ON CONCRETE SHALL BE PRESSURE TREATED LUMBER. +.FAS TEN ALL LUMBER SECURELY TO ALL SUPPORTS. r, 6.ALL PLYWOOD SHALL BE APA COX(EXTERIOR)GRADE PLYWOOD UNLE35 OTHERWISE NOTED. V'14 L.ALL CONSTRUCTION SHALL COMPLY WITH NATIONAL DESIGN SPEGFlCATIONS,AND THE MASSACHUSETTS t'°I--Y1 �y STATE BUILDING CODE,180 CMR SEVENTH EDITION. I ; O a 2 x L STUDS r-r NO. REVISIONS r_z, r-z yr II BOX COLUMN PLAN IZ BOX COLUMN PLAN A•3 SCALE:I V2•-r-O• A.3 SCALE,1 1/2•-r-O' DRAWN CHECKED R.J.V. R,J.V. FIRST FLOOR WINDOW SCHEDULE DATE 08/23/2010 HARK TYPE COUNT R.O.SIZE UNIT DIMENSION REMARKS O CASEMENT 6 2'-6 1/2" X 3-4 1/2" 2'-(." X 3'-4' VICON NEW CONSTRUCTION SERIES BY HARVEY.COLOR:WHITE,LOW E ARGON GLAZING.TWO (2)LITE GRID SCALE AS NOTED OC AWNING 9 2'-6 1/2' X 2'-6 1/2" 2'-6' X 2'-6' VICON NEW CONSTRUCTION SERIES BY HARVEY,COLOR:WHITE,LOW E ARGON GLAZING,TWO (2)LITE GRID JOB NO. 2009-04-I8 CONSTRUCTION DRAWING O DOUBLE-HUNG 8 2'-II 1/2' X 5'-5 1/2' 2'-II' X 5'-5" VICON DH SERIES 2000 BY HARVEY,COLOR:WHITE,LOW E ARGON GLAZING,TWO(2)OVER TWO(2)LITE GRID NRST FLOOR WALL FRAWNG ^ L2 (2)DOUBLE-HUNG 4 5'-9 1/4' X 5'-5 1/2' 5'-8 3/4' X 51-5' vi ON OH SERIES 2000 BY HARVEY,COLOR:WHITE,LOW E ARGON GLAZING.TWO (2)OVER TWO(2)LITE GRID PLAN, : 4 LS,WINDOW SCM. L3 (3)DOUBLE-HUNG 2 e'-1 1/4" X 5'-5 I/2° 8'-6 1/2' X 5'-5' VICON DH SERIES 2000 BY HARVEY.COLOR:WHITE,LOW E ARGON GLAZING,TWO(2)OVER TWO(2)LITE GRID U 9 IT 9@ 1p 1 l?© nl�" E SIT SHEET: 4 NZ (2)DOUBLE-HUNG 2 5'-9 1/4' X 3•-5 1/2- 5'-e 3/4" X 3•-5' VICON DH SERIES 2000 BY HARVEY,COLOR:WHITE,LOW E ARGON GLAZING - TEMPERED,TWO(2)OVER TWO(2) LITE GRID WIN) A 3 PROJECT NO.: 2009-04-18 DATE: 08/23/2010 OF 34 SHEETS ilia Eocufmftwt++r wnlobr aie,meibn Peoralu,y Ie 1p9PLCM ARCHIIECNRE.LnY ENrbwrr v ur of Ni�d41ECNxE may Wm-�w�oUan al r Oawmwl 6 nPawiY P^�®ilrtl emrpl u roRB.1CN I-1 m oq,u n nil p. ,LW+✓{ M) w r I=-— ow wn-,rbnr.CWl(tpCTOR9 w a 0 4 wrluw of wr wbwu Own v,v Clmu,+ws a. q Nrw 4,»Nµ r U � 0 WL D o 2 X L EXTERIOR WALL T/%'OSB SHEATHING T/U'OSB SHEATHING WINDOW TYPES x = 2 x 4 BACKER 3CALE:I/2• r-O' U L Q u 90UD 2%L FIRE BLOCKWG GGm// NOTE:AYL HARVEY WAITS ARE THE NEW CONSTRUCTION SERIES i O A` r:(� >Q 2%[WINDOWiiXT.4.0. 2 X L BLOCKING TO BOLID 2 X L FIRE STUDS RECEIVE TRIM NAILS U R BLOCKING ttJ— 0 \ 0 0.K m VERTICAL METAL TRACK ]X 4 BACKER VERTICAL METAL TRACK / \ 0 2X LWALL 2 X 4 WALL 2XL WALL 2 X[WALL \ / b \ / N TWO f2)LAYERS Y DENSGLA99 AETAL CLIP TWO(2)LAYERS r DENSGLA5S ANAl GLE CUP ULTRA(TWO HOUR RATING) NGLE ULTRA ITWO HOUR RATING) IF rr r rr r O B2 Qc [Vr 1' 6Vr 6 V2' 1' 6Vr NOTE:FOR PUNT ROUGHEOPENINGS,FRAMED SIZES.GOLAEING.oAR15 COLOR FT LEVEL WALL FRAMING PLANS) I HEREBY CERTIFY THAT THIS PLAN AND ANY ig FRAMING DETAIL �� FRAMING DETAIL i� FRAMING DETAIL RELATED DOCUMENTS SYR"°„°" WERE PREPARED BY ME OR SCALE:1 1/7-1'-O A-3 SCALE,1 1/2'-1'-O• A-3. SCALE:11/2•-1'-O' UNDER DERVMY DIRECT THAT i AMA DULY REGISTERED s yr 4• c yr c yr r syr ARCHITECT UNDER THE I1•-- {I LAWS OF THE COMMONWEALTH I r r r I I r r r \ CERTIFIED BY MY HAND OF MASSACHUSETTS AS AND SEAL. 14)2 x 12 BUILT-UP— MA. SEAL 9085: META CLIP TWO(2)LAYERS I'DENSGLA55 HETAL CLIP TWO f2)LAYERS r OENSGLA5S PORCH BEAR ANGLE ULTRA ITWO HOUR RATING) ANGLE ULTRA(TWO HOUR RATING) IADOVEI 2 X[WALL 2 X L WALL 2 X 4 WALL 2 X L WALL O O SOLID 2 X L FIRE BLOCKING SOLID 2 X L FIRE BLOCKIN (4)2 X L BUILT-UP INC TER E FULL PORCH BEAM BEARING OBE PULL 5 1/2.OVER COLUMN(TYPICAL) T/IL'05B SHEATHING 111U'05B SNEATNING �q FRAMING DETAIL is FRAMING DETAIL18 FRAMING DETAIL A-3.1 SCALE:11/7-1-0- A-3• SCALE,11/2•-I' A-3 SCALE:1 1/2'-P-O• 2 w II Ca aco) E H _ W v' cni R ' cnLIJ 2'•H•STUD - - - - - - - - - W Q ^S. TWO LAYERS DPANELO O L3 ULTRAA SHAFT WALL PANELSS 0 O (3)2 X[CAP PLATE IS)2 X L CAP PLATE 13)2 X 4 CAP PLATE (2)2 X L CAP PLATE c2 < 9 wx A 3 u 2 X 4 BEARING WALL 2 X L BEARING WALL U U eH _ (BEYOND) a b B B Gi• b h F a 4 w t rc $ °D NO. REVISIONS K.D.3 X L OVER ^ro ����/� --- -- - P.T.2 X L PLATE P.T.2 X 4 PLATE SILL 2.I OVER 'RE J. V,9,Q� �ok J DRAWN CHECKED: O0. 9 5 F•- R.J.V. R.J.V. BOSO , T. MA JL4' DATE: 08/23/2010 SCALE: AS NOTED ws- FRAMING WALL SECTION wS-2 FRAMING WALL SECTION wS-3 FRAMING WALL SECTION SSP 08 NO.: 2009-04-18 A 3.� SCALE,1/7-r-o• A Q-' SCALE:Vr-r-O' A Q-� SCALE:Vr-r-O' FRAMING CONSTRUCTION DRAWING WALL •7 )'{7 /•l•! SECTIONS,WINDOW TYPES 0®QM©D POQ 1p 12N04 SHEET: 5 1201D GOq©4G3MQ400q A-3. 1 PROJECT NO.: 2009-04-18 DATE: 08/23/2010 OF 34 SHEETS )M.eeumwe ew.)av ORILCNR �RUf rtC1UREE uy olnsria a,.x�WN 9Yticcw,•ml°xls�p.WY M^RDIINYmap)m�WRO�pp rel m ' A B C D E F R-,!/,' 1801 1 1 1802 I I803 Q o w x � 1 1 1 U m U 2'-0' > F7 r R.O. � Y_p• - 3 Vr ;1/r L2 L•-r ro yr b o O O •m O 3'-I UT I-4 I HEREBY CERTIFY THAT LZ THIS PLAN AND ANY I RELATED CONSTRUCT ON f DOCUMENTS WERE O IPREPARED BY ME OR UNDER DIRECT SUPERVISISI ON AND THAT r PRAHRIG GAP AT I AMA DULY REGISTERED UNIT SEPERATION ARCHITECT UNDER THE WALLS 19 REQUIRED Q d LAWS OF 1HE COMMONWEALTH OF MASSACHUSETTS AS S d 3•-r CERTIFIED 8Y MY HAND AND SEAL. V2' r-1 zro yr r-a yra ----- MA.SEAL 9085: ry r n I (L7 I • n r -- 1 ,%L SPP STRUCTURAL _ I POST 1HINIHUH) 1 - -- __ !'-3 V2' --I-_ W -_------- PBOI:12)1 3/4'X II 1/8• I I Q VERSA-LAM 2.0 3100 SP 5F K b ]• ,yr r]vr a = 13)2 X D'9 W/(2)—aI I F;•_]�• N j b _- -J G /� �j,� �O ,3/,'hBOVEYWO.PLATE$ I R.O. -- -, I..d � z R.O. GANG 3TU03 ,-1 a o I-- -J ✓ U +I. T O.R. 3. I ___ i I W � �'•� F v 1 n n 1 syr ' Y > SSo r- COLUMNFORFOR PO CHL BEAM SUPPORT I !•R.OY I'-111/LL' { ' .'t, 1 r-1 u A o 3 FRAMED— ry1+py — _ _ _ _ _ _ _ _ _ _ _ _ _ — _ — O M.+ M z BOX COLUMN ITYP, _ _ }-_------ e n f7- �IIF Q W (1)2 X tl BUILT-UP BEAM J 2 X L GANG STUD O I O R ' r•l x 1 OVER BOX COLUMNS COLUMN POR PORCH 1-- F+•, r-n yr rw BEAM SUPPORTMl y� O� Z H v-!yr 'Wro 1 I 3v2 --- - ju T s (D 2.1 LS NO. REVISIONS A B C D E P A-9 A-9 -10 -II -@ -13 wRED A9Cy�T BSc, ( J. VpR9,q�, FC'l1 REP. E185I EL0019WALL F A I - UNIT5 180 802. 1803 085 DRAWN: CHECKED: NORTN SCALE:I„-.Y_p• B TON �YI,�/ R.J.V. R.J.V. ss. � DATE 06/23/2010 SCALE: AS NOTED JOB N0. : 2009-09-18 CONSTRUCTION DRAWING UNITS 1801- 1803 WALL nn ('''') [2[@ FRAMING PLAN,DETAILS Uflfld©D pggi pg[2[@UQ SHEET. 6 pqD QOgfl4QN1Q4�Oq A-3.2 PROJECT NO.: 2009-04-18 DATE: 08/23/2010 10 OF 34 SHEETS b�gmpne�vY ro VOR9ebi eRWRCTW[..ny GWove or r.el [��LI�]` G H ��� w�'`°'w.���`•aau�M.er<,.eaw�..ad,.oaum�e s ✓ - s -H -IS eerxw or r Nuee.nem In.emm.sM.mw e.ewo,.:e<I ew.ea mo-mrN e.1pR a_ O I..N N 0p ISo9 1805 1801. F" u —rt a r-a sa yr >A �4 oD Q N n M N 3�j oOp ° LLa"i m O eD { { 0 0 I h ' D'-]VT r b, ¢ T FB03� 13/,•31 N' r-, VERSA-L-L AM Y.O 3100 9P R.O. © ITHIS H HEREBY CERTIFY THAT AL1GN WALL W/SLAB DROP d RELATED CONSTRUCTION Y_.1, 4 X i SPP STRUCTURAL DOCUMENTS WERE $rc Posr mwmun> PREPARED BY ME OR ]'FRAnING GAP AT R'0' VT UNDER MY DIRECT UNIT REPERATION r-e VT Y-e yr SUPERVISION AND THAT WALLS 15 REQUIRED '( R�O. 1 AM A DULY REGISTERED ARCHITECT UNDER THE r-1o• ___ �K �j, LAWS IT THE COMMONWEALTH - .::.. ..,,..,,:_.> ...'... ...-. _ ... '.' OF MASSACHUSETTS AS _ _ wET WALLCERTIFIED BY MY HAND BEARING WALL AND SEAL. POST tgtnWnSTRUCTURAL ———— z•-e vY ____ _ MA.SEAL 9085: b C O T PBOL VERSA-LAM O 4 rc An r.0 3100 SP R.O. ne r 4 " l V7y-2S'-]VT I 1 5-1 VY 3. —�4 P-0. 1 I R.O. con Q 10-e• ] D'-]' 3'-e I/Y 5'-e yr ,VY 3VT O O I I W ¢ V R.o. e'-i D/r r-s yr 1 --i 1 5VY 3VY W ---------� - - - - - - --1 F---- yp - - - — - - — � — - - - — a _I O —! L F n R I ^^ O D? — 1-5 VY LL 3'a VY 31/T r 7 DD IN 1 �. o Te I i U 1 � � -- O F O O G H 1141 3•-e VY -N -I>; �S EREO AR�y/T N0. REVISIONS REP. FIRSI FLOOR T 1805, 1806y NORTH SCALE:1/4'•1'-0' ys O. BO M S. DRAWNCHECKED �lT� {L�SA R.J.V. R.J.V. CF DATE: 08/33/2010 SCALE: A5 NOTED JOB NO. : 2009-04-18 CONSTRUCTION DRAWING UNITS 1804- 1806 WALL 0. FRAMING PLAN. DETAILS ©CJ 1..1©� P�r�i p©fn G1104 SHEET: 7 G1aD GOq©QGiM6400a A-3 .3 PROJECT NO.: 2009-04-18 DATE: 08/23/2010 OF 34 SHEETS L9Mi[CR0.T me Iw+!v9m H..1 ,rvaana b vr,, Y PCNW.1ae vvnva we OReBMw ,r���vt////, ar) 4 nvtrnee or anv wratanv Owv ane ae..mNene me ermNme vnv.n ev 1 ae ery�aIIA�Ci045 � ^ n L,FLt V[PoFY,me 5v rvymave.Im cl an+nNa,v of 1.m PrePca aro�er Ic.mw • r T 4111, M 4'- UNIT UNIT ISOI UNIT WO1 UNIT WI UNIT 4)02 UNIT 4103 UNIT R04 UNIT SOS UNIT WOL UNIT IDOL UNIT WOL U U v GIRDER TNU95 DOUBLE TRUSS U , I-JOIST BLOCKING MQry� y a,LW- M GIRDER TRUSS W u O DOUBLE TRUSS I ,y O CJ F� 21 0 L O A-9 b BELOW WALL > 3 b BEARING WALL BELOW DOUBLE TRUSS 803:12)1 3/T X R. =O VERSA-LAM 2.0 3100 5P I HEREBY CERTIFY THAT HISP— O _ VER9A�lAn ZO 3100 SP q RELATED CONSTRUCTION A n ; _ -- DOCUMENTS WERE PBO1,12> 1/r3/4'X 11 l/ PREPARED BY ME OR IV IV VERSA-LAN 20 3100 SP _- 11 UNDER MY DIRECT b y ; DOUBLE TRUSS SUPERVISION AND THAT 4 j DOUBLE TRU99 ARCHITECTUNDERTHE ED D i __ __ LAWS OF THE COMMONIVEALiH 0 OF CERTIFIED BY MY HAND MASSACHUSETTS AS ANO SEAL. EEE MA.SEAL 9085: 19 DOUBLE TRUSS A-9 DOUBLE TRU99 j 11-41 IT —DOUBLE TRUSS _ J 20 -GIRpER TRU99 DOUBLE 7RU55 GIRDER TRUSS o2 DOUBLE TRU55 DOABLE TRU55 GIRDER TRUSS 21 GIRDER TRUSS Y+4 x z ).F SECOND FLOOR FRAMING PLAN Q a SCALE:1/0'-1'-0' I vj Ga rA 9 > � BQ V� 0MA� FLOOR Taus" SPECIFICAMN& �V�S�E�EO oRCy I.ALL FLOOR TRUSSES ARE TO BE ENGINEERED FOR THE SPANS AND SPACING SHOWN ON THESE DRAWINGS. QOO� 9e fL W W ^ TRU99 DEPTH IS 14'AND TRUSS SPACING 19 TO BE 24'O.C.UKLE55 OTHERWISE NOTED. R.ALL LUMBER SHALL BEAR THE STAMP OF THE APPROVING GRADING AGENCY, 3.TRU55 FABRICATION LUMBER SHALL BE AS FOLLOWS:TOP CHORD-2 X 4 SPP Na 2.BOTTOM CHORD-2 X 4 SPF NSOF L6E'EXCEPT'B2:2 X 4 SPF No.3. rn WEBS-2 X 4 SPF STUD. 0. 85 FL8'5 O � O v 4.FASTEN ALL TRUSSES SECURELY TO ALL SUPPORTS. BOJ IN• W O Z O 5.ATTACH 2 X L RIBBON BLOCK TO TRUSS WITH 3-IOd NAILS APPLIED TO PLAT FACE. t— f^ IL RECOMMEND 2 X L STRONGDACKS.ON EDGE.SPACEO AT N)-o•O.C.AND rASTENED TO EACH TRU99 W/3-IOd NAILS. OA M 9TRONGBACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. 1.ALL CONSTRUCTION SHALL COMPLY WITH NATIONAL DESIGN SPECIFICATIONS.AND THE MASSACHUSETTS STATE BUILDING CODE,160 CHR SEVENTH ADDITION. B.UNBALANCED FLOOR LIVE LOADS ARE TO DE CONSIDERED FOR THIS DESIGN. OF ! 2%L RIBBON r r FLOOR TRUSS O 1 X b SOLID BLOCKING Q. !21 FLOOR TRU55 TYPE I SHAFT WALL 1 X 4 RIBBON NO. REVISIONS TRUSSh. FLOOR rLooR TRu59 FLOOR TRUSS TYPE 1 2 X 4 RIBBON 18)2 X 12 BEAM SPANNING FROM 14)2%12 DDAM SPANNING PROM 2 X L BEARING 2%L WALL TO BOX COLUMN 2 X L WALL TO BOX COLUMN WALL BELOW SHAFT WALL F-7— I '/m 1 1 1 2 X 6 SOLID B,C.K1NG T DRAWNCHECKED: R.J.V. R.J.V. t9 FRAMING DETAIL Zp FRAMING DETAIL 2i FRAMING DETAIL 22 FRAMING DETAIL DATE: 08/23/2010 SCALE,14/2'-r-O• A.4 SCALE.1112--I'-0a A-�f SCALE:1 1/2•-r-O' A.4 SCALE,1 1/2•-r-0' SCALE AS NOTED JOB NO. : 2009-09-I8 CONSTRUCTION DRAWING SECOND FLOOR FRAMMG PLAN, FRAMING DETAILS �Q©LJ©� P��n P©f3" G1L U4 SHEET: 8 G1G7D COGY1©4GiNJG4O0G7 A_4 PROJECT NO.: 2009-04-18 DATE: 08/23/2010 OF 34 SHEETS wmolan n,ePal>r le WF6AC6.6c,rtcnwL r:r aaea...o•�.or ."x�«'�rt`c(vac"`�`im'".ice w,"••`n�niq o���`a•w•..ar ww,mllm..wl�waeral � n n Y .env,e or onr.°anon.amn u..�a,a:n.an.ono caro eN`.n�>r ..o o-o,aR,. s `� v O m LW 9 a p 2'-1 V6' 2Y-r 20'-0' �• Ir-1 1/S r IT-,3/r 4H, V UNIT 9001 TRUSS TYPE 1 SPAN UNIT W02 TRUSS TYPE I SPAN UNIT WOE TRUSS TYPE I SPAN µy Z = 4 U e U� ,•-Y 16 N UNIT 1601 TRUSS TYPE]SPAN 2 > x > >W s-s yr r-r Uv F n UNIT W02 TRUSS TYPE 2 SPAN STAIR OPENING < ut C 5 M N m m !F�4 O V UNIT 1603 TRUSS TYPE 2 SPAN STAIR OPENING O fi O 3 O N 2L 25 2 X CRIPPLE STUD WALL FABRICATED HATCHH TOP OF 23/32'ADVANTNTECH'FLOORING 1.2 I HEREBY CERTIFY THAT THISLA AN A 13)GIRDER TRUSS CANTLLEVER R ELATED CON STR CTION DOCUMENTS WERE ANGLE PREPARED BY ME OR BRACKET UNDER MY DIRECT SU77 PERVISION AND THAT 23 F i I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH OF MASSACHUSETTS AS _ CERTIFIEDBY MY HAND IF AND SEAL. o TOP nouNT I-.wIST MA. SEAL 9085: H171, ANGERS m V L Q a 99 I 13)GRDER TRUSS K J FSOI BELOW p p b' o Uj m m ER TRUSS 2X L CRIPPLE STUD INFILL WALL 3/32"ADVANTECH' FLOORING 2 u� Q J JJ ABRICATED TO MATCHFL OOP OF FL � 131 GIRDS TRU9 m m � s IF G a (3)GIRDER TRUSS I O r + 2 X L RIBBON BLOCK ITYPICAL) D BUILT-11P PORCH BEAUrFq w u — Q O z , 131 GIRDER TRUSS 0 I 52 3 ¢ um 19 � w A q Q w �Fz o 20 A-i U E Z X a BLOCKING BETWEEN 2 X I.BLOCKING BETWEEN QI TOP CHORD OF TRUSSES TOP CHORD OF TRUSSES FLOOR TRUSS TYPE 3 NO. REVISIONS REF. SECOND FLOOR FRAMING PLAN - UNITS 1801, 1802. 1803 VY PLYWD. 1/2'PLYWD. NORTH SCALE:I/I'•P-O' �\ IREp ' DRAWN: CHECKED DOUBLE SUPPORT TRU99 STAR OPENUiG FLOOR TRUSS TYPE 2 N R.J.V. R.J.V. OFF CONCRETE SLAB ALI FRAneo Q`QO�L�`, V^/� DATE OB/23/20I0 C SCALE: AS NOTED O 5 1-- JOB NO. : 2009-04-I8 ..r BO Q Ly CONSTRUCTION DRAWING 23 FRAMING DETAIL 24 FRAMING DETAIL y M UNRS 1801-IB03 SECOND FLOOR t _ FRAMING PLAN,DETAILS 7 —4, SCALE,11/2' I'-O' ©DO SHEET: 94 4 D (n 12 1p©52 � D MGM) A-4. 1 PROJECT NO.: 2009-04-18 DATE: 08/23/2010 OF 34 SHEETS voxe.,cw Newlrecwac..r a�lw.,e w....1 U Go r r r U o Uz 13/1'X N'LVL HEADER Ri E/N• 5OLI1 MFILL My W O BLOCKING hal N h / h n CANTILEVER yay a`y' m 3 O wW/ 0 w w 77 O5 a 0 O 0 4 � (3) GIRDER TRUSS 13/1'X H'LV4 HEADER NGLE BRACKET I-JOIST HANGERS SOLID INFLLL BLOCKING I HEREBY CERTIFY THAT THIS PLAN AND ANY RELATED CONSTRUCTION FB03 BELOW DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED _ ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH OF MASSACHUSETTS AS CERTIFIED BY MY HAND (3)GI -R- RU55 j AND SEAL. >? MA. SEAL 9085: 3 FBOI BELOW f3)GI yP TRUSS m F 771 a a 4 z 1 X i CRIPPLE STUD INFLLL WALL FABRICATED TO HATCH TOP OF m 33/33'ADVANTECH'FLOORING (3) GIRDER TRUSS 1LL (DC7 F 4 ^ W a (3)GIRDER TRUSS III na- z rPZ X G RIBBON BLOCK (TYPICAL) C1C1 d 4 1 o L F/j K7 t 1 rra s F:4004 1111, SOI Ll LID BLOCKING 0 O W Q r\ (3)GIRDER TRU55 O co, zREF. SECOND FLOOR FRAMING PLAN - UNITS 1804, 1805, 1801. 3 _ NORiH SCALE:1/4'•F-O' L w T Y Z V 00 DOUBLE 1-JOIST ` REO AR I X H•045 Q RIM BOARD CUT LENGTH ]PLY FLOOR TRUSS C7 9 5 N N0. REVISIONS I-JOIDT GENERAL NOTES t SPECIFICATIONS: BOST W MAS �h I.SEE SUPPLEMENTAL TRUSS DESIGN PACKAGE BY MTrk INDUSTRIES.UIC.FOR SDS SCREW (• SPACING. V I S/1'X H•LVL 3.MINIMUM END DISTANCE OF 1'IN ALL MEMBERS. ,�// HEADER ®OC NIG 1 1/G•X{I1�'OSD ^[� l -! �5 Z X 4 INTERIOR 11'AJS 76 I-JgST9 N'O.C. RIM BOARD S.GAP DETWEEN TRUSS PLY'S SHALL NOT EXCEED VD'. F a {oaf f" UNIT WALL 4.SCREW HEADS TO DE ON LOADED FACE. i. E DRILL ANY SCREW THAT GOES THROUGH A PLATE. L.SCPRREWS SHALL NOT 5E INSTALLED IN AREAS WHERE LUMBER WANE EXCEEDS 1/T'. DRAWN CHECKED 1.CONCENTRATED 40ADS TO DE APPLIED AT TRUSS PANEL POINT WITH VERTICAL WE5. 2L CANTILEVER FRAMING DETAIL R.J,V. R.J.V. TOP MOUNT I-JOIST I/1 X 4 SDS SCREW S.SCREW LOCATIONS MAY BE ADJUSTED UP TO S'TO AVOID OTHER HARDWARE OR LUMBER DEFECTS. ]%4 BEARING WALL FIR-1213, HANGER BT'SIMP9pN• -�� OFF CONCRETE SLAB 1.SHEATHING SHALL BE MECHANICALLY ATTACHED TO EACH TRUSS TOP CHORD WITH FASTENERS AT D•O.C.MAXIMUM. SCALE,I VY 1'-O' DATE 09/23/2010 b V1' 10.MAXIMUM PNE(i)VERTICAL WEDS FOR CONCENTRATED LOAD PLY TO PLY TRANSFERS. JI3/r SCALE AS NOTED JOB N0. : 2009-04-18 CONSTRUCTION DRAWING UNITS 1804-1886 SECOND ROOK Z5 CANTILEVER FRAMING DETAIL SHEET: EET:MIN 110 DETAILS �©©HDD POG3 [P©G3Gi104 WMID QO[;1Q4GiMQ4UOG7 A-4.2 PROJECT NO.: 2009-04-18 DATE: 08/23/2010 OF 34 SHEETS d AR�iEC1uBE r,vy o1Nr✓.v�ogp 1wIUnB. �� N everpYy valWBtl ncpl o.VCYetCN -106'r HO U N Ir-I Vu• 21-1 2a-0• +• M-1 vP T 17-1 V1' r2r-3 SAW 1 W-r 2a-a 2r-1 Vr a'-I Vr U zo U 1801 1801 1801 1802 1803 1804 1805 1806 180L 1806 0.! t 4 U a S,_L.E @_L. v-o s/e. 4 T-@ E 4 £ L•-D yr Y1Q1' z O Q r 3' F T P � � P-P 4 D'-t' xy �• �(1] I 7 DL ra BS' r ' ^7 0(j O O u C O —L PITCH SHED ROOF FRAMED C W/I X WE•IL'O.C. ME b n _ ___ ______-_____ I THAT _ Q Q ---- -' THISREBY PLANCAND FANY RELATED CONSTRUCTION -- DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT P -----_-_-_-_-_-_-_---_-_-_ — SUPERVISION AND THAT AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH 1OF MASSACHUSETTS AS CERANDTIFSEAIEDL.BY MY HAND fl f r=EE El MA. SEAL 9085: ! I I /PI2 X IISiOLLR.0 FRAMED IT L PITCH SHED ROOF FRAMED W/2XWE•M'O.C. jl' it I �' I n c n n n /,��'� /'`� � I i T-B S/P +'-3• q-+VT @-9 VT t'-3 VY r-s yr @-+yr q-a r-a I T-1 S/1• I I c n 4 4 4 4 4 i i r-s vx• s•-a Sa• I I �5'-P Ir-1 VZ' 4 4 � F - 6'-Y q-3' a•S L'-a' %� CIO 39'-a VIL• ]0'-T M-11/P 3T4 V4• _ 2a-0' 20'-1• D3'-Ir U 0. � Q � I W J Q > ¢ C7 3 REF. SECOND FLOOR WALL / LOW ROOF FRAMING PLAN 1019 o NORTH SCALE, WF-1 4 Q 91 z o w F Tn U ti O a, NO. REVISIONS e 0. 85 cn DRAWN: CHECKED: BOJ ON. R.J.V. R.J.V. O/rj � ccY� DATE: 08/23/2010 /�� �� V1`•'�p�v SCALE: AS NOTED SECOND FLOOR WINDOW SCHEDULE ` JOB NO. : 2009-09-I8 CONSTRUCTION DRAWING MARK TYPE COUNT R.O.SIZE UNIT DIMENSION REMARKS SECOND FLOOR WALL FRAWNG O AWNING 5 2'-4 1/2'X 2-6 1/2' 2'-6' X 2'-6' VICON NEW CONSTRUCTION SERIES BY HARVEY,COLOR:WHITE,LOW E ARGON GLAZING.TWO (2)LITE GRID n�11�� ('� PLAN.FRAMING DETAILS 2 O DOUBLE-HUNG 1 2'-11 1/2'X 5'-1 1/2' 2'-11" X 5'-1' VICON DH 5ERIE5 2000 BY HARVEY.COLOR: WHITE,LOW E ARGON GLAZING.TWO(2)OVER TWO(2)LITE GRID ©©L1©D GPO Q P©G3[@ O 4 SHEET: 11 n2 (2)DOUBLE-HUNG G 5'-9 1/4" X 5•-I 1/2' S'-a 3/9" X 5-I' VICON DH SERIE5 2000 BY HARVEY,COLOR: WHITE.LOW E ARGON GLAZING.TWO(2)OVER TWO 12)LITE GRID W RI D Q O GI D 4 Gi NJ Q 4 O GI A-5 PROJECT NO.: 2009-04-18 DATE: 08/23/2010 OF 34 SHEETS