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0080 POINT OF PINES AVENUE
,s� +,. y is !; yy.53' y.c`q! ys i -.d: 2 t .Y`n q 1.. ,y y �• I;s a � ay'r2z' X .Ss+;`�` a t *'�' rllr �` •, r - . °�4,-, p�'1 `�.•,,.{.��yy ,!uy: ,.�i} ,r ,�y:�" Sr � � �L '�� 4- - - 'N :r-'cW' ��, .i","°' -'e.4: • �y:.''y h;'s14 :F ,.1, � f .. '.3,.: - 1 ,.:, . y'f.1 E'' kFy {,eg - yM, `,a. n a7 "' r .: �; 1iI Cn,r,�y r �,,x 33,, . .:� *n.r,. h+� c<• iv h -�-. ;Kx - ,K•s _ .., .y't '&yy.w. a'.�,. u: ,�: 'Y,,' ,•,i . �s: S„:, f ."�' - ..,.,s.-,, .,., t ?.... ,.r..... ,. ,_ a. .�e... •... a �� 4 n r .�_,' s .,,f,. �&�'` r �y.,., r n� ye }µ7{} 'L. c, e .rr£'', sJ, .`�,"� vh ar .►,Y i yr '1' r r, u 'd F,' � a rd'Y :ry yn .� re .`�'..y,- '1 -'r - v�..::7;Y ,,1' 'R w. ;.. A w.. l s e s, yj.�r iA j.,r ,,. t+ , . " � 5 .F Via"" Ap.,. ><...�4 q.y. '.1 "�:t _ v.,. '� .�...:�. `� ".1 ue �:e.Nr;d-„ �'" k :a +1 ..� ��.i> .:;¢. V..V'a.: . k 4... i'r. y,y twy:}..ktl!`LJ _1J,�(.. -r 1 �,4 c9-.f�,t 'i_yR 1S r " Kt, !ws tat :� w'y �h "^ r o r ? , � o „+ i' , :�,., • i :, 6 .. < -' r t v_ . f Y; a ;a Z �"i `{ b' E t tt.' t C i Y !t, f;. 4h 1. 1 �,:y , ,f 7 �„ ' S , X `��rl t i � Y k 1 di .u, J .! 5 Si t °, S ''k ( �t'v r h p x G ;l - c 'f.I f ., 1 [ :. �., '. „ , e t w .1 ,.,I,":'.-,',I,1I'I-"��,��"�.',',I.'1�.�I",,LI I'�:,'I''�"1 1�-:,4:��I�.��.", II zI o . -: e :. - — II- r o 1 .. _ :: c, _ ` ' _ - _—— ASSESSORS REF.: / 0 Map 210, Parcel 107003 V� OVERLAY DISTRICT.- AP — Aquifer Protection District �0� FLOOD ZONE: / FEMA Flood Zone "�r As Per FIRM Panel #250001 0005 C Zone B & C (see plan) rev August19, 1985 Community Panel No. #250001 0005 C August 19, 1985 Qj J � ZONE: RD-1 (RPOD) / Former Shed "a. a�1°0 " Area (min.) 87,120 SF / Location vas �j FrontO e (min) 20' Width min) 125' Setbacks: / Fron t 30' Side. 10' Edge of Lake 50.1' Rear 10' 131JULIII E1=34.1' 80 L& fe Rd Fn �z 76.8' a 5 s9� .I' m 10, 45.0' New Concrete �ti� ��� e� 9��� i . 04 O FoundationAI z�N Parcel Area o 59,992f Upland , AC P F� 3.782f Wetland �GJ US W 63,774±SF to Lake o N , �o\. �'HEV3 UX 312 O� O 5 Q I certify that the foundation shown hereon conforms to Q�Oc the setback requirements of \4goo° �°1 the Zoning Bylaws of the 1 1 F6�6 town of Barnstable. J0. Cog Nail Fnd PLOT PLAN At 80 Point.QfPines Avenue_ 3 BARNSTABLE - '4(cehIervil1e) NOTES: MASS, DATE: 261JUN113 SCALE. 1'�50' 1.) The structures shown were located on the ground 0 25 50 75 100 FEET by conventional survey methods on (or between) 12/JUL/11 and 25/JUN/13. PREPARED FOR: Robert& Deborah Armitage 2.) The property line information shown hereon was 320 Seaview Ct, Unit 18T1 compiled from available record information. Marco Island FL 34145 3.) This plan is not for recording and is not to be PREPARED BY: CapeSurv used for construction layout or deed description purposes. 7 Parker Road Osterville MA 02655 DWG #: C348_8gl cpp1 FIELD BY. WHK/JVBJ (508) 420-3994 / 420-3995fox b OWZ .xt ✓'i SIAIG Z :Z �{J L Z Hilt101 319visuM 10 Nmol ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2- j D Parcel •07d�' �lld 3 `application # d Health Division Date Issued Conservation Division .5�3 �9 r��Y Application Fee Planning Dept. 179*-*uft;4 1 i cN Cd^""L5. - N6 Permit Fee o As R 2 S P33. — 17P*- 5NJW,v1 40 a4-la•I3. . Date Definitive Plan Approved by Planning Board k �2a� aPsx� P Historic - OKH _ Preservation/ Hyannis Project Street Address 8 _?aiAr O"F i✓ES A tAe— - 4 4 7 Village Cepr�a Owner 1 o&r-CA- + Pei2.ta, . A. dr 17�Address.:VZS' ZbG4eJ'(2l4 Cyclt_ T/Idis o05 Telephone `�Oa O 1 Zoz. Permit Request � -3 /MoA 7 1�l Lta,i&c GJrR oCtrae-leJ3 Car Square feet: 1 st floor: existing proposed 3r$SS 2nd floor: existing-proposed Z47L—Total new 5 Zoning District Flood Plain -6 (_ Groundwater Overlay_ Project Valuation All Construction Type ax4e. i Lot Size 3 _ `7 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family,0 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ,J No On Old King's Highway: ❑Yes XNo Basement Type: �f Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft.) 2 $(!� Basement Unfinished Area (sq.ft) f Number of Baths: Full: existing new Jr' Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Flooroom Count, Heat Type and Fuel: Gas 0 Oil ❑ Electric ❑ Other " ( � Central Air: )d Yes ❑ No Fireplaces: Existing New Z- Existing woo'/coal stove: Ji tes j 'No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size Barn: existing ne v size_ Attached'garage: ❑ existing 14 new size _Shed: ❑ existing ❑ new size _ Other. , 9GY sg r Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes >kNo If yes, site plan review# Current Use Proposed Use �j lZe S APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name S 5,OCA a. S Telephone Number '� r Address 2-03 Odl-60 6ZNgeT License # C 5 (Z `2 y?S a&P,-t vA A- 026 ?S" Home Improvement Contractor# /6011 O Worker's Compensation #OA Z ool S 7cot Zo1 7- ALL CONSTRUCTION DEBRI SU TING FROM THIS PROJECT WILL BE TAKEN TO 72/)w_,p5W S ti SIGNATURE DATE U FOR OFFICIAL USE ONLY APPLICATION# i `rr DATE ISSUED MAP/PARCEL N0. r ADDRESS - " ~ VILLAGE` OWNER : R,9 DATE OF INSPECTION: t,,,} FOUNDATION vD F 6126�3 SR�L :4 _ °> - r` ' ri;, FRAME dre x r Iy yok , } e INSULATION , FIREPLACE -rMg w tDl7)! ELECTRICAL: ROUGH A' FINAL,_ PLUMBING: ROUGH ~' FINAL. _ GAS: ROUGH FINAL : : S:e FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Building Department - 200 Main Street 1Z, Hyannis, MA 02601 9� 16��. . (508) 862-4038 RFD MA't s . Certificate of Occupancy Application Number: 201302235 CO Number: = 20140110 Parcel ID: 210107003 CO Issue Date: 08113/14 Location: 80 POINT OF PINES AVENUE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: CAPE ASSOCIATES Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: I Building Department Signature Date Signed TOWN OF BARNSTABLE t B�,ilding NE 201302235 - I s.; -Date: 05/13/13 • e r m A �639i, t CAPE ASSOCIATES Permit Number: B 20131057 rEb • , µ Prq- � �DEVELOPABLE LANDExpiration- ..... "" s'` , . ;.d +'�` Date.• .11/10/13 _ rs s Locationd?INESA. ENUE Zoning District RD-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 21:0107003 ;;. Peiinit Fee$ 8,160.00 Contractor CAPE ASSOCIATES �y Village CENTERVI u <:, App Fee$ 100.00 License Num . 14985 t r. �qYiuVaion Cost$ 1-600,000 RemarksED PLANS MUST BE RETAINED ON JOB AND NEW 6 BEDROOM,7,BATH HOME-•W1TIIA�i"HED AR AG THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE.,WHERE A f' CERTIFICATE OF OCCUPANCY IS REQUIRED,-SUCH Owner on Record: ARMITAGE,ROBERT A$D8SaR H A ' '. BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL ddresy: �.. 320 SEAVIE;0ya i','d T 1 j `INSPECTION HAS BEEN MADE. `'t+ MA�ii!'fw4ND,-FL 34145 �t. '.. -?n❑ bYw::TL rmit.;�ssued By: r— • FEiIS PB CitM1 0�NVE�YS NO RIG OCCUPY AN S R '(l SIUeVJ'MX UR ANY PAR C 77 EREOF;EITFIER ORARII.Y O N L ENCROACIIMENTS ON PUBLIC PROPERTY,'NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,-MUST BE APPROVED.BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC.SEWERS MAY BE .. OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLESUBDMSION RESTRICTIONS. ' MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: l.FOUNDATION OR FOOTINGS. ` 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE.INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED, 4.WIRING&PLUMBING INSPECTION$TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL'MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQO17$ -FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNT147HE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK'IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH ONREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set,,forth in MGL c:142A). VISIBLE, BUILDING INSPECTION APPROVALS PLUMBING INSPECTION'APPROVALS ELECTRICAL INSPECTION APPROVALS a rea .� �y 2 ' 2 �dv'G�lr A t,A�'I U� 2 �r-� F zs-t tip v V4G 11 3 1Heating Inspection Approvals Engineering Dept II u its! 30 TO^P a a1 . Fire De t 2 �/�� -- ?/f•�/ Board of Health` - x �t"E' ti Town of Barnstable Building Department - 200 Main Street " , * Hyannis, MA 02601 9 MASS (508) 862-4038 s639. RFD�s Certificate of Occupancy Temporary Application 201302235 CO Number: 20140055 Parcel ID: 210107003 CO Issue Date: 06/06114 Location: 80 POINT OF PINES AVENUE Zoning Classification: RESIDENCE D-1 DISTRICT Owner: ARMITAGE, ROBERT A & DEBORAH A Proposed Use: DEVELOPABLE LAND 320 SEAVIEW CT., UNIT 1811 MARCO ISLAND, FL 34145 Village: CENTERVILLE Gen Contractor: CAPE ASSOCIATES Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: TEMP CO 30(THIRTY)DAYS TO EXPIRE 716114 1 12/04/14 Building Department Signature Date Signed Expiration Date J , TOWN OF BARNSTABLE. ildin B 1 302235 * _BARxe3AELE. +. I=due Date: OS/13/13 Permit 9P. CAPE ASSOCIATES ArF�X r a dL Permit Number: B 20131O57 _. `DEVELOPABLE LAND Expiration Date" 11/10/13 -:-' Locahon �80, K �f0",; P� 45 AVENUE Zoning District RD-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 2101070t3 Permit Fee$ .8,160.00 Contractor CAPE ASSOCIATES Village CENTER �Pp Fee$ 100.00 License Num . 14985 {tVu uhon Cost$ 1,600,000 Remarks Ap—PMO,VED PLANS MUST BE RETAINED ON JOB AND NEW 6 BEDROOM,•7 BATH HOMEW11Hj.$, ACHED ram,~iK CiARAG THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ARMITAGE,ROBERT A&D, 64" AAA BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL ` i;, dd 320 SEAVIEc'%;UNIT 1811 INSPECTION HAS BEEN MADE. Mj� EO:tvLAND,FL 34145 _13���ldmtrJ�PrII11tj§suedBy: THIS PBRMA CONVEYS NO RIGHT TO OCCUPY ANY S Ei"UK S[DeWA-rK. R ANY REOF,EITHER ORARILY OkftPWN L . ENCROACkAIENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,-MUST.BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS-OF ANY APPLICABLE SUBDMSION RESTRICTIONS. 5, MINIMUM OF FIVE CALL INSPECTION&REQUIRED FOR ALL CONSTRUCTION WORK: L FOUNDATION OR FO-OTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE.INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTION$TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQLIIREp FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED U.NTIL.THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. a PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set'forth,in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVAY S 2 .2 ,oLl -o� J / 4�5I/ Vl G r/ %ffl� AXw 3 !1 Heating Inspection Approvals Engineering Dept 8f5:--j 3 6I4Ily '�zb-cl,1111o", .3o T L'^P 0 a L Fire Dept 2 /�.�(J�!—S� ? /f' Board of Health /y PROJECT 5 , NAME: eX.0 ADDRESS: PERMIT# Z O PERMIT DATE: 11 3 13 M/P: to LARGE ROLLED PLANS ARE IN: BOX l � s SLOT . Data entered in MAPS program on: �� 3 BY: q/wpfiles/forms/archive F t BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 11 June 2013 MEMORANDUM TO: Wes Lohr Cape Associates FROM: Tom Swensson RE: Armitage Residence 80 Point of Pines Centerville, MA Wes, Attached are the revised drawings for the building permit. As requested by the Owner for budgetary purposes, we have reduced the size of the footprint from 4,490 square feet to 3,950 square feet. The garage and core of the house have essentially remained unchanged. The reduction comes from trimming the length of the kitchen and mudroom area and by eliminating the screened porch between the main part of the house and the master bedroom. Thank you for your patience in this matter. Sincerely, -11 Tom Swensson TwS/ak =OISIAI0 8h `£ Wid I iluE101 203 WILLOW STREET,SUITE A 319visma J0 fI 101 PH 508-362-8382 YARMOUTHPORT,MA 02675 WWW.CAPEARCHITECTS.COM FAX 508-362-2828 r REScheck Software Version 4.4.4 Compliance Certificate Project Title: Armitage Residence r Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: New Construction Orientation: Bldg.faces 135 deg.from North Conditioned Floor Area: 6,632 ft2 Glazing Area Percentage: 13% Heating Degree Days:. 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent Designer/Contractor: 80 Point of Pines Ave Thomas Swensson Centerville,MA BLFR Architects 203 Willow St Yarmouthport,MA 02675 (508)362-8382 steve@capearchitects.com • • Z, . •. Compliance: 0.0%Better Than Code Envelope Assemblies Ceiling 1:Flat Ceiling or Scissor Truss 4,120 40.0 0.0 119 Skylight 1:Metal Frame with Thermal Break:Single Pane 5 0.300 2 SHGC:0.23 Wall 1:Wood Frame,16"o.c. 1,350 35.0 . 0.0 53 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E r 143 0.280 40 SHGC:0.30 Orientation:Front Door 1:Solid 63 3.000. 189 Orientation:Front Wall 2:Wood Frame,16"o.c. 2,200 35.0 0.0 78 Orientation:Back cYY ii Window 2:Wood Frame:Double X e tl,L 310 0.280 87 SHGC:0.30 Orientation:Back _ e ` d Door 2:Glass 204 0.280 57 SHGC:0.26 r Orientation:Back 6 h :E i t �sC Wall 3:Wood Frame,16"o.c. 1,320 35.0 0.0 57 Orientation:Right side �ISVB svq JQ t Project Title: Armitage Residence Report date: 06/10/13 Data filename: C:\Documents and,Settings\Tom\Desktop\Armitage ResCheck ALT3.rck Page 1 of 8 F Window 3:Wood Frame:Double Pane with Low-E 85 0.280 24 SHGC:0.30 Orientation:Right side Wall 4:Wood Frame,16"o.c. 1,210 35.0 0.0 53 Orientation:Left side Window 4:Wood Frame:Double Pane with Low-E 65 0.280 18 SHGC:0.30 Orientation:Left side Floor 1:Slab-On-Grade:Unheated 270 10.0 258 Insulation depth:0.5' Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 1,675 50.0 0.0 35 Basement Wall 1:Solid Concrete or Masonry 690 25.0 0.0 29 Orientation:Front Wall height:9.0' Depth below grade:8.1' Insulation depth:8.8' Basement Wall 2:Solid Concrete or Masonry 420 25.0 0.0 22 Orientation:Back Wall height:9.0' Depth below grade:3.5' . Insulation depth:9.0' Basement Wall 3:Solid Concrete or Masonry 290 25.0 0.0 12 Orientation:Right side Wall height:9.0' Depth below grade:8.1' ` Insulation depth:8.8' Basement Wall 4:Solid Concrete or Masonry 200 25.0 0.0 8 Orientation:Left side Wall height:9.0' Depth below grade:8.1' Insulation depth:8.8' Furnace 1:Forced Hot Air 96 AFUE Air Conditioner 1:Electric Central Air 15.5 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. -"Wrl<� !90�%Q�A �2//O/r5' — Name-Titl � Sig ature Date J �C �-= NOIS AIa + L NMI, Project Title: Armitage Residence Report date: 06/10/13 Data filename: C:\Documents and Settings\Tom\Desktop\Armitage ResCheck ALT3.rck Page 2 of 8 DEMILEC(us,A)LLc. POLYURETHANE SYSTEMS iMANLAr,4CTURER August 7,2013 RE:Blazelok TBX DEMILEC (USA).L.LC6°has completed.NFPA 286 testing with BLAZELOK.TM TBX intumescent -coating, similar to a water based latex paint, over SEALECTION" 500, SEALECTION AgribalancO,DEMILEC APXTm and HEATLOK SOY®200 PLUS. The use of BLAZELOK TBX irb mescent coating over these spray foam products is approved as an - interior finish system in accordance with the a. C and IBC and omits the code's prescriptive thermal fin y barrier requirement. Application thicknesses and associated.coverage rates of BLAZELOK TBX over DEMILEC USA's spray foam products are identified in the table below. BLAZELOK TBX Application Details by Product Application Thickness Coverage Rate* r. SEALECTION Agribalance 23 mils wet 15 mils dry 83 W/gal SEALECTION SW 17 mils wet 11 mils dry 8S W/gal DEMILEC APX 17 mils wet 11 mils dry 8S ft2/gal HEATLOK SOY 200 PLUS 17 mils wet 11 mils dry 92 W/gal 'Coverage rates will he reduced on.roam with large undulation,-or rough surfaces. Sincerely, . Robert Naini Chief Operations Officer DEMILEC (USA)LLC°D � F � rNZI W. Enginccring Uopartnent �,Z(R 17)G30-4 L,d t ac6�, c r � tljoz ^_925 Galleritl.Arlington,Tcxus 76011 i CONSULTING STRUCTURAL ENGINEER, INC. 53 Knox Trail, Suite 201 978-461-6100 Acton, MA 01720 www.cse-ma.com February 19, 2014 Tom Swensson Brown Lindquist Fenuccio & Raber Architects, Inc. 203 Willow Street- Suite A Yarmouthport, MA 02675 tom(aD-capearchitects.com RE: Structural Field Report#2 Point of Pines Avenue, Centerville, MA Dear Tom, At this time, we can confirm that discrepancies noted during our previous observation were corrected under our direction and to our satisfaction prior to the date of this letter. The structural framing at the referenced project generally conforms to the structural drawings submitted at time of permit application as well as any changes or substitutions approved by this office. To the best of our knowledge and belief, the structural framing is complete and satisfies the relevant requirements of the International Residential Code (IRC), 2009 as amended by the Massachusetts State Building Code for 1&2 Family Dwellings, 8th ed. (MBSC). If you would like to discuss this project further or have any questions please feel free to contact the undersigned. Sincerely, Vj"OF BRIAN cy s, A. bvhd.SH —a STRUCMRk No.46077 Brian A. Walsh, P.E. Consulting Structural Engineer, Inc. ass/ONALF '` +r . ' HEATLO tE .1i'.tir+°`' ` SPRAY POLYURMAK FOAM 6.,g @ I Densitv 2-1 101" ■� aOY400 RNaftfe Company Name Cape Cod Insulation, Inc. Phone Number 508-775-1214 Applicator Name Chris Dumont Installation Date 2119-2/20/2014 Job Site Address 80 Point of Pines, Centerville Aide Lot#'s 2L160MP74 ' &Side Lot Ws 20130622 Permit Number •�C y �`",,. �%��'• .�r x ✓ 'W` I - i p r,. '.I�•v a, :1 �i •r� �8 ..,y y".p.Ny�°'x,a L'li; n.� .M'F, a ',.d.:^I,' '�1 ;p'•t: 3,+ 20 2300 Walls Attic 5.8" 39 150 none-all to be sheet rocked HEATLOK"W SDRAY POIYUNETNARE CAM So T=2 • tuber Company Name - Phone Nu Applicator Name Installation Date Job Site Address A-Side Lot WS Permit Number 6-Side Lot#'s , .w' �•w s•'•,;p;t i.�p Walls Attic sr�'Mp5�� W ; M.." I'v ! .. t,•', ()Agribalance® MIN �..aa;M: - �f Spray Foam Insulation Company Name Cape Cod Insulation, Inc En Phone Number 508-775-1214 Applicator Name Chris Dumont stallation Date 2/16-2/24/2014 Job Site Address 80 Point of Pines, Centerville A-Side Lot#'s 2L160MP74 Permit Number B-Side lot#'s 20130637 13111111 SEEM=E Walls 5.5 24 3790 Attic 8.5 38 4800 Garage cath(outslde envelo 7 30 290 p BlazelokTBX exposed attic foam 17 mils wet(in progress) Agri balance Density "' 0.8 Spray Foam Insulation Company Nam® Phone Number Applicator Name Installation Date sit Job Site Address A-Side Lot#'s Permit Number B-Side Lot#'s Walls Attic a of.HE►orti - Town of Barnstable BARNSTABLE. Regulatory Services 7 MASS. 0 Building Division prFO MAC A, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection E�LAJAL Location ) Ar- Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. //T'"h��e following items need correcting: FPE2GY C_F(7 i ZFzCA t C N)Z-SSa�,,J C., F2oY,- T) f C 7 T c PA't-3 _ 3 �-1 G C S TnkksT- IaF Comps-e E-b Please call: 508((��-�862-4038 for re-inspection. Inspected by O� Date `,) �� ` Affidavit of Substantial Financial.Interest it of vSDGt Q- S a-,46-, on oath depose and state asfollows: 1. 1 am an applicant for a building permit for the property located at Map Z 10, Parcel /617. ao The address of the property isLie- 1 1 have O % legal or equitable interest in the real property which is the subject of the.building permit application which is identified in paragraph 1 above.. 3. Within in the last twelve months from today's date, which is - —/0--03 the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is z)-/3 1 have had a 1% or greater legal or equitable interest in the following properties which have been , the subject of a building permit application: Map/Parcel. `. Address 5 Within this calendar year, I:have submitted lJ building permit applications.for. property in which I have a 1% or greater legal or equitable interest. CC Within the last ten days, i.have submitted ." building permit applications for property in which i have a.1% or greater legal or equitable interest. 7. Within this.month, I have submitted 0 building permit applications for property in . which I have a 1% legal or equitable.interest: ..8 Within this month, I have received building permits for property in which I have � o a 1 /o legal or equitable interest. 2dr3 :Signed under the pains and penalties of perju ;t is ©, y of p r► ' 200 2001-W50/affin Q/LOTTERY/AFFIDAVIT Plk 26817 PS 16r6 63857 11-01-2012 QUITCLAIM DEED BARNSTAELE3CDUESdTYTfEiEGISThY OfXDEEl3s Date: 11-01-2012 a 12:55am Ct1A: 855 DO,_Y: 63857 Fee. $IY675.90 Cons: $490,000.00 I, JACQUELYN I. CRONES, TRUSTEE of the THE JACQUELYN I. CRONES 1995 TRUST under a Declaration of Trust dated September 8, 1995, and recorded with the Barnstable County Registry of Deeds in Book 9855, Page 1, of 14990 Vista View Way, #105, Fort Myers, FL 33919-84957 For consideration paid of FOUR HUNDRED NINETY THOUSAND DOLLARS ($490,000:00), Grant, to ROBERT A. ARMITAGE and DEBORAH A. ARMITAGE, husband and wife, as tenants by the entirety, of 525 Lockerbie Circle Indianapolis, IN 46202, LAy'NSTABL-E COUNTY EXCISE TIV f=ARNS A l E COUNTY REGISTRY OF DEED:; Date' 11-01--2012 2 12.!55i�m With QUITCLAIM COVENANTS, C1.1s: 855 Doi 63857 F �: 1; ?3 iirl Con_: k9�r,r_ri�i_+.r_rri Lot 6 containing 33,462 square feet and Lot 7 containing 30,312 square feet, both as shown on a plan entitled "Plan of Land in Centerville, Barnstable, Massachusetts for Frances I. Crones" dated June 14, 1978 drawn by C.M.S. Associates, Inc. recorded with Barnstable Deed in Book 325, Page 33. Said Lot 7 is subject to rights, if any there be, in the right of way running from Point of Pines Avenue over the Westerly corner of Lot 7 as shown on . said plan. Said premises are conveyed subject to and with the benefit of easements, restrictions and agreements of record. The undersigned hereby certify as follows: - 1. I am the sole .Trustee of the TRUST and have full .power and authority to convey the within described property for the consideration herein stated; and 2. The TRUST is in full force and effect and has not been modified or amended except as may appear by instruments of record; PROPERTY: LOTS 6 & 7, POINT OF PINES AVENUE, CENTERVILLE MA -j Bk 2.6817 Pg 167 #63857 WITNESS my hand and seal this --"f t day of September, 2012. 'Lae JACQUELYN I. CRONES, TRUSTEE COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: On this -45`day of September, 2012, before me, the undersigned notary public, personally appeared JACQUELYN I. CRONES, Trustee and through satisfactory evidence of identification, which was a drivers license to be the person:whose name and signature is set forth above, and acknowledged to me she signed it voluntarily for its stated purpose and made oath that the foregoing statements are true. Jill C.tyiinski, N Public My commission expires: December 22, 2017 4 LL C ZYLINSVJ ° Notary Public �Oil a _ COMYONWEALTM OF MASSACHU8 3 �a•�/^►� r w:. My Commission 6pires j t»".pt. J December 22,2017 <� � a 2 BARNSTABLE REGISTRY OF DEEDS BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTES2 JOHN F..MEADE REGISTER ' REScheck Software Version 4.4.4 Compliance Certificate 1 . Project Title: Armitage Residence ` Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: New Construction Orientation: Bldg.faces 135 deg.from North Conditioned Floor Area: 7,045 ft2 " =� Glazing Area Percentage: 20% Heating Degree Days: 6137•, r Climate Zone: _ 5 ; Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Point of Pine Ave Stephen Williams Centerville,MA BLFR Architects 203 Willow St Yarmouthport,MA 02675 (508)362-8382 steve@capearchitects.com Compliance: 0.1%Better Than Code Envelope Assemblies Ceiling 1:Flat Ceiling or Scissor Truss 4,160 40.0 0.0 120 Skylight 1:Metal Frame with Thermal Break:Single Pane 5 0.300 2 SHGC:0.23 Wall 1:Wood Frame,16"o.c. 1,530 35.0 0.0 57 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 238 0.280 67 SHGC:0.30 Orientation:Front Door 1:Solid 63 3.000 189 Orientation:Front ` Wall 2:Wood Frame,16"o.c. 1,790 35.0 0.0 53 Orientation:Back Window 2:Wood Frame:Double Pane with Low-E 373 0.280 104 SHGC:0.30 Orientation:Back Door 2:Glass 270 0.280 76 SHGC:0.26 Orientation:Back Wall 3:Wood Frame,16"o.c. 1,125 35.0 0.0 47 Orientation:Right side Project Title: Armitage Residence Report date: 04/04/13 Data filename: H:\_Current Projects\Residential\Armitage Residence\Admin\Miseellaneous\Armitage ResCheck.rck Pagel of 8 r � a r 'Warm wam Window 3:Wood Frame:Double Pane with Low-E 99 0.280 28 SHGC:0.30 Orientation:Right side Wall 4:Wood Frame,16"o.c. 760 35.0 0.0 31 Orientation:Left side Window 4:Wood Frame:Double Pane with Low-E 86 0.280 24 SHGC:0.30 Orientation:Left side Floor 1:Slab-On-Grade:Unheated 290 10.0 277 Insulation depth:0.5' Floor 2:All-Wood Joist(Truss:Over Unconditioned Space 1,950 50.0 0.0 41 Basement Wall 1:Solid Concrete or Masonry 910 25.0 0.0 38 Orientation:Front Wall height:9.0' Depth below grade:8.1' Insulation depth:8.8' Basement Wall 2:Solid Concrete or Masonry 910 25.0 0.0 48 Orientation:Back Wall height:9.0' Depth below grade:3.5' Insulation depth:9.0' Basement Wall 3:Solid Concrete or Masonry 420 25.0 0.0 18 Orientation:Right side Wall height:9.0' Depth below grade:8.1' Insulation depth:8.8' ° Basement Wall 4:Solid Concrete or Masonry 420 25.0 0.0 18 Orientation:Left side Wall height:9.0' Depth below grade:8.1' Insulation depth:8.8' Furnace 1:Forced Hot Air 96 AFUE . Air Conditioner 1:Electric Central Air 15.5 SEER Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist Name-Title ,. _ � Si natu Datell Project Title: Armitage Residence Report date: 04/04/13 Data filename: .H:\_Current Projects\Residential\Armitage Residence\Admin\Miscellaneous\Armitage ResCheck.rck Page 2 of 8 is— w The Commonsivalth of Massachusetts Department o, Indrisfrial Accidence 4 QJf1ce of.Investigations' 600 Washington.Street Boston,AM 02111 wtvlv.mass.gov/dia Workers' Compensation insurance Affidavit:Builders/C-ontractors,/Electlicians/Plumbers Applicant Information Please print.Le 'bl Name(Business/OrganizationtT&Vi S Address: City/StatelZip: 0'P'tto olT -j9 l nine#: Z Are you an employer?Check the appropriate box: Type of project(required): 1214 am a employes with 0 O 4. ❑ I am a general contractor and 1 employees(full and/or part-time)*. have hired the sub-contractors 6. Q(New constriction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. T❑Remodeling ship and have no employees These sub-contractors have S. ❑Demolition workingfor me in an capacity. employees and have workers' Y � �'• Y 9. ❑Building addition [No workers'comp.insurance Comp.insurance. required 5. ❑'We am.a corporation and its 10:❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LF❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs. insurance require&]1 c.152,§l(4),and we.have,no employees.[No workers' 13:❑Other comp.insurance required.] ;Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit im&catiag they are doing all wdk and then hue outside contractors morn submit new affidavit indicating such $Contractors that check this box must attached an additional sheet showing then of the sub-conUactors and state whether or not those entities have employees. If the sub-contractors.have employees,they am ist provide their workers'comp.policy number. I a►n an employer that is pnnidirig workers'congmusaation insaamice for my enaplojves. Bdaiv is the policy and job site iaaforination.Insurance Company Name: ALM Aad a � .L �S Vf 4.t e o — Policy#or Self-ins.Lac.#:14)M Z 'f 006 S`?DO 2qq O( Z Expiration Date: Job Site Address:�0 �07 iR i�r7 �►✓L 2S !`��2.t tA� City/State/Zip��PA�2 t U r 1�`2 Attach a copy of the workers'compensation policy declaration page(shoving the,policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL.c, 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imphsort meat,as well as civil penalties in the form of a STOP WORK ORDER-and a fine. of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of. Investigations of the for misura Rce coverage verifi ion. I do herels�t certify gird the ' s rand penafffes o imr that the informahan provided above is true and correct Si tmre: Date: Phone#: Official zw only. Do not swite in this area,to be completed by city or town official, City or Tomm: PermitUcense Issuing Autho qty(circle one): 1.Board of Health 2.Building Department 3.CiVrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 4 tv Client#:43203 CAPEASS ACORD. CERTIFICATE OF LIABILITY INSURANCE 9 7 E(MMlDDNYYY) 1/22/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 3ELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED 2EPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. - IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in liou of such endorsement(s). PRODUCER - CONTACT- - Rogers&Gray Ins.-So.Dennis PHONE Donna White A r IC Ne Exc: A!c No: 877-816-2156 434 Route 134 EODREs , mail@rogersgray.com South Dennis,MA 02660-1601 508 398-7980 INSURER(S)AFFORDING COVERAGE NAIC11 INSURER A:NGM Insurance Company 14788 INSURED ' INSURER B A.I.M.Mutual Insurance 33758 Cape Associates,Inc. P.O.BOX 1858 INSURER c North Eastham;MA 02651 INSURER 0: INSURER E• - INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT.THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF.SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR TYPE OF INSURANCE ADIRL SWUVBR POLICY NUMBER MMIDD/YYEYY POLICY EXP LIMITS A GENERAL LIABILITY MSO41.163 1/01/2013 01/0112014 EACHOCCURRENCE $1 000000 t X COMMERCIAL GENERAL LIABILITY DpM AGE T RENTED PREMISES aoc,urrence $50000 CLAIMS-MADE ❑X OCCUR - MED EXP(Any one person) PERSONAL&ADV INJURY $1 OOOODO GENERALAGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $2000,000 X POLICY JECT O LOC $ AUTOMOBILE LIABILITY M9041163 01/01/2013 01/01/261 (CEO, .Id.n.SINGLELIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( I NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ t $ i A X UMBRELLA UAB OCCUR CU041163 1/01/2013 01101/201 EACH OCCURRENCE $SOOOOOO EXCESS LIAR CLAIMS-MADE AGGREGATE $5 Q00 0QQ DED I X RETENTION$10000 $ B WORKERS COMPENSATION WMZ8006570012012 8/24/2012 08/24/201 X WC sTATu- I. AND EMPLOYERS'LIABILITY YIN EiY LIIdLT' E ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $SOD OOO OFFICER/MEMBER EXCLUDED?, a N!A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $5OO OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(Attach ACORD 101,Addtdonal Remarks Schedule,It more space is required) CERTIFICATE HOLDER CANCELLATION Town of'Barnstab16 SHOULD ANY OF,THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE :THEREOF, NOTICE WILL 'BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS, Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #.S93415/M92628 TLH �OFItiE lok, nanxsreDLE. ► b ,0� Town of Barnstable ADD NlA't A Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 ivww.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign.This Section If Using A Builder I Robert A. Armitage ,as Owner of the subject property hereby authorize : A C to act on my behalf, in all matters relative to work authorized by this building permit application for: Lots 6-7,Point of Pines Avenue Village of Centerville (Address of Job) �.. A.pril 9. 2013 Signature of Owner Date Robert A. Armitage. Print Name If Property Owner is applying for permit,please complete the homeowners License Exemption Form on the reverse side. C:\Users\decollil:\AppData\[.ocalWicrosotl\NVindo%vs\Tcmporary Interael FileslContent.Outlook\QRE67_UBN\EXTRESS.doc Revised 053012 SULLIVAN ENGINEERING INC. 7 PARKER ROADIP O BOX 659 OSTERVILLE, MA 02655 - phone 508-428-3344 June 10,2013 Thomas Perry Building Commissioner Town-of Barnstable_ 200 Main Street Hyannis,MA 02601 RE: Chapter 91 License Application Robert A. and Deborah A. Armitage 80 Point of Pines Avenue, Centerville Dear Mr. Perry, Please find enclosed a Municipal Zoning Certificate along with a copy of pages 1-5 of the Department of Environmental Yrotection Waterways license application and plans for the above referenced project. Would you please review the.application,and sign the Municipal Zoning Certificate and return it to me in the enclosed self-addressed stamped envelope at your earliest convenience. Thank you for your assistance in this matter. If you have any questions,please contact the office. V truly yours, o VV �" O'Dea Sullivan Engineering Inc. W Attachments 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program x256249 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Robert A. & Deborah A. Armitage Name of Applicant 80 Point of Pines Wequaquet Lake Barnstable Project street address Waterway (Centerville) Description of use or change in use: To construct and maintain a pier. The pier will be used for recreational boating needs to access Wequaquet Lake. The pier will be 4'wide by 72' long, with an 8'X 8' L. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Pri�Name of Municipal Official L Date aature"ofnicipal Offici Title City/Town CH91App.doc•Rev.6/06 Page 6of 13 L TOWN'OFBARNSTAFL _ NEW 20,13 JUN � ; �;p : qR�� � , , FOR ROBERT & DEBBIE ARMITAGE7Tf � 80 POINT OF PINES AVENUE CENTERVILLE, MA FFH -- - -- �T-ITTrrm-rl `T-1-f-1TT1Tf-I�I - — --— ---- TEE -_ ARCHITECTS GENERAL CONTRACTOR BROWN LINDQUIST FENUCCIO&RABER ARCHITECTS, INC. CAPE ASSOCIATES;INC 203 WILLOW STREET SUITE A YARMOUTHPORT,MA.'02675 345 MASSASOIT ROAD/P.O.BOX 1858,NORTH EASTHAM,MA 02651 TEL. (508)362-8382 FAX. (508)362-2828 TEL. (508)255-1770 FAX. (508)2401473 203 WILLOW STREET SUITE B YARMOUTHPORT,MA 02675 - - .. TEL. 1508)362-9770 FAX. (508)-362-4200 - - CONSULTING STRUCTURAL ENGINEERS _ NoF.7/89 a W 3 CONSULTING STRUCTURAL ENGINEER, INC. a 53 KNOX TRAIL,SUITE 201,ACTON,MA 01720 .. TEL,/FAX. (978)866-8354 .�2 o Z 04 CONSULTING CIVIL'ENGINEERS ISSUED FOR SULLIVAN ENGINEERING INC. BUILDING PERMIT & REVISED &ISSUED FOR 7 PARKER ROAD,OSTEPMLLE,MA 02655 CONSTRUCTION CONSTRUCTION. TEL. (508)428-3344 FAX. (508)428-9617 OA/08/2013 05/20/2013 s L a .. STAMP: LF s a No.77^9 1 AREA TABLE ABBREVIATIONS SYMBOLS . SCHEDULE OF DRAWINGS (GROSS AREAS INDICATED) AB ANCHOR BOLT HGT. HEIGHT NORTH ARROW CIVIL DRAWINGS: 2850 SF IST FLOOR A.F.F. ABOVE FINISH FLOOR H.M. HOLLOW METAL (//n�J I OF 1 SITE PLAN - PROPOSED IMPROVEMENTS 668 SF 2ND FLOOR ACT. ACOUSTICAL TILE INSUL. INSULATION \\ (BY SULLIVAN ENGINEERING, INC.) SECTION INDICATOR 1666 SF SUBTOTAL ALUM ALUMINUM INT. INTERIOR LETTER IN TOP HALF OF CIRCLE w AND[) ANODIZED JT. JOINT INDICATE THE SPECIFIC SECTION. THE ARCHITECTURAL DRAWINGS: w @ AT LAG. -LAG BOLT NUMBER AND LETTER IN THE BOTTOM _- r L' _ 0 5F FINISHED BASEMENT HALF INDICATES THE DWG. No. WHICH TITLE PAGE 0 SF UNFINISHED BASEMENT BSMT BASEMENT LAM. LAMINATE THE SECTION APPEARS AA PROJECT.DATA SHEET j 2550 SF TOTAL BASEMENT BIT BITUMINOUS LAV. LAVATORY AI.O BASEMENT FLOOR PLAN ", 0 N +45.5 NEW SPOT ELEVATION AI.I FIRST FLOOR PLAN Q. ELK BLOCK L. LENGTH AI.2 SECOND FLOOR PLAN 254 SF PORCHES BLKG BLOCKING MFR. MANUFACTURER 46.5 E EXISTING SPOT ELEVATION AI.3 ROOF PLAN U 706 SF DECKS A2.1 EXTERIOR ELEVATIONS Z3 I100 SF GARAGE BOTT BOTTOM M.O. MASONRY OPENING /�i 45 NEW CONTOURS Z B.O.W BOTTOM OF WALL MAT. MATERIAL A2.2 EXTERIOR ELEVATIONS LL �,/45 EXISTING CONTOUR A3.1 BUILDING SECTIONS BM BEAM MAX. MAXIMUM A3.2 BUILDING SECTIONS N U BLDG BUILDING MECH. MECHANICAL A LEVEL LINE OR WORKING POINT A3.3 BUILDING SECTIONS H5 Z CPT CARPET MIN. MINIMUM � COLUMN COORDINATES 4 REFERENCE A4.1 WALL SECTIONS m- GRID LINES A4.2 WALL SECTIONS Z h C5MT CASEMENT MTD. MOUNTED A4.3 WALL SECTIONS - _ .� CK CAULK(ING) NO. NUMBER A4.4 WALL SECTIONS Z o 101 ROOM NUMBER A4.5 WALL.SECTIONS - �i= - CLG CEILING NON. NOMINAL �. � Q U GLOS CLOSET N.I.C. NOT IN CONTRACT O DOOR NUMBER - A9.1 INDOW SCHEDULE 4 DETAILS oCp Q c COL COLUMN N.T.S. NOT TO SCALE O WINDOW TYPE A9.2 DOORS SCHEDULE 4 INTERIOR TRIM DETAIL �� p CONC CONCRETE O.C. ON CENTER- - WALL TYPE - A9.3 ROOM FINISH SCHEDULE O /:� 9 CMU CONCRETE MASONRY UNIT CH. OVERHEAD - STRUCTURAL DRAWINGS: !EB CONST CONSTRUCTION OPNG. OPENING 50.1 STRUCTURAL NOTES 4 SPECIFICATIONS CONT CONTINUOUS PNT. PAINT - - INTERIOR ELEVATION NUMBERS INDICATE 50.2 STRUCTURAL NOTES 4 SPECIFICATIONS CJ CONTROL/CONSTR.JOINT PTD. PAINTED - ELEVATION NUMBER 4 LETTER INDICATES 50.3 STRUCTURAL WALL FRAMING DETAILS .^. THE DRAWING WHERE THE ELEVATIONS 50.4 STRUCTURAL WALL FRAMING DETAILS CT5K COUNTERSUNK PNL. PANEL �/ ARE LOCATED 50.7 FOUNDATION DETAILS DET DETAIL PART. PARTITION 50.6 FOUNDATION DETAILS DIA DIAMETER PL. PLATE Q SLOA FOUNDATION PLAN (LEFT) I REVISION MARK 51.0E FOUNDATION PLAN.(RIGHT) DIM DIMENSION PLAS. PLASTER S2.IA FIRST FLOOR FRAMING PLAN.(LEFT) DR DOOR P.LAM. PLASTIC LAMINATE - 52.15 FIRST FLOOR FRAMING PLAN (RIGHT) - ,,Wnn W - - DO DOUBLEHUNG PLBG. PLUMBING 52.2A SECOND FLR FRAMING 4 FIRST FLR CLG FRAMING PLAN (LEFT) - V CONCRETE - PLAN OR SECTION DRWR DRAWER PLYwD PLYWOOD �� �� - 52,28 SECOND FLR FRAMING 4 FIRST FLR CLG FRAMING PLAN (RIGHT) Q Z DWG(5) DRAWING(5) P.T. PRESSURE.TREATED BRICK - PLANS OR SECTIONS 52.3A SECOND FLR FRAMING CLG FRAMING PLAN (LEFT) F' W OF DRINKING FOUNTAIN O.T. QUARRY TILE - 52.3E SECOND FLR FRAMING CLG FRAMING PLAN (RIGHT) LL] Q DW DISHWASHER REO'D REQUIRED CONCRETE BLOCK PLANS OR SECTIONS S2.4A ROOF FRAMING PLAN (LEFT) U Ly Q 52.4E ROOF FRAMING PLAN (RIGHT) ELEC ELECTRIC(AL) REF. REFIGERATOR - 53.0 BASEMENT STUD LAYOUT AND BRACING PLAN (RIGHT) z Q W W -�✓ EL. ELEVATION REV. REVISIONS* PLYWOOD - - 53.IA FIRST FLOOR STUD LAYOUT AND BRACING"PLAN (LEFT) W W J 53.16 FIRST FLOOR STUD LAYOUT AND BRACING PLAN (RIGHT) - ELEV. ELEVATOR R. RISER STEEL, LARGE SCALE m EMER. EMERGENCY R.D. ROOF DRAIN. - - 53.2A SECOND FLOOR STUD LAYOUT AND BRACING PLAN (LEFT) (fj O m �. > 53.26 SECOND FLOOR STUD LAYOUT AND BRACING PLAN (RIGHT) W IL W LL: of EQ. EQUAL RM. ROOM ROUGH,LUMBER C - EXIST EXISTING R.O. ROUGH OPENING x O ♦- OR EXG. SECT. SECTION FINISH LUMBER W F- z GENERAL NOTES: E.J. EXPANSION JOINT SCNED. SCHEDULE ' � W �. Z j V INSULATION - RIGID I. ALL CONSTRUCTION REQUIRED OF THE CONTRACTORS BY THE CONTRACT DOCUMENTS z O tJ EXP. EXPOSED SPEC. SPECIFICATION5 - 5HALL BE PERFORMED IN ACCORDANCE WITH THE GOVERNING BUILDING.CODE AND LLJ EXT. EXTERIOR SL SIDELIGHTS .(LYyyXX.Y INSULATION - BATT OSHA REGULATIONS, SUPPLEMENTED BY THE CONTRACT DOCUMENTS. m FIN. FINISHED STD. STANDARD - - Q 2. THE GOVERNING BUILDING CODE USED IN THE DESIGN IS THE INTERNATIONAL F.A. FIRE ALARM 54P SHELF4POLE• EARTH RESIDENTIAL CODE 2009(IRC)WITH MASSACHUSETTS AMENDMENTS,ALL WORK 5HALL O 00 F.E.O. FURNISHED BY OWNER 5TL. STEEL _ AL50 BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN.OF. F.E. FIRE EXTINGUISHER SUSP. SUSPENDED.. COMPACT GRAVEL BARNSTABLE BUILDING DEPARTMENT. - FL. FLOOR(ING) THK. THICK -,-. WELDED WIRE MESH 3. THE STRUCTURE HAS BEEN DESIGNED FOR EXPOSURE C IN A 110 MPH WIND ZONE IN FLUOR. FLUORESCENT T4B. TOMBOTTOM. ACCORDANCE WITH THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO FT. FOOT - T4G TONGUE4GROOVE PROPERTY LINE - FAMILY DWELLINGS(WFCM)AS PERMITTED IN IRC R301.2.1.1, FTG: FOOTING T..F. TOP OF FOUNDATION _ CENTER LINE 4. ARCHITECTURAL DRAWINGS 5HALL BE USED IN CONJUNCTION WITH THE CIVIL, FND. FOUNDATION T..W. TOP OF WALL ' STRUCTURAL AND ALL RELATED DRAWINGS, AND SPECIFICATIONS. TITLE; FURR. FURRED(ING) T. TREAD - - S. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, AND ANY - GAS TYP. TYPICAL DISCREPANCIES 5HALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR GALV. GALVANIZED UNFIN. UNFINISHED - - CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PORTION OF THEWORK. G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD 6. DO NOT SCALE DIMENSIONS OR ELEVATIONS FROM DRAWINGS.THE CONTRACTORS PROJECT DATA _ GL. GLA55/GLAZING YIN. VINYL 5HALL REQUEST, FROM THE ARCHITECT, NECE55ARY DIMENSIONS AND ELEVATIONS - GR. GRADING VCT. VINYL COMPOSITION TILE NOT SHOWN ON THE CONTRACT DOCUMENTS. SHEET GWB. GYPSUM BOARD VWC. VINYL WALL COVERING 7. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWINGS ARE TO BE HOED HARDBOARD WC. WATER CLOSET.:, CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. HDWD. HARDWOOD W. - WIDE/WIDTH.( 8. CONSTRUCTION PROCEDURES, BRACING, MEANS 4 METHODS, AND SAFETY HVAC. HEATING, VENTILATING, 4 W/ WITH PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK.THESE DRAWINGS ARE REPRESENTATIVE OF THE DATE ISSUED: AIR CONDITIONING W/O WITHOUT COMPLETE BUILDING SYSTEM. 04/OS/2013 HDWR. HARDWARE W.W.M. WELDED WIRE MESH q. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY, COMPANIES, o NO. WOOD ANY PERMITTING AGENCIES, AND'DIG-SAFE'(1-808-344-7233)AT LEAST 72 HOURS REVISIONS: . DRAWINGS ARE - IN ADVANCE OF ANY WORK THAT WILL REQUIRE EXCAVATION. 0419 2013 PRICING REPRESENTATIONAL ONLY 1 05/20/2013 S.F.REDUCTION DO NOT SCALE DRAWINGS . . DRAWN BY: TWS - _ PROJECT#; _ $ DRAWING NO.: s CONSTRUC TION 1 TION SET : . AO.1 1 5/20/2013 s .L .I .. V. ua/�',/�uet Lake 1 (RP00) ZL . : i ZONE: � �) VA Fronts elnlm8720 SF16 • )) Id - .... ) IZ5 PV Fl 'Width . . - FEA1A':Flood Zone Setbacks: '' .. .. - AIf Per FIRM Paneh n 0 #29D00Y 0005 C side t 10' � 5 w ✓d ; I ...., rev-AuguellB, 1989 >H Rear 10' r a w' ex x 29.7 x 29.t 7/ 6 x48.9 8 x 29.8 '8 x 29.8... - x 19 F NE t A x 9. `\y� \ FEW 7Ane' - 000 ZONE. S br w x 29 ',. Zone B& C(see Plan).. f ,;, d6/< . .- 0 1 �^ x J0.2 C { m nl n N 14 �ti 1 -y: x JO' x 30 9 x J".4 �°' - , - x Jae x :4_x :. x JQ9 _ J.9 ug _ x �`tF� 1t • - ' Cam u ty Panel a•. �� 1 � ''(: g190001 OQOS C '•� XJ1.8` x32.8 a . LOCATION " August }9, 1985 , I33 ��t•, x Ja.a ° : 6 .. LAY DISTRICT. - r. 20oD't A . 3� .. AP - J - _ a Aquifer Sion District 34 7 U Estuarfn .. btershaad a42,2 of ASSESSORS f10aJN41 I0, Parcel -- - - -- DIRECTIONS (C m _ - - .- p /- -• 132:95' (Cam ) .• From t at se -Take Route nt West, Take - - '. '.BVW I .-.' - .• R d right at set of lights in Centervilleonto � :. - � .. .. PM1lnne a Lane: Take a left onto Creo!Marsh - VW 7 BVW 8, D' BVw 2 _):.,.. .E3.. BVW a d yT k u right DESIGN DATA . . ._,_.- ----�, - '-+--..._.� ----�-Bvw_ - .. .- : Site Is-on ethe"left.-onto. .__.. --- - _.-,.roll.Find➢--- . ,..+•/�-. 6 ms _ a . .'PRO. +'. 'Tetd Dd➢flow.660 aDD- .. LEACHING - . .. '�.: ? ,.• '. 1. .. 660 aPD/0.]4ILTAANR'E50, 09I.091s Aeewnd - :. -.Sid-11-2(12'+64)X0.96'-a 161.220 SEPTIC NOTES. 1.Iae.dbn of Will,Sawa w Tlur Am An.ADeea Aa 1-71 Hove - Pr mm Co 75P TmdPr sad D3. d ; eodo � h. _ SPlke -.._..-..... - - . 2'na enweet�eeada Am-im°a -� mom awn LEACHING CHAMBER DESIGN ' . .. _y. •.: F}Id .. :' - - ABencie,Par Ca-ad aDduld by Thal On.. - .. : ,'.A6 Pip N b.'Shedvle 40.Via . '" •' •. _' I T FENGE - -1.Whaa-Sewotm..taanaa.,wmrmwytda.teamt;oa,9,.0 .. 7C.-FI wDite,n.i. .. 6 - 12,6TWnd.d Sane Aeldaa9v 1fl„ . . ."50'Buffer PROVIDE SILL 5, -/f He amweadhb,"'.tso Pre.mreflDa na snmb.Wwa Temam C-6 Wxa 76CC in W.-no Sh Unaa Aub.Conmucad m.hoveled We YOB K _ � . '' 'UNN-- eaarmn.anwmconQewew as,mbmae one P,IfE R ]p0'• A 24SOA11 e0-]0o4?.q..tl 4.AM'mum ef➢•af Cover i,Aa9u:rad for AP GemD nn.� M 4,'. ., t._. ..-. ,/ �... _. .. „q ..•-„y'__` �.: - _ S--a HYdedThroe Peet or.Mon 19abJeet ' ,m , a°$ ��eAw. r �' �' PROPOSED - - Z\ �\ .. set,m b.Ha0 U,dny It li me Hodeneo 8,7 .. LAWN - l f,• ^'"a. Aa,ommm.na,aan and Hno wa•n,ba v.ad . - 1t00`6� «- : ���� "t_....: ,_.,,i: ~38.7$ `0Lp / oR6.meulwdmdeht Alen ad cb.w.roar.aalh nn.awarn: ,: .Q . >f .. Ne y1�6 `O/f /2�;5^ �. VAN.6•dA.alhed Grade atdd,of 17naaww Ovw` ��. . C.d %• _ - Sian Tak Wit od asKP-Pcb®be,lulet ao d on., _ /�FAlall ata01 -' P" / ��� _ /� '"Qp• �' ndweLantina o,amb,a?,!s m.. - ,�•,L. ,,., .. r�abl,m - _ - xseoe�s➢mmmb.tn,ulleem Aaaaaanaa wm3fo oa(1e.00s - - AKofrm nw andm,Taws un, a .,..�/e 11, - Haedd Mddi A..wnan•� � -Pw ltD�:=• I _+ : .; - ,'° ..'•..,. .'-' .! _ �_q.�_� IC:` : a.M HP+.,to be S,h.4o PVC da +- 5 leanr D.B.b.0 to 9. 8w,T(ioimum dd.Dimm' dMwm . .. - _vt .. .. •,......,.. > ' - - - . 10.The SaDandw Dl x It-me Swdc Tmk W., d '• _ ..SLAB EL. s .. 1"Ll awm .. ^ •..: ;..•••• .. B� a7GnunSum efl0'H�el wmi to maw Lme.An Outlxwl'ae OiWSnlmsd l4d .. PROPOSED REMOVEp - S S OF ::-..... a and m BAwDaavnm.a.,sam.: . .. - .: _FF�+s.D' 4 - � EC NO'CT'0 SCALE W CADS DIFFUSOR �� 1 Sdow mefl wtme, b. r r g 4 . �(s..alit.o TH- PRdhDE OR YWEtJ.S ,•2v vaao>fm - - Aw RCiaM - 3 DRIVE TNOPOS'ED $ - /. FOR ROOF h DRIVEWAY vlb V. vw . RUNOFF(7YP.)-. �' _ .^ fe Any arm - - k - r.�®At - SEPTIC TANK - eoo aDVm AS REQUIRED - -a. �{'•:. .0_. .` - i:.i' re H,b„fdb0 Dea - Mbar allMvr '' .. r a• - Parcel Area 0 TOM EI-a1.a SEPTIC SYSTEM u .;'; .. _ /POSED ....1i . TOP of LC8 .. 59,992t Upland ,.... ; SA T S. PROFILE scale J.762,* We Hand r '• .,•. 63,774t5F to Lake ar y ' °R / -/ `,.4 - - rnxvtrmt• e/ _ ...�. - I, O: O.. / »/ F^� '. _" `'. -- -PaVOHAlaDOY:PETIX 6tALIVAI4,PC'•BULLIVANaJOPQAlWe. - .i. - -`1. - _ - WnlR®BY:DONAIA DeMAAIAe.Afl-TOWN OreAPNSrABIE � f l 134. _ In Road _ „ AUOV6T1.2011' L=181.75' .:. 52.2 Layalat / _ . - „`` 7 .. _, E qe o .ove , _ TEST HOLE•1 a.o, TEST.HOLE-2 4x6 TEST HOLE-3 4Lo TS9T HOLE. .�-r i,ar(iI�AS, `) • P�neS (44 Wlde Publfc WC Avenue - qc .. �: .:. R P 0rnf - BAOWNIBN VaIOtV OAOWNISIYa110W 4 � Jamee A'1 Deborah N FoWkr - _ BRDVa48A�lI2.oW BAND BAND .t+/F 19232/09T ,x 1 .r� �RAM.ONBBI 16MBL Dd DNOr]f 6Q BRB N Ale,ander'df Andras AIBer.Tn - - . _ l P01CM1E a2M01dN 0.TAA-0.]/) I PaloMRa7M04Vpt 0.TAA-0.7/) tV 'LC6l 1214/ZJB - ` Juno F es Rlnn ' - Harold L M81or Tea SITE PASSED s+sJ/Jo} Fna tB2Do/o6a Red; Legend., ced G BRB BamaloDb Road Bound - a a - - - ... ., _. .•o •. - : ' • S! dots u O LCB and Court Bund copy Gbaum Fd of rrn l, an ar ca on. 0 CB/DK-Canoret,Bound./dr91 hill. - WLISIDN.-Ilraccroorate Con Gann 10/71/1; ite an p clay NOTES;. . _ .PREPARED FOR: - PREPARED BY,, TITLE,• -CHW-orerh.ad eD'e, }, fie: ro ert line Information shownr was - - - EF.Wk11 Conte°r )a The pr piny fne Infe record Information. Robert &.Deborah A Armitage SUIliVan Engineering,Inc. CapeSury Proposed Improvements „ ....6, ....Underground Utility Llna : - - P Bo 6 - 7 Parker Road . ®. ebtbed Flog - rbie Circle Osterille. MA 026M Osterville MA 02655 - At 2.) The lapogrophlc Information was obtained .ls} Hydrwnt from an on'the round.survey erformed on Indiana 011s.,IN 46202 - g Y pp P (soe)+2e-.ua(soeJ+2e-set?a, (Wgj.aa-. +(M),0-^��. 0 Point of Pines Avenue " or between }2/JUL/1}:and 26/✓UL/)1 im.ar.ocaeseea.ef R / "rro, • _ J.)'7he datum used is based:on the Lake elevation Draft: JOID - Plot& WHK/MLL - Bamstable lCen fervitle)MASS, w token from the water level guage at the outlet. ZO 0 10 20.' 4080 _ Elevation >a J4'-1-on JuLY IJ, 2011 0 4:00"PM Review: PS Comp.: WHK/RRL DATE: SCALE: ' all Project: J1015 Orawln d cJ4B_sct September 14, 2011 1" : 20 STAMP: SMI. 'r FIRE ALARrl NOTES9@ I. ALL SMOKE DETECTORS SHALL BE HARDWIRED PHOTOELECTRIC OR COMBINATION R40rOELECTRICAONI7.ATION TYPE N.DEPENDING UPON LOCATION AND INSTALLED PER TOWN OR - , FIRE DEPTPARTMENT REQUIREMENTS. 2. REVIEW ALL LOCATIONS PRIOR TO INSTALLATION WITH PROPER TOWN AND FIRE OFFICIALS - 3. ALL NO VOLT t LOW VOLTAGE HOUSEHOLD FIRE.WARNING SYSTEMS'SHALL HAVE BATTERIE5 FOR SECONDARY ELECTRICAL POWER. p . 4. SMOKE DETECTOR LOCATIONS SHALL CONFORM TO THE FOLLOWING, : - A.RIMEDIATE VICINITY OF BEDROOMS(WITHIN 20 OF ROOM DOORWAY) B.IN ALL BEDROOMS C.ON EACH STORY INCLUDING F1A581ENT5 AND CELLARS BUT NOT CRAWL SPACES AND UNIFIIABITABLE ATTICS' D.ONE FOR EACH 12W SF OF LIVING SPACE OR PART THEREOF STAIRS SUCH T RS LEAD TO OCCUPIED FLOOR''' .. E.NEAR BASE OF ALL STAIRS WALLS RE ANOTHER 5. SMOKE DETECTORS MOUNTED ON WALLS SWILL BE NO MORE THAN 12•BUT NO I,E55`THAN'4'.FROM CEILING OR ADJOINING WALL . x.'. 6. SMOKE DETECTORS MOIRITED ON A CEILING SHALL NOT BE CLOSER THAN 4'FROM KILL. 24-36'FROM WALL.IS RECOMMENDED 7. SMOKE DETECTORS SHALL NOT BE MOUNTED CLOSER THAN 36'FROM PADDLE FANS(MEASURED FROM:TIP OF BLADE), uNE CF FINE PIT DeorETr-- II / 'I I \ C SUPPLY VENT.FOR HVAC UNITS (MEASURED FROM EWE OF GRILLE) AND BATHROOM DOORS 0. SMOKE DETECTORS SHALL NOT BE LOCATED IN DEAD AIR*SPACES,SHALL BE MOUNTED ON SLOPE OF PEAKED 1 n �� I C .CEILINGS WITHIN THREE(5)FEET OF HIGHEST POINT,NOT ON SMEWALL. IF CEILING AT PEAK IS FLAT,.DETECTOR y 1 // _ SHALL E MOUNTED Q THIS SURFACE. REFER TO NFPA FOR MORE INFORMATION. I ' �' o B. 9. HEAT DETECTORS REQUIRED IN ATTA07ED GARAGES OR INTERNAL GARAGE AND INTERCONNECTED WITH HOUSEHOLD FIRE .A B uNE of PAiw AedVE- I i// C 1 .LINE of PATn ABOVE- � XX WARNING SYSTEM. SEE SHEET At.l I ''( i SEE SIff-ET AI.I O LL 10. INSTALLATION.OF LISTED 12D VOLT OR LOW VOLTAGE CARBON MONOXIDE DETECTORS SHALL CONFORM TO THE O O A3.1 A3.1 i' 'ill A3.2 U FOLLOWING, tas LME To.FlRE'PR 1 '1 - A.ON EACH STORY OF A DWELLING UNIT INCLUDING BASEMENTS AND CELLARS. - '!I z - B.ON LEVELS WITH BEDROOMS CARBON MONOXIDE ALARMS SHALL BE PLACED OUTSIDE OF BEDROOM WITHIN TEN I j w. . (10)FT.OF BEDROOMS. C.ALL ALARM SOUNDING APPLIANCES SHALL NAVE A MINIMUM RATING OF BSDBA AT TEN(10)FEET.. hzlD.INTERCONNECTION IS REQUIRED. A3.2DECKABOVE pEFORE ALARI i SY( IBOLS F 5I __ 3 34'-0" ® '_O" ® - (. 15'-O" S SMOKE DETECTOR °\ 6''5": S'-9" 6'-ESI'a" 10'_Qe1n 9_I ° 7'_5n 'I 6• ,4'_b" m� i COMBINATION SMOKE/CARBON MONOXIDE DETECTOR - \ -!�l � I I _ � 1 eNOSE. J.%O X - 7 HEAT DETECTOR 47 ir ° 1 1 soar N uH. v I 'I 'NA tf 1 II Bid m ■ FLE AND PjfH.EXi I ■__ FITNESS RIM m OFFICE FAMILY ROOM - O II5'..17'-7° = 2 • 12''-W 20'_7u _l_1 4-'79 4" • RECREATION i - W ~ w \ y�i� -n < Q �. FREH"-AT" « ate, cAe. sl Q LY Lu — — J - - - ' -- - - —__— -— — z « j ——ZLL'!S�[ _ _._ "SUPPLY AIR PXT A9WE, I• 1 Cn O m FfKft FW.F TO B5 V w LL ......._ 1°Ixr eL.3r, a _ go \,\ i I _ �" Q O Lu V V. 25'_6•__ -' 3'- a TO"13'4°-� z 3'-10" erl PKr---- c ---- -J i w w66 ~ w - L- - - D z Lv 2 X 2 OPENING IN. _-- r_________ SLAB FOR POSSIBLE i r .N -___ C.9 " w O _ FUTURE SUMP PIT- .4 I ________ m j SEE FOUNDATION PLAN 1 5 O' g A - . ..MECHANICAL/ �_y tiT- REC. D. ELECTRICAL •,/ .....CAB: APPROXAPPROX. O \ - \ WATER GAS. .. INV RT INVERT - ,/ ELEC. APPROX. 1 NOSE' - I PLOMBING 1 G5 - -\�'• \\ - \\. 6 - PLUMBING CONY7IL�CT I y TITLE: TO COORDINATT BELOW SLAB EJECTOR RPUM PING I - \ \ FOR 70R P ......-- 1 -�-... __.....__ t_....------------ -- —_ _ . ----------------:- n `LOWER LEVEL c D° BASEMENT o\ \ o O ' FLOOR PLAN \ . . " DATE ISSUED: o \— GENERAL NOTES: 04/08/2013 ,/3,) REVISIONS: O SSP - 5INGLE STUD POCKET 04.19/2013 PRICING DSP = DOUBLE STUD POCKET 05/20/2DI3 S.F.REDUCTION LOWER LEVEL / BASEMENT FLOOR PLAN T5P -TRIPLE STUD POCKET i 5CALE 9/I63/I6..= 1'-On ., AREA TABLE )' ALL EXTERIOR WALLS AND WALLS THAT SEPARATE HEATED SPACE FROM \ UNHEATED SPACE ARE TO BE FRAMED WITH 2 X'6 5TUDSUNLE55 NOTED G 1 \1`O \ CONTRACTORS TAKE'NOTE' (GROSS AREAS INDICATED OTHERWISE g 2B50 SF IST FLOOR ALL INTERIOR WALLS ARE FRAMED WITH 2 X 4 STUDS AND FILLED W7 3�. DRAWN BY: FIBERGLASS SOUND BATT IN5UL.UNLESS NOTED OTHERWISE 1668 5E 2ND FLOOR' TVs 0 45I8 ' SF SUBTOTAL PROVIDE THERMA—DOME ATTIC STAIR COVER FOR THE ATTIC ACC 11 E55 HATCH - PROJECT#: - 3B0 SF FINISHED BASEMENT ALL DIMENSIONS TAKEN FROM EXTERIOR FACE OF STUD ON EXTERIOR WALLS AND I470 SF UNFINISHED BASEMENT TO CENTER.OF STUD ON INTERIOR WALLS UNLE55 NOTED OTHER WISE �' .. _ DRAWING NO.: 2B50 SF.TOTAL BASEMENT- UNLESS NOTED OTHERWISE ALL DOORS TO BE LOCATED 6"FROM FINISH JAMB TO , 3 \ FACE OF ADJACENT PERPENDICULAR WALL STUD OR CENTERED BETWEEN TWO yg 254 SF PORCHES ADJACENT WALLS 706 SF DECKS ALSO SEE KITCHEN SHOP DRAWINGS BY KITCHEN SUPPLIER.FOR COORDINATION SE'g 1100 SF GARAGE CONSTRUCTION SET L � 5/20/2013 - - I' f .III III r .. q STAMP: FIRE ALARM NOTES " ems\ E I. ALL SMOKE'DETECTORS SHALL BE WAROWIRED PHOTOELECTRIC OR comBINATICN PNOTOELECTRK/IONI7ATsoN TYPE - .. 3w QwL ENS DEPENDING UPCN LOCATION AND INSTALLED PER TOWN OR Dl FIRE DEPTPARTMENT REQUIRETIENT S. 2. REVIEW ALL LOCATIONS PRIOR TO INSTALLATION WITH PROPER TOWN AND FIRE OFFICIALS2 ND.77L''i 3.. ALL LID VOLT t LOW VOLTAGE IHOIM'EHOLD FIRE WARNING SYSTEMS SH TO BENCH,STONE 45E ALL HAVE BATTERIES R SECONDARY i EASE h ELECTRICAL POWER. BWESTONE SEAT 4. SMOKE DETECTOR LOCATIONS SHALL CONFORM TO THE FOLLOWING w xoruN' A.IMMEDIATE VICINITY OF BEDROCM5(WITHIN 2d OF ROOM DOORWAY) 7 8 B.IN ALL OYA'IS / W C.ON EACH STORY INCLUDING BASEMENTS AND CELLARS BUT NOT CRAWL SPACES AND UNINHABITABLE ATTICS ' D.ONE FOR EACH 1200 SF OF LIVING SPACE OR PART THEREOF E.NEAR BASE OF ALL STAIRS WHERE SUCH STAIRS LEAD TO ANOTHER OCCUPIED FLOOR - S. SMOKE DETECTORS MOUNTED ON WALLS SHALL BE NO MORE THAN 12•BUT NO LESS THAN 4•FROM CEILING OR ADJOINING WALL G. SMOKE DETECTORS MOUNTED ON A CEILING SHALL NOT BE CLOSER THAN 4'FROM WALL.'24'-36•FROM WALL IS RECOMMENDED 1 7. STOKE DETECTORS SHALL NOT BE MOUNTED CLOSER THAN 56•FROM PADDLE FANS(MEASURED FROM TIP OF BLADE), SUPPLY VENT FOR"VAC UNITS S FI IT C (MEASURED FROM EDGE OF GRILLE),AND BATHROOM DOORS i I6 I?L 5. SMOKE DETECTORS SHALL NOT BE LOCATED IN'DEAD AIR'SPACES,SHALL BE MOUNTED ON 5LOPE OF PEAKED "� a CEILINGS WITHIN THREE(3)FEET OF HIGHEST POINT,NOT ON 51DBNAL C L. IF CEILING AT PEAK 15 FLAT,DETECTOR r x q ' SHALL BE MOUNTED ON THIS SURFACE. REFER TO NFPA FOR MORE INFORMATION. T TO 46o 9. HEAT DETECTORS REQUIRED IN ATTACHED GARAGES OR INTERNAL GARAGE AND INTERCONNECTED WITH HON"EHO D FIRE WARNING SYSTEM. - 10. INSTALLATION OF L15TED 120 VOLT OR LOW VOLTAGE CARBON MONOXIDE DETECTORS SHALL.CONFORM TO THE A3.1 A3.1 3.2 U FOLLOWING. \ / 6 A.ON EACH 5TORT OF A DWELLING UNIT INCLUDING BASEMENTS AND CELLARS. T �' 1 B.ON LEVELS WITH BEDROOMS CARBON MONOXIDE ALARMS SHALL BE PLACED OUTSIDE OF BEDROOM WITHIN TEN I EL�O I %'" S 7" w (10)FT.OF BEDROOMS. - GUAROfWL U" C.ALL ALARM SOUNDING APPLIANCES SHALL HAVE A MINIMUM RATING OF BSDBA AT'TEN(10)FEET. I I D.INTERCONNECTION 15 REQUIRED. _ E 0 1. DE U 3. T A2 I T m Z 0 z� FIRE ALARM SYMBOLS O SMOKE DETECTOR v K m Q h e A IPCDECKMGQR—DECN CO'IBINATION SMOKE/CARBON MONOXIDE DETECTOR \ - — - A D A OHEAT DETECTOR A'T' O I. E. s -- - GAYFIBWRT__— J 'BILLd BULKH�DR O r- I = 1 I, Qm O RT lIZA SERIES, STONE FACED MASONRY �O SIZE C W/If' I N _ I i m FPL W.n 36'H.2W I AT F{,RJ T KITCHEN 5'-0" SEE—EN DESIGNER'S PLAN wD1 o i I STONE IM14NTEL Aev { -m I111 I11I --LINE WQC LLO '20 ° Q FAMILY/GREAT N IDE GAS J DINING ROOM MASTER z _ _____ O EO BEDROOM Y 4-X 7.1 OUTBC-S SUITE WQ P 2'=4 2 3 W W Q�WJ ' > ' ERATOR d, u.c. EAR U.C. 1 ���� �� C o ER/` W W 0 O Ly 'y`�P'�- EnKR I.I t"FEE AC ON W \ CQVC.PAD . Bn5 F 17 REF. INK ICQD WALK-IN COK.P D(q Z CO 'o Ll-I Z W ENTRY €g W O v a 3'-6. I"I M I_6,I 1�_ I �� \ \2 N CAB. _ I9 2p © BEDROOM>t2 iV. O ry O \ \. COAL, mil ° 5_0• I 13'_bn BI_bn LY co4.m O w J. IN v iV G bs 21 $'\ v, 2 \ MIIDROOM \"•. p�LNG 4'-6° 13'-3" �y - 1 4'- 4 3'- 2 :a . IATILITY SINK, �' E1.2 `' ME \ \ ESS \ I / GARAGE o ` ;-; , .,5 - -- -T--- ----- ---- ------ ---- ---- --- B N / %"' `o p CONIC).PAVER S RCl9 P,'. S• '' ^I P �\ LANDIN(@ `\ EEL BEA \ DOOR 0� Y .. TITLE: i - ABOVE vE LNG-oNpr. _ S \ i 3RD GARAGE ( UaL 1 IR3 DE_ID FIRST FLOOR PLAN 4• DECKIN ON - `,STDECK09 ' LNG 10-0'. ICI_ II' N. PILASTER ' \ Aav_ .FIN.W/PVC 10 5'0•�. .� � 34'-,On 'PB c \ � / TRIM-SEE — - �24'CONIC.APRON 2/A5.1 \ 0 DwE$TON LK w DATE ISSUED: OVERHD DOORS \ I PAVE ELR ER / GENERAL NOTES: 04/08/2013 8 ...REVISIONS: 8 / SSP SINGLE STUD POCKET . 24'CONIC. A / ' 2 04/19/2013 PRICING . ✓_" /'.-6 /' D5P . DOUBLE STUD POCKET 1 05/20/2013 S.F.REDUCTION CONCRETE PAVER S v FC � TSP =TRIPLE STUD POCKET _ 7Eddd G!L /.• rvY w PAVER OAC ALL EXTERIOR WALLS AND WALLS THAT SEPARATE HEATED SPACE FROM S UNHEATED SPACE ARE TO BE FRAMED WITH 2 X 6 STUD5 UNLESS NOTED .OTHERWISE � d G /' j `Z '� I FIRST FLOOR PLAN SCALE 3/16° = 1'-0" ALL INTERIOR WALLS ARE FRAMED WITH 2 X 4 STUDS AND PILLED W/3J/° - DRAWN BY: 0 FIBERGLASS SOUND BATT INSUL.UNLESS NOTED OTHERWISE TWS PROVIDE THERMA-DOME ATTIC STAIR COVER FOR THE ATTIC ACCESS HATCH 55 / `CONTRACTORS TAKE NOTE - PROJECT#: y ALL DIMEN51ONS TAKEN FROM EXTERIOR FACE OF STUD ON EXTERIOR WALLS AND TO CENTER OF STUD ON INTERIOR WALLS UNLESS NOTED OTHER WISE DRAWING NO.: UNLESS NOTED OTHERWISE ALL DOORS TO BE LOCATED 6°FROM FINISH JAMB TO FACE OF ADJACENT PERPENDICULAR WALL STUD OR CENTERED BETWEEN TWO ADJACENT WALLS ALSO SEE KITCHEN SHOP DRAWINGS BY KITCHEN SUPPLIER FOR COORDINATION A] . T& _ �E - - CONSTRUCTION SET 6/20/2013 Nil! .s:?x .,:,.."_.... ... . °, ... 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HALF-ROUND GUTTERS W/ \ : F / /' _ LINE OF L BELOW, FULL COVERAGE ICt:d STAINLESS STEEL BAR $\,�,q,- '"' i. :, e R��'�- /''. TYPICAL WATER SHIELD AT(FRONT I - HANGERS AT 32° O-C., •,^�:�''• max°s• /"�",� /•, PORCH OVERHANG TYPICAL ,�\KH `\ DATE ISSUED: 4'm ROUND PREFINISHED s\• Y /q"v:� / ALUMINUM DGWN5POUT5 W/ /- 04/08/2013 ALL ELBOWS AND OFFSETS -/ /' REVISIONS: TO BELOW GRADE DRAINAGE .�;n,•3` / SYSTEM, TYPICAL-SEE ! // -/\ 04 19 2013 PRICING CIVIL DRAWING5 /�•- PROVI¢E4ULL COVERAGE. FULL COVERAGE ICE< �J ICE-YWATER SHIELD ON WATER SHIELD ON PORCH/ ROOF PLAN Oi 05/20/2013 S.F.REDUCTION _-CURVED(LOW-SLOE) OVERHANG ROOF AREAS ( 7 /' ROOF SCALE �RACTORS TAKE NOTE \ `\ 6 DRAWN BY; b '"S \IL 2 PROJECT DRAWING NO.: €g CONSTRUCTION SET A13 5/20/2013 - I r. STAMP: LF o . s a No.7789 _ F�nauwnwm, � 2"THICK BLUESTONE CAP ON STONE w 4�h ' �x.OF' sr MASONRY.PIERS DOWELED INTO _ nPl�e� ROOF SYSTEM: CHIMNEY, COORD W/GAS LOG ARCHITECTURAL ASPHALT SHINGLE FIREPLACE CAP ROOFING OVER ZIP SYSTEM ROOF . . SHFATHING, JOINTS TAPED-SEE ROOF PLAN STONE VENEER CHIMNEY WIT COPPER BASE, STEP AND . . 50LATUSE SKYLIGHT W/ DORM COUNTER FLASHINGS MANUFACTURERS FLASHING KIT, RAKF TRIM @ SHED ERS IxB'PVC RAKE W/Ix3 PVC TRIM TYPICAL-SEE WINDOW - 2x.P.T.CONT.BLKG. 'SCHEDUL E SLIDING GLASS DOORS WITH - n IXB�PVC FREIZE ' w TRAN50M5 °p WOVEN SHINGLE CORNERS @ �R m m SHED DORMERS, TYP.PROVIDE - °'`V .O 12'WIDE VYCOR EA.51DE AT S lz OV COR RAKE TRIM @ MAIN GABLE Ix8 PVC RAKE W/Ix3 PVC I C) BUILT OUT W-NISH SOFFIT W/ PVC, NO INTERMEDIATE JOINTS U FLASHING, TYPICAL SEE ARCHITECTURAL ®® ®® �® - CELLULAR P.V.C:HISTORIC DETAILS _1— I C C C SILL, OVER I X 12 TRIM, N PAINTED OVER I X BLOCKING z . - - .. ... .. _...... ... __ —_ILL 2ND FLOOR r .ELE V =5_ w �8 R 51DI ___—___ _____________ ____ IN- ED R----- — P.RE STAIN 4 R WHITE ®®® rTln CEDAR SHINGLES'AT 5'T.W. F F FLASHING, TYPICAL-SEE �N ARCHITECTURAL DETAILS A D A \� �/ CELLULAR P.V.C.HISTORIC SILL IXB PVC CORNER - OVER I X APRON, PAINTED 50ARDS, PNTD, TYP.@ FIRST FL R � q - .. - '� —___ CONCRETE'FOUNDATION-SEE - AC UNITS ON PD FOUNDATION PLAN'. I I W REAR GRADE ELEV 39.25'� W W I I I I I I CO'BULKHEAD I SHOWER ENCLOSURE:I I I 6x6 P.T.POST W/ I IHOGANY RAILING SYSTEM W/ 1 1 DOOR W/!it EN510N I VERTICAL IX6 T4G RED CEDAR v FOREX/WOOD 1 g X 6 P DECKING W/CONCEALED 1 I 1 - I 1 SURROUND STAINE OVER_ IPE — _ _---_ LOWER LEVEL _— z COMPOSITE WINDO - - FASTENF2 SYSTEM W/Ixl2 CELLULAR 4x6 P.T.B C 5 ON 2 X 2.MAHOGANY BALUSTER_5 � _ _L—_________-------------- yy, ____ _—__�I_J;_ —___ — � _¢— lDl}7G� {.�,.DLYJRS DECKITO,A_S�SEM�LJR P.�'.-- ELEV 3625�SEE WINDOW SCHE UL� P.V.C.APRON,PAINTED OVER 2 X-- l�, _- IDr�LORC- MT'S--- ---L�__ __ 1 A 15 O_I A AND 4 N 4 P. _ -- �zt-- ` 'r-�--- - ----I--- --- ---- ---FRgMING - SEE DETAILS ON LLJ r___-______ ___�,r FRAF1ING=-5EE-STRUCTURAL f P05iT5-WTH I X.MA W_ T _ _— _111 L — _ ____ __—____ W Q ____ __ __ _ __ 5}°AZ V-GROOV L __-____ __ _-DRAWING`}.__-____-__ -_1.______ __ _____ __ __ ___ ___ TRIM RIZAP APDPOST"CAfi9" ,• .4T.T U C SIDING, PAINTED - - \L 2 REAR ELEVATION - NORTHWEST z cn w w SCALE 3/I6' = WQ m z J CLL Lu w LLr- Lu 2"THICK BLUESTONE CAP ON STONE _ x O ~ MASONRY PIERS DOWELED INTO ~ z CHIMNEY,'COORD W/GAS LOG z Z W F— ', ` FIREPLACE CAP RAKE TRIM @ SHED DORMERS: - - - w W 1.5 PVC RAKE-W/Ix3 PVC TRIM ON STONE VENEER CHIMNEY WITH COPPER O 2x P.T.CONT.BLKG.AND IxB PVC. - - BASE, STEP AND COUNTER.FLASHINGS FRIEZE - FLASHING, TYPICAL Lv 00 TYPICAL ROOF SYSTEM: ARCHTECTURAL ASPHALT SHINGLE R K TRIM @MAIN -AB : -- o COPPER CAP FLASHING WOVEN SHINGLE CORNERS @ _ ROOFING OVER ZIP SYSTEM ROOF 'Ix0 PVC RAKE W/Ix3 PVC TRIM OVER CELLULAR P.V.C. _ SHED DORMERS, TYP.PROVIDE-----, SHEATHING, JOINTS TAPED-SEE BUILT OUT 8'.FINISH SOFFIT W/Ix HISTORIC SILL OVER IX6 12"WIDE VYCOR EA.SIDE AT ROOF PLAN PVC, NO INTERMEDIATE JOINTS . P.V.C.HEAD CASING, WOVEN CORNERS IXB PVC FREIZE _o PAINTED O. SHINGLE SIDING: ' PRE-STAINED R 4 R WHITE --- --- CEDAR SHINGLES AT 5"T.W.. TITLE: -IIO FLASHING, TYPICAL -SEE E E ARCHITECTURAL DETAILS A' _ ........ _ FLASHING, TYPICAL- _ ____ _ ____ ___ ____ _ ____ _ - CELLULAR P.V.C.HISTORIC SEE ARCHITECTURAL SILL, OVER I X 12 TRIM, DETAILS PAINTED OVER I X BLOCKING- 2ND FLOOR ELEVATIONS ELEV =57' -- - IXB PVC CORNER _-__----- ___ P __ TYP.@FIRST FLOOR RIM ® ® ® ® ® WINDO /WOOD COMPOSITE . WINDOWS-SEE WINDOW � DATE ISSUED: a A A A C G A C SCHEDULE A A CELLULAR P.V.G.1415TORIC SILL 0 410 8/201 3 II OVER 1 X APRON, PAINTED REVISIONS: --__-- 04/19/2013 PRICING IST FLoo6_r�_ 1 05/20/2012 S.F.REDUCTION 0 FRONT C3RADE 1 I CONT.P.V.O.SILL OVER Ix5 III I I I I I ELEV-44.0' I I IO LITE GARAGE DOOR I APRON, PAINTED IiI I I I I AC UNIT ON CONC.PAD I TRANSOM I I II I I- I ' T 4 V-GROOVE I LPL____ _ ___ _____ I I 51� AZEK r___'-------- --------------' ---------------- - --� I 51T AZEK T14 V-GROOVE VERY.' 1 l ) l 1 1, J 4 I 'SIDING, PAINTED CONCRETE FOUNDATION-SEE S L____________1__.___________�_i_______ ______________________�___r I SIDING, PNTD, @ CONNECTION 1-1 4__1 L_.L7 I 1 FOUNDATION PLAN OH WOOD DOORS WITH I 1 BETWEEN MAIN HOUSE 4 GARAGE I I CEDAR BARN DOOR W/2x61 PENETRATING TRANSPARENT I I I I X 12 CELLULAR P.V.G.COLUMN I I FRAME, RAILS AND 5TILE51WITH -FINISH 5EE DOOR SCHEDULE I CELLLAR P.N.C.CLAD WOOD I WRAP, PAINTED OVER P.T.WOOD I Ix(.T4G V-GROOVE VERT. I I DRAWN BY: Tws BRACKETS,IPAINTED ',POST-SEE STRUCTURAL DRAWINGS 1 BOARDS, TRANSPARENT FINISH LOWER lEV.EL _—___-_I__—___ _—______________—__—__—_____—_____�__—_____—__—________J________—_1—__—__—_____—_____—__—__—__ __—_ - LI ELEV 36.25 8 -- --'T---- ----------------- 'PROJECT#: �- -,L-�--------------------------------'--r------------------------------------- T---------- __ ________ L__________________1__________ . 6 _ DRAWING NO.: FRONT ELEVATION - SOUTHEAST $ - I SCALE 3/16' Ii CONSTRUCTION SET A2 , 1 5/20/2013 L r STAMP: 3 I X 6 T 4 G RED CEDAR - DOOR W/Ix CROSS n xT b a No.7789 x - BRACING ON N51DE FACE I X6 T 4 G RED - - - CEDAR SIDING LINE OF e" DIAMETER - FASTENED TO HORIZ. PURLINS AT WALLS CONCRETE PIER ON. a" 3'_7' n BIGBOOT FOOTING, . _ BELOW 4 X 4 P.T.P05T5, TYPICAL \ All! 4 X 4 P.T. I I\✓ p v \ w HORIZONTAL / a PURLIN5 AT TOP MID AND BOTTOM N -- o - _ Q a j I X6 T4 G RED w w CEDAR AT BOTH �+ SHOWER - LL SIDES OF DIVIDER Nose N HEAD WALL .. 2 GARAGE WALL,TYPICAL S PLAN DETAIL AT OUTSIDE SHOWER ,ice 2 SCALE 1/2 = I'-O" .... - - _ 2 X 6 CEDAR CAP, NATURAL - FINISH, MITERED AT CORNERS lz LU 4 X 4 P.T.HORIZONTAL - W PURLINS,TOP MID AND - - :t BOTTOM Z Q CO W W z J ZZI I X6X 7'-6'14IG14 T 4 G RED m J CEDAR SIDING FASTENED TO - .W O m � - 2 X bSTUDS AT I6°O.C. •' HORIZ.PURLINS, PROVIDE - W Lu LL- C W/CLOSED CELL SPRAY CUT-OUTS AS SHOWN . 2°THICK BLUESTONE CAP ON STONE Lv Q O x - ° CHIMNEY, COORD Wes/GAS LOGO.. X Z W FOAM INSUL. (R-35 MIN.)'. _. FIREPLACE CAP LuZ W STONE MASONRY CHIMNEY WITH Z COPPER BASE, STEP AND COUNTER W FLA5HING5 'm 2 X 4 P.T.LEG AT MID POINT / - - O c) - OF SEAT / \ � �,� O C � - �\ \ I X'b RED CEDAR SEAT OVER _ \ \may SST M: 2-X 4 P.T.FRAMING W/I X 4 ARC ECTURAL ASPHALT SHINGLE 'm RED CEDAR APRON AT FRONT FLASHING, ROOF,G OVER ZIP SYSTEM-ROOF - TO CONCEAL 2 X 4 FRAMING - TYPICAL-SEE 5NEAT NG, JOINTS TAPED-SEE' ARCHITECTURAL ROOF N - - 2 X 4 4 2 X 8 P.T. - DETAILS i LEDGER BOARDS-" - - A IM ITE - - - - - ° - 3%b IP 2 TRIM,IC FASTEN CONC. W/ - A X 5 SIMPSON TITEN HD ,, _ ENER ST5TEM.E DECKING W/CONCEALED P LNT DEOVERR I X II X ANCHORS FAST � '� - _ BLOCKING A TITLE: FIBPEX 10"CONC.FOUNDATION- a _ .. ` _ _ ___ ___ _ _ WINDOWS WOOD WINDOW SEE FOUNDATION PLAN p.4 - I X e CELLULAR P.V.C.APRON, - _ ^ SCHEDULE ELEVATIONS PAINTED OVER 2 X 8 BLOCKING J&-PVC CORNER SHINGLE SIDING: - •AND 4 X 4 POSTS MOUNTED - TO FACE OF BEAM _ O.R DS, PNT ® PRE STAIN ED R 4 R WHITE Y @ FIRSTDL CEDAR SHINGLES AT 5"T.W. - - - 2 X 8 JOISTS AT Ib"O.C. (2)2 X 8 P.T.BEAM ON ll SIMPSON GALV.ABU44 POST ON SIMPSON GALV.J015T HANGERS BASE AC UNIT ON ColPAD - . _ _ IST FLOOR .- - - --- an - ---------------------- --� _ - - LE 460r� DATE ISSUED: E V = 8"DIAMETER CONCRETE PIER - - 04/08/2013- '�" ON BIGFOOT 20'FOOTING- - REVISIONS: = • .. z � '- � - � CELLULAR P.V.C.HISTORIC SILL I �, OVER I X APRONI, PAINTED 0411 9/201 3 PRICING - - .. 02012 S.F.REDUCTION . • REAR GRADE��_�_ .. a.r I I I I ELEV 39.25' 1 I q'AZEK V-GROOVE SIDING, PAINTED LOWER LEVE _—__—___________ � L ELEV 36.25'I . A - - - DRAWN BY: TWS SIDE ELEVATION - NORTHEAST PIASTER BEDROOM PROJECT#: 11 , SECTION AT OUTSIDE SHOWER I scALE 3/Ib" = r-D^ dd - - - DRAWING NO.: CONSTRUCTION`SET A2 . 2 R 5/20/2013 L,' - a r . . STAMP: NOTE: • ALL WORK SHALL BE INCOMPLIANCE W/THE INTERNATIONAL RESIDENTIAL CODE 2009(IRO)WITH LFE, MASSAC14USETTS AMENDMENTS. 12.- ram.;.... - :';ji?Iv.S. �\ 12 CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE 6 der wait.::- • TYPICAL ROOF . � '' � .__;9jll��" � / ♦ ♦ ""Ii.lI —14�'4 ________ N°p1. 7"e°9" ........:.x CONSTRUCTION. Aa.I 'aa -• ORDINATE W/DESIGNER PRIOR TO CONSTRUCTION. - �_ ` "";,__,,,. ' / / \ - `I a•`�_ • CONTRACTOR TO VERIFY ALL BEARING LINES ARE " ....... 12 / ATTIC ♦ ♦ 12 I r CONTINUOUS t PROPERLY TRANSFERRED TO � ';� � i ,,.�� ' ' // / \♦\ �10_ --- -- "' I ............ TYPICAL EXTERIOR WALL FOUNDATION. I ::rt "/ • ALL DIMENSIONAL FRAMING LUMBER USED SHALL BE CONSTRUCTION ' SPF NO.2 WITH MIN.E-IAE6 • DOUBLE ALL JOISTS UNDER PARTITIONS. I / /I \♦ \\ --------- LINEN BEDROOM#3 ♦ i C TYPICAL ROOF CONSTRUCTION • LAMINATED ARCHITECTURAL ASPHALT ROOF SHINGLES ,° ♦ ' o a • ICE C WATER SHIELD WHERE INDICATED ON ROOF PLAN I 1 �/, ♦♦ 0 vg • �"ZIP SYSTEM ROOF 514EAT14ING W/JOINTS TAPED I SFi� I I I I �� I O a • 2X12 ROOF RAFTERS @ 16"O.C.(U.N.O.)W/.MIN.2 X b COLLAR TIES-SEE STRUCTURAL DRAWINGS. _ 2r� ND FLR T.O..SUB-FLOOR _-' -- - -y---_--- --___—__ • 2X8 CEILING JOISTS @ 16'O.C.(V.N.O.).-SEE -Y ELEV-57'LO 5/8° , -- , STRUCTURAL DRAWINGS. I X 12 PVC COLUMN i Z w • HURRICANE CLIPS AS INDICATED ON DRAWINGS. WRAP,"PAINTED OVER LL • R-40(6'±)CLOSED CELL SPRAY FOAM INSULATION P.T.WOOD POST-SEE I 1 I I a°I U STRUCTURAL DRAW Z SHINGLE CAP INGS. ' --- __-__---_ ' (R-6.75 PER INCH) - I , � • . - ` • PRE-FINISHED ALUMINUM DRIP EDGE AND}ROUND FIBREX/WOOD a GUTTERS W/DOWNSPOUTS, LOCATIONS AS INDICATED. COMPOSITE WINDOWS- PORCH I FAMILY/GREAT ROOM I I J w SEE WINDOW SHCW BEDROOM 02 I I TYPKAL DECK I Z 2 I I , CON TRUCTION I 3 TYPICAL EXTERIOR f I I I U 'r:,,' TYPICAL FLOOR CONSTRUCTION WALL CONSTRUCTION I CONSTRUCTION • �°TKz ADVANTECH VIP+SUB-FLOOR, GLUED 6 NAILED ON ' TYPICAL PORCH III'DEEP OPEN WEB WOOD JOIST FLOOR FRAMING 010 CONSTRUCTION I is I � I I i I O I.E O.C.(SEE STRUCTRAL DRAWINGS) IS�T FLR(T O_SUB-FLOOR) _ I I I �E� • �'BLUE BOARD W/VENEER PLASTER(SMOOTH)ON Iz3 -- yELEV-46: TO.P(TRC�1 - J_ --- .,,,; - -- --- - :::: - YO"CR— '�E 4 I _- .... ._ :m ::::..::.:.... STRAPPING.@ 16"O.C. E '=S:'. i .. _.... i iE�'"LEV.g5'-5" • FORMALDEHYDE FREE FIBERGLASS SOUND BATT.IN5UL. , FOR SOUND ATTENUATION • R-50(7X"±)CLOSED CELL SPRAY FOAM INSULATION - _. CONCRETE PIER/FOOTIN - 1;. Tf (R-6.75 PER INCH)AT FLOORS ABOVE UNCONDITIONEED SYSTEM-SEE STRUCTU SPACE. DRAWINGS MECHANICAL/ i- TYPICAL INTERIOR WALL ASSEMBLY TI ELECTRICAL ROOM I I OFFICE • 2X4 SILL W/(2)2z4 TOP PLATE AND 2X4 WALL STUDS II J AT 16'O.0 UNLESS NOTED OTHERWISE TYPICAL FOUNDATION 7 f: I I I I I 4,.. I wLU • FORMALDEHYDE FREE FIBERGLASS SOUND BATT BASEMENT FLOOR CON5TRW ON INSULATION AT ALL INTERIOR BATHROOM 14ALLS I - I i I • �°BLUE BOARD W/VENEER PLASTER(SMOOTH), __ BSM'IT T.O.SLAB) -_------i _ I �_---_-_y_ _--_ Q PAINTED TYP. - 6'_3— .. I .: ... .. - - I — z ._..... ., ., , i W C Q C I G �-----------_---------._ _ _ _ �-__________ •. TYPICAL DCTE)1O WALL ASSEMBLY - - SECTION TI-IROUGJ-I BEDROOI"I #2 / FAI"IILY — GREAT ROOI"1 - z Q N • 2X6 (2)2z6 TOP PLATE - A SCALE I/4' I'-0 W �✓ W z J • 2X6 WALL STUDS @ 16°O.0 Q _ • R-35(5.2"1)'CLOSED CELL SPRAY FOAM INSULATION m - - (R-6.75 PER INCH) - Lu N O co • �°ZIP SYSTEM WALL SHEATHING W/ALL JOINTS TAPED. t~ L1. W I �✓ AND 15 LB.ASPHALT SATURATED FELT UNDERLAYMENT - - " Q O W • PRE-STAINED R 4 R WHITE CEDAR SHINGLE SIDING, - 5'TO THE WEATHER - - - W w Z W • VERTICAL 51/°AZEK V-GROOVE SIDING, PAINTED, WHERE, - - .:.. _ INDICATED. • �°BLUE BOARD W/VENEER PLASTER(SMOOTH);PAINTEDCL TYP.(�'TYPE'X'@ GARAGE). ; 12 /\ _ 2 - co .. - 51'„f -`-Mid 12 na.l 0C TYPICAL ROOF CONSTRUCTION. ...::ici'"` / / \' y "iil=� 4�a _____________ Ly00 .......... TYPICAL FOUNDATION CONSTRUCTION _ .= ,__ ____ _,,,_;;;:"""'' / / � ♦ - __ ' • 10°THICK REINFORCED CONCRETE FOUNDATION WALL ON '" - i •� ::�_" 12 // / ATTIC � ♦ 12 . CONTINUOUS 24'X 10'REINFORCED CONCRETE FOOTING, � i � � - ;;""''" 10�/ // ♦�"♦�I .......... U.N.O.(SEE STRUCTURAL DRAWINGS) - - I __ / ♦ ""�"�:-: - TYPICAL EXTERIOR WALL ""''I�-"� _ • BITUMINOUS DAMP-PROOFING(FROM,B.O.FOOTING TO CONSTRUCTION - GRADE)ON EXTERIOR OF FOUNDATION WALL • (2)2 X 6 P.T.MUD SILL ON FOAM SILL 5EALER/GA5KET. - I / �� �� ♦♦ 'i / ." WITH r ANCHOR BOLTS AT 24'O.C.THROUGH}'X 3'X 3'GALV.PLATE WASHERS(SEE STRUCTURAL DRAWINGS) _ TITLE: • 2 X 4 STUD WALL ON INSIDE OF FOUNDATION(AS ------- r I / BEDROOM 44 �� ♦♦I INDICATED)W/4"(R-25 MIN.)CLOSED CELL SPRAY FOAM INSULATION(R-6.75 PER INCH);MAINTAINI}'±VOID IN STUD WALL CAVITY FOR WIRING. i- 12 • 4'CONCRETE SLAB(SEE STRUCTURAL DRAWING5)ON. BUILDING 6 MIL POLY VAPOR BARRIER WITH SEAMS OVERLAPPED � � � � '" ' � � - 18°AND TAPED,OVER 2'(R-10)XP5(EXTRUDED _ 2ND FLR T.O.SUB-FLOOR ___ _ -_ - I SECTIONS —Q�— L-- ---)------ —'---- -- INSULATION OVER 8'CRUSHED STONE. - T , IX PVC COLUMN WRAP PAINTED OVER P.T. WOOD POST-SEE. TYPICAL DECK/ PORCH CONSTRUCTION STRUCTURAL DRAWINGS I • 2 X P.T.FRAMING AT Ib'O.G., U.N.O.(SEE STRUCTURAL I I I I (r' `I DATE ISSUED: DRAWINGS). I I , I I 104/08/2013 • B(SUEILET II III I FAMILY/GREAT R OOM - i I II CTOYPI ICAL DECK II. REVISIONS: REINPORCH BEAMS ON 10'0: FORCED CONCRETE PIERS W/20'BIGFOOT FOOTINGS, ENTRY STRUCTIONPORCH 04/19/201 3 PRICINGSTRUCTURAL DRAWINGS). TYPICAL FLOOR X 6 IPE'DECKING W/CONCEALED FASTENER SYSTEM TYPICAL PORCH I , CONSTRUCTION i I I 1 05/20/2013 S.F.REDUCTION A AND PENETRATING TRANSPARENT FINISH. CONSTRUCTION I II I I I • Li 4 X 4 P.T.RAIL POSTS ET I X MAHOGANY TRIM WRAP L -- AND POST CAPS W/PENETRATING TRANSPARENT FINISH. L_R T,O.SUB-FLOOR i I I _I • MAHOGANY TOP 6 BOTTOM RAILS W/2 X 2MAHOGAN7 ELEV-46' TCH .f' I 1',T.J�DECK— S BALUSTERS W/PENETRATING TRANSPARENT FINISH - ELEV-45'-5' I I I I h�ELEV-45'-5" • I X CELLULAR P.V.C.EXTERIOR STAIR RISERS AND DECK 9TRIM, PAINTED. CONCRETE PIER FOOTING I ' SYSTEM-SEE STRUCTURAL �I J; i �� i i I i � W E DRAWINGS ; J: , II � I i � I � DRAWN BY: SW/TWS I:: I _z 0 PROJECT#: yp 'I li I FAMILY ROOM 1 I I @@@ TYPICAL FOUNDATION DRAWING NO.: BASEMENT FLOOR CON5T�2UCTION I�. II I I I �" I � . B T T.O.SLAB I—" Y _�_ 1 I ELEV I o _ o A I � I w B SECTION THROUGH MAIN STAIR / FAMILY — GREAT ROOM U JI - - SCALE I/4° I'-0° " 3 . I Lr .. STAMP:- A111-1 II II II II II II II II I * a ` II JI II II II II. II II 1 12 _. 1 Il II II II II II II II I - STONE MA50NRY CHIMNEY I II II I II WITH„COPPER BASE,-STEP II II II II II 12 AND-COUNTER FLASHING$ .,a .. 12 Ti F II II II II II II II 11` 11 4. TYPICAL ROOF _ \" u J ' _-_1 BEDROOM#4 d CONS UCTION ATTIC 1012 ?_ 0 -------- 12 --_` FAa.b .05U 10� Oe =FLOOR) i/,Is 11 TYPICAL ROOFR ATTIC I ELEV=57-TO 5B it CONSTRUCTION Z 2ND FL5RT(TSUB-FLCR 1 -- _ _-__ _-_ _---_ _ ___-_-_-_-__ __ - -Oa d<L5 111 II II II Af II II II I — - - F- - _ n Z TYPICAL DECK. - Q - I" I 'FIBRIX./WOOD .O U w O LV W COMPOSITE WINDOW- C, . �b CONSTRUCTION d It o = SEE WINDOW SCHEDULE NAMASTER BEQR . _ A o SUITE. o'`' FAMILYR�/C�REAT 'o SUITET. o m o .. ■� 3 g g T -TYPICAL EXTERIORNO -WALL CONSTRUCTION �� N IR(T.O_SUB-FLWR� -_ _ _-.-_- _-_-_ __ _ _ 1 _._:LRb T.O.511H-FLOORi - YELEV-46' __- _ Y EV 4 I i I5T f 2 ELEV=4: I I -' I 1 W � - • I'i TYPICAL FOUNDATION NFIN1514ED FAMILY RM MECNRM#2 IW ' BASEMENT FLOOR CONSTRUCTION -W � m 7 II II m I J - V TYPICAL DN/ m •`- m I _ I Q &45EMEN FLOOR m I. w CONSTRU ION I _ _ SLABZ w C TTO SABZ NT O __-_-__ C to .... z CONCRETE PIER/FOOTING W L1..1 W L1J SYSTEM-SEE-STRUCTURAL - � -' DRAWINGS - 0 Z SECTION TNROUG PIASTER BEDROOM .SUITE 1 SECTION THROUGH MASTER BEDROOM SUITE OO m � _ in J C SCALE I/4'. _.p-0" • - D .SCALE I/4" 1'-On W O m > o p Lu d5 Z LZ z I-- OU L„ . NOTE: - TYPICAL EXTERIOR WALL A55EMBLY - m • 2X6 SILL/(2)2.6 TOP PLATE' - - - O CD • ALL WORK SHALL BE IN COMPLIANCE W/THE . 2X6 WALL STUDS @ 16'O.0 - - - Lv 0 INTERNATIONAL RESIDENTIAL CODE 2009(IRC)WITH . R-35(5.2°±)CLOSED CELL SPRAY FOAM INSULATION - - II'-B' MA55ACHUSETTS AMENDMENTS. (R-6.75 PER INCH) - •'CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE.t • �"ZIP SYSTEM WALL SHEATHING W/ALL JOINTS TAPED COORDINATE W/DESIGNER PRIOR TO CONSTRUCTION. AND IS LB.ASPHALT SATURATED FELT UNDERLAYMENT •CONTRACTOR TO VERIFY ALL BEARING LINES ARE • PRE-STAINED R t R WHITE CEDAR SHINGLE SIDING, ,::✓" _ - _... CONTINUOUS t PROPERLY TRANSFERRED TO 5"TO THE WEATHER 12 - • VERTICAL 5 ._... FOUNDATION. 'AZEK V-GROOVE SIDING, PAINTED, WHERE - - 101212 •'ALL DIMEN51ONAL FRAMING LUMBER USED SHALL BE INDICATED. 3 _ 136 3 TITLE:SPF NO.2 WITH MIN.E=IAE6 - • "BLUE 50ARD'WA VENEER PLASTER(SMOOTH), PAINTED - - - - - • DOUBLE ALL JOISTS UNDER PARTITIONS. TYP.(I°TYPE"X"@ GARAGE). - -- ,1 --. ATTICi' . TYPICAL ROOF TYPICAL FOUNDATION CONSTRUCTION. _ CONSTRUCTION m.:,, I _ __I._______ - TYPICAL ROOF CONSTRUCTION ----- - - ---- • 10°7NICK REINFORCED CONCRETE FOUNDATION WALL ON I -:" ' i BUILDING LAMINATED ARCHFFECTURAL A5PHALT ROOF SHINGLES -1 ` ' SECTIONS CONTINUIX/5 24"X 10°REINFORCED CONCRETE FOOTING; - • ICE t WATER SHIELD WHERE INDICATED ON ROOF PLAN - - I - ' ' U.N.O.(SEE STRUCTURAL DRAWINGS) ' • "ZIP SYSTEM ROOF SHEATHING W/JOINTS TAPED. BITUMINOUS DAMP-PROOFING(FROM.B.O.FOOTING TO - • 2x12 ROOF RAFTERS @ 16°O.C. (U.N.O.)W/MIN.2 X 6 GRADE)ON EXTERIOR OF FOUNDATION WALL COLLAR TIES-SEE STRUCTURAL DRAWINGS. (2)2 X 6 P.T.MUD SILL ON FOAM SILL SEALER/GASKET • 2X5 CEILING JOISTS @ 16'O.C.(U.N.O.)-SEE WITH 9'.ANCHOR BOLTS AT 24'O.C.THROUGH i'X 3"X STRUCTURAL DRAWINGS. I I BATH#2' KITCHEN w 3' GALV.PLATE WASHERS(SEE STRUCTURAL DRAWINGS) FIBRIX/WOOD r - I • HURRICANE CLIPS AS INDICATED ON DRAWINGS. - • 2 X 4 STUD WALL ON INSIDE OF.FOUNDATION(AS COMPOSITE WINDOW-+ I _ g I DATE ISSUED; • R-40(b"±)CLOSED CELL SPRAY FOAM INSULATICtJ - SEE WINDOW SCHEDU IE I 0. - I ; g I INDICATED)W/4°(R-25 MIN.)CL05ED CELL SPRAY 4 I _ I 04/08/2013 (R-6.75 PER INCH) _ I - , i • SHINGLE CAP FOAM INSULATION(R-6,75 PER INCH);MAINTAIN 1�'±VOID I � REVISIONS: IN STUD WALL CAVITY FOR WIRING. TYPICAL EXTERIOR i - • PRE-FINISHED ALUMINUM DRIP EDGE AND}ROUND , q°CONCRETE SLAB(SEE STRUCTURAL DRAWINGS)ON WALL CONSTRUCTIONI I i 04/19/2013 PRICING zGUTTERS W/DOWNSPOUTS, LOCATIONS AS INDICATED. . 6 MIL POLY VAPOR BARRIER WITH SEAMS OVERLAPPED - I5T FLR(T.O_Su ' I 05/20/2013 S.P.REDUCTION 15'AND TAPED,OVER 2°{R-10)XP5(EXTRUDED B _ `-- ---- -OR)-_-_1 S TYPICAL FLOOR CONSTRUCTION POLYSTYRENE)INSULATION OVER a°CRUSHED STONE. I I - 3� •'T'T6G ADVANTECH VIP+SUB-FLOOR, GLUED t NAILED ON ll�'DEEP OPEN WEB WOOD JOIST FLOOR FRAMING.@ 16"O.C.(SEE STRUCTRAL DRAWINGS) TYPICAL DECK/POR H CONSTRUCTION COLUMN ON REINFORCED ' w • S'BLUE BOARD W/VENEER PLASTER(SMOOTH)ON Iz3 2 X P.T.FRAMING AT 16"O.C., U.N.O.(SEE STRUCTURAL CONCRETE FOOTING SEE J. i F T R FITN F 1 i W DRAWN BY: STRAPPING @ 16"O.C. DRAWINGS). STRUCTURAL DRAWINGS :I? I- I • FORMALDEHYDE FREE FIBERGLASS SOUND BATT WSUL. I BASE NT iv I ,N SW/TWS - FOR SOUND ATTENUATION BUILT-UP 2 X P.T.DECK/PORCH BEAMS ON 10°P T - {' - _ ' �` Z PROJECT#: • R-50(UND CLOSED CELL SPRAY FOAM INSULATION REINFORCED CONCRETE PIERS W/20'.BIGFOOT FOOTINGS. TYPICAL FOUNDATIONi/ {> I i . ' I (R-6.7 (SEE STRUCTURAL.DRAWINGS)5 PER INCH)AT FLOORS ABOVE UNCONDITIONEED BASEMENT FLOOR SPACE. 9 X 6 IPE DECKING W/CONCEALED FASTENER SYSTEM CONSTRUCTION a= AND PENETRATING TRANSPARENT FINISH. I I RAWING NO.. �^ 1 'I BBOY T.O,ffiAB I .. • 4 X 4 P.T.RAIL K/PE W/1 X MAHOGANY RIM WRAP ELEV=36-3 - • AND POST CAPS W/PENETRATING TRANSPARENT FINISH. � � „ I MAHOGANY TOP t BOTTOM RAILS W/2 X 2MAHOGANY ----------- BALUSTERS i - ' W/PENETRATING TRANSPARENT FINISFI ------ ---'� N� I X CELLULAR P.V.C,EXTERIOR STAIR RISERS AND DECK .�o A3 . 2 Sg TRIM, PAINTED, - - SECTION THROUGH KITCHEN / BATH #2 - .. SCALE 1/4" = I'-O" - O1 U� Ln , r - STAMP:. TYPIC L EXTERIOR WALL ASSEMBLY o NOTE: 2X6 SILL/(2)2.6 TOP PLATE • ALL'WORK-SHALL BE IN COMPLIANCE W/THE . .2X6 WALL STUDS @ 16'O.G c I INTERNA"FIONAL RESIDENTIAL CODE 2009(IRC)WITH R-35(5,2'1)CLOSED CELL SPRAY FOAM INSULATION N0 7769 z w` MASSACHUSETTS AMENDMENTS. (R-6.75 PER INCH) h ' , o^ CONTRACTOR TO VERIFY ALL DIMENSIONS ON 51TE 6 . 1/"ZIP SYSTEM WALL SHEATHING W/ALL JOINTS TAPED COORDINATE w/DESIGNER PRIOR TO CONSTRUCTION- AND 15 LB.ASPHALT SATURATED FELT UNDEPLATMENT . CONTRACTOR TO VERIFY ALL BEARING LINES ARE PRE-STAINED R 6 R WHITE CEDAR SHINGLE SIDING, CONTINUOUS 4 PROPERLY TRANSFERRED TO 5" TO THE WEATHER FOUNDATION. VERTICAL 5?AZEK V-GROOVE SIDING, PAINTED, WHERE • ALL DIMENSIONAL FRAMING LUMBER USED SHALL T3E INDICATED. . ALL DI 2 WITH MIN. MI GL Ij.BLUE BOARD W/VENEER PLASTER(SMOOTH), PAINTED SPF• DOUBLE ALL JOISTS UNDER PARTITIONS. TYP.(8'TYPE"X'@GARAGE). - - C TY A FOUNDATION CONSTRUCTION PI m ctO,, TYPICAL ROOF CONSTRUCTION • LAMINATED ARCHITECTURAL ASPHALT ROOF SHINGLES 10"THICK REINFORCED CONCRETE FOUNDATION WALL ON LAMI • ICE WATER SHIELD WHERE INDICATED ON ROOF PLAN CONTINUOUS 24"X IO'.REINFORCED CONCRETE FOOTING, U.N.O.(SEE STRUCTURAL DRAWINGS) 8°ZIP SYSTEM ROOF SHEATHING W/JOINTS TAPED. BITUMINOUS DAMP-PROOFING(FROM B.O.FOOTING TO • 2z12 ROOF RAFTERS @ 16'O.C.(U.N.O.)W/MIN.2 X 6' GRADE)ON EXTERIOR OF FOUNDATION WALL 0 COLLAR TIES-SEE STRUCTURAL DRAWINGS. (2)2 X 6 P.T.MUD SILLON FOAM SILL 5EALER/GASKET LL • 2XB CEILING JOISTS @ 16'O.C.(U.N.O.)-SEE WITH a°ANCHOR BOLTS AT 24'O.C.THROQC14 "X 5"X � � � � � _ �yy STRUCTURAL DRAWINGS. LL " • HURRICANE CLIPS AS INDICATED ON DRAWINGS. 3°GALV.PLATE WASHERS(SEE STRUCTURAL DRAWINGS) • ON R-40(6'±)CL05ED CELL SPRAY FOAM INSULATION I' X 4 STUD WALL(R INSIDE OF FOUNDATION(AS (R-6.75 PER INCH) NDICATED)W/4° -25 MIN.)CLOSED CELL SPRAY � .. j Z • SHINGLE CAP FOAM INSULATION(R-6.75 PER INCH);MAINTAIN 1}°±VOID o- • PRE-FINISHED ALUMINUM DRIP EDGE AND h ROUND IN STUD WALL CAVITY FOR WIRING. `n 4'CONCRETE SLAB(SEE STRUCTURAL DRAWINGS)ON ^ GUTTERS W/DOWNSPOUTS, LOCATIONS AS INDICATED. • ~ 6 MIL POLY VAPOR BARRIER WITH SEAMS OVERLAPPED J�_ < 18'AND TAPED, OVER 2'(R-10)XPS(EXTRUDED POLYSTYRENE)INSULATION OVER 5'CRUSHED STONE. ~ TYPICAL FLOOR CON5TRUCTION O U • r TQG ADVANTECH VIP+SUB-FLOOR, GLUED 6 NAILED ON m Ili-DEEP OPEN WEB WOOD JOIST LFLOOR FRAMING.@ I6" O.C.(SEE STRUCTRAL DRAWINGS) TYPICAL DECK/ PORCH CONSTRUCTION - •� g` • 7/"BLUE BOARD W/VENEER PLASTER(SMOOTH)ON 1.3 • 2 X P.T.FRAMING AT Ib'O.C.,U.N.O (SEE STRUCTURAL - ■B STRAPPING @ 16'O.C. DRAWINGS). •� •'FORMALDEHYDE FREE FIBERGLASS SOUND BATT INSUL . BUILT-UP 2 X P.T. DECK/PORCH BEAMS ON.10"m FOR SOUND ATTENUATION REINFORCED CONCRETE PIERS W/20°BIGFOOT FOOTINGS - • R-50(YXs"±)CLOSED CELL SPRAY FOAM INSULATION (SEE STRUCTURAL DRAWINGS). (R-6.75 PER INCH)AT FLOOR5.ABOVE UNCONDITIONEED SPACE. j X 6 IPE DECKING W/CONCEALED FASTENER SYSTEM AND PENETRATING TRANSPARENT FINISH. • 4 X 4 P.T.RAIL P05TS W/I X MAHOGANY TRIM WRAP - -AND POST CAPS W/PENETRATING TRANSPARENT FINISH. • MAHOGANY TOP!BOTTOM RAILS W/2 X'.2 MAHOGANY W W BALU5TER5 W/PENETRATING TRANSPARENT FIN15H - • I X CELLULAR P.V.C.EXTERIOR STAIR RISERS AND DECK - .. TRIM, PAINTED. w W Q z Q N - LLL LLl W - 0 C m z J f uj ul pw Off . Lu Lu i '::;:: 12 10' ------------- II S° II-8 4f F ATTIC LINE OF'�21DGE,IN 7t9z I .. ,. / i I Lu FOREGROUND d co — --- ———— ; CD 12 Oco 12 I 2-D-- ---- -- BEDROOM k5 5ITTI IiI EA TYPICAL 2F AC SLINOF aD CONSTRU�TION N•u W ru II;I . D FL TITLE: ETYPICAL _-ROOF ETI1'IIIt�I II; ._7IF{:-.; _ ,x...::1-jI�LI,`.,•'',,..d,1:.2.=�'=mIg�-I;i_IF'fIL-.--J..IiI;iIII iIi-E='.-...:-p= F..S.„E- .I.-N**E.._..T - 'IIII1I'iIi'I;IiI TYPICAL YP INLC EA.VLI=N 4SR5UO'-LOF 1. 1 - _ —'--•'�--.—l——l.—.�—IIIII,II IIIIII ..IIIIIIII ISEO I CONSTRUCTION 2 G—OAG— 1.- ——J—IIIIIiI IIIiI'1ir 1I '. 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DRAWINGS w m CELLULAR P.V.C.V-GROOVE 12 ARCHITECTURAL ASPHALT SHINGLES SOFFIT, PAINTED \� '\ 4 OVER UNDERLAYMENT-SEE ROOF \ PLAN OVER I'ZIP SYSTEM ROOF1.10 ct5 0 0 PVC FREIZE \ SHEATHING - O .1.6Ix6 PVC @HEAD W/HD FLASHING � /` 6"PREFINISHED ALUMINUM HALF U ROUND GUTTER SYSTEM HEADER W/1'RIGID INSUL. - \ SEE STRUCTURAL DRAWINGS �"BLUEBOARD W/VENEER Z _ IBE/WOOD COMPOSITE WINDOWS- - PLASTER(SMOOTH), FR \ Ixe FASCIA WITH ix3 TRIM w SEE WINDOW SCHEDULE AND DETAILS - PAINTED OVER I X 3 u.. m ,� ,STRAPPING AT 10 O.C. \ CELLULAR P.V.C., PAINTED U I � CAP 514INGLES OVER 4 LB LEAD FLASHING \ I X 6 T4G V-GROOVE SOFFIT Z . 2 X LEDGER BOARD-SEE / / J \ - J w <% STRUCTURAL DRAWINGS PAINTED Ix FREIZE, CELLULAR P.V.C., Z STRUCTURAL t= o STAIR GUARD RAIL-SEE INTERIOR ELEVATIONS AND - - DETAILS SINGLE CONT.TOP PLATE @INSUL. C \ - - N ' 2 X CURVED FRAMING GLUED/ - - N HDR, 3 2x6 Fl6RIX WOOD COMPOSITE WI RAILED TO TOP OF RAFTERS - / NDOWS OF--q SEE WINDOW SCHEDULE AND DETAILS 2 X'GURVED FRAMING GLUED "LED - 2 X 6 STUDS AT 16'O.C.W/CL05ED .TO TOP OF RAFTERS CELL SPRAY FOAM INSUL.(R-35 MIN.) - 2 X ROOF RAFTERS -SEE PRE-STAINED WHITE CEDAR SHINGLES, STRUCTURAL DRAWINGS 5°T.W.OVER J'ZIP SYSTEM WALL 12 5HEAT14ING W/SEAMS TAPED 2 X 4 RAFTER TAILS AT 16'O.C. 5 ... 2ND FLR T.O_SUB_-FLOO)R_@ GARAGE W LLj ARCHITECTURAL ASPHALT SHINGLES - OVER UNDERLAYMSP -SEE ROOF '...,' ..... .......... ,,,,,, ,,, — LEV-56'-7 1/2' PLAN OVER I"ZIP SY5TE1 ROOF _ _ SHEATHING T6G ADVANTECH SUB-FLOOR, GLUED C� W 6 NAILED OVER 111'DEEP OPEN WEB - ,W` G > C� 6"PREFINI5HED ALUMINUM HALF WOOD FLOOR JOISTS AT 16'O.C. (SEE U EL- G Q ROUND GUTTER SYSTEM J. STRUTRAL DRAWINGS)W/CLOSED CELL SPRAYFOAM INSUL. -\� W L W W • STEEL BEAM-SEE STRUCTURAL �_.L - - 0 111 Z J m DRAWINGS CE FASCIA WITH Ix3 TRIM O m CELLULAR P.V.C., PAINTED I \ C LL 0 O w GARAGE DOOR BEYOND-SEE DOOR I X 6 T4G V-GROOVE SOFFIT AND SCHEDULE EXPOSED FIR 2X4 RAFTER TAILS _ 'u6 AT I6°O.C: �. I STAIR CONSTRUCTION W/ Lu W INEDZ W 1 X 10 PVC FREIZE o, I I I I POPLAR RISERSZ" OAK TREADS , PAINTED z W 0 TI ZN POLYURETHANED AND .I I I O 00 00 - s = �- ✓� FIBRIX/WOOD COMPOSITE WINDOWS- _ - SEE WINDOW SCHEDULE W/9 X 5 I� I I I I I I .. I" ZZ CELLULAR P,V.C..CASING, APRON AND HISTORIC SILL, PAINTED CONCRETE SLAB ON GRADE W/WWF REINFORCING OVER 6 MIL POLY VAPOR BARRIER. SLOPE DOWN'I"TOWARD5 lZ TITLE: DOORS - §X 6 IPE DECKING W/CONCEALED PRE-STAINED WHITE CEDAR SHINGLES I FASTENER SYSTEM 8 TRANSPARENT FINISH ON P.T.FRAMING-SEE 5"T.W.OVER 1J°ZIP SYSTEM WALL STRUT DRAWINGS WALL SECTIONS SHEATHING W/SEAMS TAPED � � ' 2 X 6 5TUD5 AT 16"O.C. ( ( ( I — _ I BEAM ON BEYOND-5EE ST UCT. TV O.WALL __ __ ELEV�46' DRAWINGS T.O.GARAGE SLAB. Z 1' FINISHED GRADE SEE CIVIL DRAWINGS � /////////� \//\//// �• '. DATE ISSUED: 04/08/2013 r. .....:\\:\\\i\\\/ .\\i i\\\i,\\j i\\\i\\i\\i�\j\\j\�' 04/19/2013 PRICING 05/20/2013'S.F.REDUCTION BITUMINOUS DAMPR PROOFING FROM 51 REINFORCED CONCRETE FOUNDATION GRADE TO BOT.OF FOOTING AND FOOTING-SEE STRUTURAL \ "\�/\-Y DRAWINGS W/BITUMINOUS /\\//\� \\�/\l 4"THICK REINFORCED CONCRETE SLAB s DAMPPROOFING FROM FOOTING TO \\�\. OVER 6 MIL POLY VAPOR BARRIER "DRAAN BY: - GRADE //i a _ \/ OVER 2°XPS RIGID INSUL OVER 6° / TWS . \\ CRUSHED STONE, COMPACTED PROJECT#: -- g //\\//� '•c :�\\�/�"' REINFORCED CONCRETE FOUNDATION AND FOOTING-SEE DRAWING NO.: \ \\// \\% STRUCTURAL DRAWINGS W/ APPROVED UNDISTURBED SUB-GRADE i\/i\, � -OR-COMPACTED CRUSHED STONE BITUMINOUS DAMPPROOFNG i SEE STRUCTURAL DRAWINGS ,DWALL SECTION WALL SECTION APPROVED ACTED CRUSHBEDED D STONE A4 . 5 . y sou.E 3N .I'-o Q SEE STRUCTURAL DRAWINGS STONE- _ SfALE W4' L Nkn.Mi3 Iw. 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TYPE TYPICAL EXTERIOR WALL CONSTRUCTION ' A ANDERSEN A-SERIES A0142O50 DOUBLE NUNG 2'-0° 5'-O" WHITE ALUMINUM CAP FLASHING ' B ANDERSEN A-SERIES ADW2O50 DOUBLE HUNG 2'-O° 5'-0" -- - (3)2x HEADER AS REQUIRED C ANDERSEN A-SERIES ADH3250 DOUBLE HUNG 3'-2- 5'-O° CELLULAR PVC SILL BY STRUCTURAL DRAWINGS W/WHITE ALUMINUM W/P TH.RIGID INSULATION CAP FLASHING. .. D ANDERSEN A-SERIES ADH3450 DOUBLE HUNG V-4' 5'-0. -- WHERE SHOWN ON - POPLAR CASING, PAINTED- E ANDERSEN A-5ERIE5 ACW2534 CASEMENT 2'-W V-6" ELEVATIONS .SEE TYPICAL INTERIOR TRIM PROFILES I x 6 CELLULAR,P.V C: F ANDERSEN A-SERIES (2)ACW2650 CASEMENT 5'-0" 5'-O" USE LVL REINFORCED MULLION LOW-RISE EXPANDINGOfCASING, PAINTED w FOAM INSULATION TO G NOT USED NOT USED - BACKER ROD AND 1 FILL VOID 14 - SEALANT.PER WINDOW a� m - 66 H ANDERSEN A-5ERIES ACW2634 CASEMENT 3'-O° 3'-8" -- MANUFACTURER'5 U� INSTRUCTIONS 0 i J ANDERSEN A-SERIES APWA45D PICTURE 4'-4° 3'-8" -- EXTENSION JAMB, - U PAINTED U K ANDERSEN A-SERIES AAN3428 AWNING 3'-4" V-8" -- - D WOOD WINDOW, INSTALLED Z L NOT USED NOT USED PE MANUFACTURER'Sli INS UCTION5 .. M ANDERSEN A-SERIES AAN2828 AWNING 2'-B" 2'-0° -- A TYP. WINDOW HEAD DETAIL _ Z N ANDERSEN A-SERIES ATF281B TRANSOM 2'-W I'-B° -- O - - Z P .ANDERSEN A-SERIES ATF301B TRANSOM 3'-0" I'-e° SELF-ADHESIVE'MEMBRANE — �Z Q ANDERSEN A-5ERIE5 ATF3210 TRANSOM - 3'-2" I'-W -- FLASHING AT ALL WINDOW jO U .: OPENINGS ADHERE INTO ROUGH TYPICAL EXTERIOR WALL R ANDERSEN E-SERIES 2 CUSTOM TRANSOM 5'-10" I'-8" SEE NOTE 9 OPENING AND EXTEND PAST - m Q p ( ) CONSTRUCTION EDGE OF TRIM BY'3'MIN - - 3 5 ANDERSEN E-SERIES CUSTOM TRANSOM 6'-0" 'I'-8" SEE NOTE 9 SIDING, REFER TO ELEVATIONS FOR POPLAR CASING, PAINTED SOLATUBE TYPE SEE TYPICAL INTERIOR TRIM '�B n T SOLATUBE D5E - 14" SKYLIGHT PER MFR PER MFR OPTIVIEW DIFFUSER PROFILES I x 5 CELLULAR.P.V.C. LOW-RISE EXPANDING V BROSCO GARAGE TRANSOM FIXED TRANSOM 9'-O" I'-4° -- CASING, PAINTED, FOAM INSULATION TO BACKER ROD AND r FILL VOID - W ANDERSEN A-SERIES ACW2B3B CASEMENT 2'-e" 3'-B° -- SEALANT PER WINDOW- � - 3'_21'. 2_0" MANUFACTURER'S I -- INSTRUCTIONS EXTENSION JAMB q CLAD WOOD WINDOW, INSTALLED A9.I LU WD INOW NOTES: PER MANUFACTURER'S w STRUCTIONS LJ I. ALL WINDOWS ARE ANDERSEN A-SERIES, WITH LOW'E'"SMART SUN'.GLASS(U-0.29, MINIMUM),.WHITE W/ ES TYP. WINDOW JAMB DETAIL W I _ Q Z scn��9•.l� H PRE-PRIMED INTERIORS(FIELD PAINTED), UNLESS NOTED OTHERWISE. - O W C > < 2. GRILLE PATTERNS ARE TO BE a°SDL, PEE RMANENTLY APPLIED INTERIOR t EXTERIOR W/SPACERS IN THE - - � , \ Z ` CONFIGURATIONS 514OWN ON THE ELEVATIONS. - U C Q G 3. ALL DOABLE NUNG WINDOW5 ARE TO HAVE STANDARD SASH LOCKS 4 KEEPERS,.WHITE FINISH.AWNING AND - CLAD WOOD WINDOW, INSTALLED III z Q CASEMENT WINDOWS TO HAVE FOLDING HARDWARE, WHITE, CONTEMPORARY STYLE. PER MANUFACTURER'S B _ W LyJ 4. ALL DOUBLE HUNG WINDOW SASH ARE TO HAVE(2)HAND LIFTS, WHITE FINISH. 5ELF-ADHESIVE INSTRUCTIONS A91 W W 5. ALL WINDOWS ARE TO BE PROVIDED WITH FULL SCREENS W/'TRU5CENE'SCREEN MESH AND WHITE ALUMINUM MEMBRANE FLASHING _ - 0_. � m J TURNED UP AT BACK m W FRAMES. - - EDGE AND AT JAMBS LOW-RISE EXPANDING U) 6. CONTRACTOR TO VERIFY ROUGH OPENINGS ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. FOAM INSULATION TO - _ W O W W I" 7. ALL WINDOWS WITHIN 24'OF THE FLOOR THAT HAVE SILLS LOCATED MORE THAN 72'ABOVE THE.FINI5HED GRADE — FILL VOIDS - 0.1 (OR ROOF BELOW)SHALL HAVE WINDOW OPENING LIMITING DEVICES.WINDOW OPENING LIMITING DEVICES SHALL BE BACKER ROD AND Qom( O W 5ELF ACTING AND SHALL PROHIBIT THE PA55AGE OF A 4'DIAMETER SPHERE THROUGH THE OPENING. SEALANT PER WINDOW a� z 8. ALL WINDOWS LOCATED IN HAZARDOUS LOCATIONS PER THE BUILDING CODE ARE TO HAVE TEMPERED GLASS. SEE MANUFACTURER'S �X POPLAR STOOL CAP W/ FLOOR PLANS FOR SPECIFIC LOCATIONS REQUIRING TEMPERED GLASS, INDICATED AS'TEMP". - INSTRUCTIONS _ BULLNOSE EDGE, PAINTED I LV Z W 9. TRANSOM WINDOWS LOCATED ABOVE FRENCH GLIDING PATIO DOORS ARE TO BE EAGLE'SASH SET"TRANSOMS X WOOD BLOCKING - z O U (CUSTOM SIZED), ARCHITECTURALLY CORRECT WITH PLANES AND.SIGHT LINES ALIGNING WITH TH05E OF THE CELLUALR P.V.C. - PATIO DOORS BELOW. HISTORIC SILL.OVER- POPLAR APRON, PAINTED- m W SEE TYPICAL INTERIOR TRIM. C I X 5 P.V.C.APRON,- • PROFILES Aa.i O CD PAINTED � - TYPICAL EXTERIOR WALL - 1 i SIDING RE O CONSTRUCTION ELEVATIONS FOR O TYPE .-...-�...-- TYP. WINDOW SILL DETAIL TYPICAL INTERIOR WINDOW ELEV. TITLE: WINDOW SCHEDULE - EXTERIOR SHEATHING, PRIOR TO & INSTALLING , SEA BETWEEN FRAMING H4NSHEATHING DETAILS - - TO PROVIDE AIR SEAL - ------- -°----------- MECHANICALLY - -FASTEN AS - NECESSARY IN DATE ISSUED: CORNERS ' O 04/08/2013 THROUGH � � .SILL PLATE MEMBRANE O REVISIONS: 2 (w New nsserel.r7 s; 04 19 2013 PRICING SELF ADHERED MEMBRANE O 05/20/2013 S.F.REDUCTION x /0 CORNER PATCH u CONTINUOUS BEAD O OF SEALANT BEHIND FLANGE DRAWN BY: I. INSTALL SILL FLASHING 2. APPLY SEALANT AT HEAD 4 JAMBS OF WINDOW 'PROJECT#: ' 3. INSTALL WINDOW, ATTACH PER MANUFACTURES REQUIREMENTS DO NOT FLASH OVE 4. APPLY JAMB FLASHING STRIPS BOTTOM NAILING FLANGE 5. APPLY HEAD FLASHING STRIP OVER FLANGE, SECURE TO DRAWING NO.: SHEATHING IF REQUIRED - - 6. APPLY METAL FLASHING 4 ADDITIONAL LAYER OF MEMBRANE FLASHING OVER IT WHERE REQUIRED. € =EP CONSTRUCTION SET A9 . 1 FLANGED WINDOWFLASHING / INSTALLATION DETAIL 5no/zol3 L r STAMP: DOOR SCHEDULE ° • o�°w`FE"��% , DOOR SIZE ROUGH OPENING NUMBER Manufacturer Model Swing Direction NOTES a NI,.7-rs9 WIDTH HEIGHT Thickness R.O.WIDTH R.O.HEIGHT DOUG FIR DOOR OI SIMPSON 37662 3'-O" 6'-10° 1 3/4" -- -- LEFT FRAMEpu WINDOW SCHEDULE MOVED TO SHEET A9.1 02 SIMPSON 37662 31-1" 6'-10" 1 3/4' -- -- RIGHT DOUG FIR DOOR 4 FRAME 03 SIMPSON 37662 V-B° b'-10° 1 3/4' -- -- RIGHT DOUG.FIR DOOR 4 . FRAME . ANDERSEN E SERIES FGP60610 6' O" W-10" 13/4" RIGHT 6 O 04 - -- -- - - --- -- 1 05 ANDERSEN E-SERIES 4PFGPI20610-OXXO II'-II"' '-10° 13/4" BI-PARTING C 06 ANDERSEN E-SERIES FGP60610 6'-O° b'-10° 13/4° -- -- LEFT -- r p7 ANDERSEN E-SERIES FGP60610 6'-0" 6'-10" 13/4" -- -- RIGHT -- a a a6 m OB CARRIAGE HOUSE DOOR C.O. SEMI-CUSTOM 9'-O" 8'-W 1 3/4" -- -- NA OH.SECT.VG CEDAR O .18 Oq .CARRIAGE HOUSE DOOR CO. SEMI-CUSTOM 9'-O" W-0° 1 3/4" -- -- NA ON SECT.VG CEDAR U 10 CARRIAGE HOUSE DOOR CO: SEMI-CUSTOM 9'-0" 7'-0' 1 3/4" -- -- NA OH SECT. VG CEDAR C) 20 MIN FIRE RATED Z II T14ERMA-TRU SMOOTH STAR S5Fg60 3'-W 6'-B" 1 3/4' -- -- RIGHT 'L DOOR 4 FRAME 20 MIN FIRE RATED. rn U 12 THERMA-TRU SMOOTH STAR 55F960 2'-B° 6'-e° 1 3/4". -- -- RIGHT DOOR 4 FRAME Z (n— 13 TRU-STILE TS4000.- MDF 2'-1" W-8" 1 3/4"a -- -- LEFT - -- - O'd _14 TRU-STILE T54000 - MDF 2--1" 6'-8" 1 3/4' -- -- RIGHT SEE NOTE B --'U a Z� s .. 15 TRU-S ff TILE T54000 - MDF 3'-0" b'-e° 1 3/4" -- -- RIGHT SEE NOTE B 2 - I6 TRU-STILE T54600- MDF V-4" 6'-8" 1 3/4' -- -- LEFT -- U U D f 17 TRU-STILE T54000 > MDF 2'-B" 6'-B° 1 3/4" -- -- RIGHT SEE NOTE B .B 03 g IB TRU-STILE T54000 - MDF 2'-10' 6'-B° 1 3/4' -- -- RIGHT 0 .. _ - - Iq TRU-STILE T54000 - MDF 2'-I0" 6'-8" 13/4" -- -- LEFT 20 TRU-STILE (2)T54000 - MDF. 4'-0" 6'-W 13/w, -- -- BI-PARTING SEE NOTE B _ - - 21 TRU-STILE (2)T54000 - MDF 5'-0" 6'-W 1 3/4, -- -- RIGHT - SEE NOTE 9 22 TRU-STILE (2)T54000 - MDF 5'-O° W-BW 1 3/4' -- -- LEFT SEE NOTE q� 23 TRU-STILE TS4000 - MDF 2'-8" 6'-W 1 3/4' -- -- LEFT -- 24 TRU-STILE (2)T54000 - MDF 4-4" 6'-8" 1 3/4" -- -- NA -- 25 TRU-STILE T54000- MDF 2'-10° 6'-W 1 3/4' -- -- LEFT - W 26. TRU-STILE T54000 - MDF 2'-10° 6'-8" 1 3/4' -- -- RIGHT SEE NOTE 8 W c - 27 TRU-STILE T54000 - MDF V-10" V-8" 1 3/4" -- -- RIGHT SEE NOTE 8 Q z _ .25 TRU-STILE T54000 - MDF V-10' 6'-8" 1 3/4' -- -- RIGHT. SEE NOTE 8 c~c W 29 TRU-STILE T54000- MDF 3'-01 6'-W 1 3/4' -- -- LEFT SEE NOTE 8 W G > c Q U 30 TRU-STILE 2 T54000 - MDF 6'-O" 6'-8" 1 3/4' -- -- BI-PARTING z Q 32 TRU-STILE T54000 - MDF- 2'-6" 6'-8" 13/4" -- RIGHT W� LL1 W J Lu 33 TRU-STILE T54000- MDF V-6° 0-B. 1 3/4" -- -- LEFT -- 0 m z J - 34 - TRU-STILE T54000- MDF 2'-6° 6'-B" 1 3/4' -- -- RIGHT SEE NOTE 8 100 LLI O LLf LL C 36 TRU-STILE TS4000 - MDF_ 2'-6° 6'-B" 13/4" -- -- - LEFT SEE NOTE B C Q O W 37 TRU-STILE .T54000 MDF 2'-6° 6'-8" 13/4" -- -- LEFT - -- 6 F— z 38 TRU-STILE T54000 - MDF 2'-O° 6'-e" 1 3/4" -- -- RIGHT -- W I--- z W 39 TRU STILE T54000 MDF 2'-6" 6'-B" 13/4" LEFT C O U 40 TRU-STILE T54000 - MDF V-e° 6'-B" 1 3/4' -- -- 'LEFT - 41 TRU-STILE T54000 _ MDF V-0° W-B° 1 3/4' -- -- RIGHT -- O CD 42 TRU-STILE T54000 - MDF 2'-W 6'-B° 1 3/4" -- -- LEFT -- 00 43 TRU-STILE T54000 - MDF 2'-W 6'-B" 1 3/4" -- -- LEFT 15ET ALL INTERIOR DOORS, EXTERIOR VENEER PLASTER FINISH - '� TRU-STILE T540OO - MDF 2'-6" 6'-81 13/4" -- -- LEFT -- CROWN MOLDINGS PAINTED- DOORS t WINDOWS TO ,(SMOOTH)-_PAINTED 45 TRU-STILE T54000 - MDF V-0" 13/4" -- -- RIGHT -- SEE{/q .3 ALIGN HEAD CASIN G - 46 TRU-STILE T54000 - MDF 3'-01, 6'-B" 1 3/4" RIGHT ' - - 47 1 'TRU-STILE (2) T54000 - MDF 5'-O" 6'-e° 13/4 -- -- LEFT' NOTE, 48 THERMA-TRU SMOOTH STAR 55g60 3'-5 W-W 1 3/4' -- -- BI-PASS -- TITLE: REFER TO I/A9.3 FOR MORE _ SPECIFIC INFORMATION ON — 49 TRU-STILE T54000 - MDF 3'-0' W-W 1 3/4' -- -- RIGHT - INTERIOR TRIM PROFILES - 31�" POPLAR STAFFORD 50 TRU-STILE TS4000 - MDF 2'-8" 6'-8W 1 3/4' -- -- LEFT -- DOOR SCHEDULE CASING 'PAINTED SEE _ _ _ __ __ 51 000 MD ' O° B° 13/4° LE'f_ L TRU-STILE 2)T54 F 5 6. F _1E TRIM PROFILES ON A9.3 ( 52 TRU-STILE T54000- MDF 2'-O' 6'-B° 13/4' -- -- BI-PASS - - SIMULATED DIVIDED LITES 53 NYSTROM, INC. MODEL NT ACCESS PANEL 3'-O° 3'-O" 1 3/4"' 3'-0-1/4" V-O 1/4" .LEFT -- INTERIOR TRIM DETAIL 3}"POPLAR STAFFORD W/J'. MUNTIN EARS 54 TRU-STILE -- I'-8" 6'-e" 1 3/4" -- -- RIGHT. -- CASING, PAINTED-SEE 55 TRU-STILE -- I'-W 6'-8" 13/4° -- -- RIGHT -- TRIM PROFILES ON Aq.3 DOOR NOTE$: TYPICAL INTERIOR DOOR - `-' DATE ISSUED: TRUSTILE T5400, PAINTED o I. DOOR SIZE INDICATED 15 LEAF DIMEN51ON(OR BOTH LEAFS ON DOUBLE DOORS), EXCEPT ANDERSEN E-SERIES DOORS. 04/08/2013 o 2. ALL SLIDING GLASS DOORS ARE ANDERSEN E-SERIES/EAGLE ASCENT FRENCH STYLE, WITH LOW'E4'ARGON FILLED AND TEMPERED GL459 U-027, MAXIMUM), WHITE W/PRE-PRIMED INTERIORS,.UNLESS NOTED OTHERWISE.GRILLE PATTERNS ARE REVISIONS: o ANDERSEN "A-SERIES" ( - WINDOWS W/PRE-PRIMED TO_BE Id'SDL, PERMANENTLY APPLIED INTERIOR 4 EXTERIOR W/SPACERS IN THE CONFIGURATIONS SHOWN ON THE 04 19 2013 PRICING �+ PINE INTERIORS, PAINTED - ELEVATIONS. KNOB MANUFACTURER, rz 3 SEE'WINDOW-SCHEDULE 3. SIMP50N GLAZED DOORS ARE TO HAVE LOW-E, ARGON FILLED INSULATED/TEMPERED GLA55 WITH SIMULATED DIVIDED LITES O 05/20/2013 S.F.REDUCTION SERIES, STYLE, 4 FINISH TO W/SPACERS. BE SELECTED BY OWNER — s S .. 4. SEE EXTERIOR ELEVATIONS FOR EXTERIOR CASING t RELATED TRIM CONDITIONS. INTERIOR CA51NG TO BE V POPLAR STOOL PA d F'OPL.AR,WINDOWINTED STAFFORD TYPE IN ALL LOCATIONS EXCEPT 41j'POPLAR STAFFORD TYPE AT SLIDING GLA55 DOORS. e S - . 5. ALL DOORS ARE TO BE PRIMED AND PAINTED, EXCEPT EXTERIOR DOORS TO BE STAINED/AND TOP COATED WITH A ® 8 PENETRATING TRANSPARENT FINISH. . 6. ALL INTERIOR DOORS TO HAVE STANDARD LOCKSET/LATCH5ET IN A STYLE APPROVED BY THE OWNERS. — ALL BEDROOM 4 BATHROOM DOORS TO HAVE PRIVACY SETS. J • DRAWN BY. ALL OTHER INTERIOR DOORS TO HAVE PASSAGE SETS. TWS 3}° POPLAR STAFFORD 7. ALL DOOR HARDWARE FINISH TO BE OIL RUBBED BRONZE, AS COORDINATED WITH THE OWNER. APRON, PAINTED PROJECT#: 5 FORESTER BASE CAP 8. AT POCKET DOORS PROVIDE POCKET DOOR FRAME(SIMILAR.TO 2700 SERIES BY JOHNSON HARDWARE)AND PULL HARDWARE. (F 63180), PAINTED CHECK R.O.SIZE W/POCKET DOOR FRAME MANUFACTURER PRIOR TO ROUGH FRAMING. DRAWING NO.: _ 7. AT SLIDING BYPASS DOORS PROVIDE SLIDING BYPASS DOOR HARDWARE SIMILAR TO 2200 SERIES BY JOHNSON HARDWARE. Ix POPLAR BASE 10.CONTRACTOR TO VERIFY MANUFACTURER'S-RECOMMENDED ROUGH OPENING FOR ALL DOORS PRIOR TO ROUGH FRAMING. . PAINTED - SEE 11. DOORS 01 AND 02 TO BE PROVIDED WITH ALUMINUM SCREEN/STORM DOORS, FULL VIEW, ANDERSEN 4000 SERIES, WHITE. 1/A9.3 - €g " CONSTRUCTION SET A9 . 2 � ATYPICAL INTERIOR TRIM CONDITIONS ¢f - 5/20/2013 - L r STAMP: GENERAL FOUNDATIONS CAST-IN-PLACE CONCRETE WOOD FRAMING SPECIFICATIONS 1. ALL CONSTRUCTION REQUIRED OF THE CONTRACTORS BY THE CONTRACT DOCUMENTS SHALL BE PERFORMED 1. THE STRUCTURAL FOUNDATION PLAN IS BASED UPON THE FOLLOWING PRESUMPTIVE SOIL PARAMETERS: 1. ALL CONCRETE SHALL BE PROPORTIONED,MIXED AND PLACED CONFORMING TO CURRENT AMERICAN 1. ALL WOOD MEMBER CONSTRUCTION SHALL BE IN ACCORDANCE'NTH THE RECOMMENDED PRACTICE OF THE _ IN ACCORDANCE'NTH THE GOVERNING BUILDING CODE AND OSHA REGULATIONS,SUPPLEMENTED BY THE A.BEARING CAPACITY 3,OOOPSF(IRC TABLE 401.4.1) CONCRETE INSTITUTE(ACI)301.304 AND 308 STANDARDS. THE FOLLOWING CONCRETE MIX DESIGNS SHALL AMERICAN FOREST&PAPER ASSOCIATION(AF&PA)NATIONAL DESIGN SPECIFICATION FOR WOOD CONTRACT DOCUMENTS. THE GOVERNING BUILDING CODE USED IN THE STRUCTURAL DESIGN IS THE B.ACTIVE EARTH PRESSURE 40 PCF BE USED: CONSTRUCTION(IDS). INTERNATIONAL RESIDENTIAL CODE 2009(IRC)WITH MASSACHUSETTS AMENDMENTS. ALL WORK SHALL ALSO C.AT-REST EARTH PRESSURE 60 PCF 'm BE IN STRICT ACCORDANCE NTH THE REQUIREMENTS OF THE TOWN OF BARNSTABLE BUILDING DEPARTMENT. A.GENERA STRUCTURALCONCRETE SiR IN ADDITION,THE AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY 2 ALL PRESUMPTIVE SOIL DESIGN PARAMETERS ASSUMED ON THESE DRAWINGS SHALL BE CONFIRMED IN 2. ALL LBE MEMBERS,ENGINEERED LUMBER,AND PLYWOOD USED IN CONSTRUCTION OF THIS STRUCTURE t4d-'.57T SHALL O NEW MATERIAL ALL WOOD AND ENGINEERED LUMBER MEMBERS SHALL BE FREE FROM CRACKS, DWELLINGS(WFCM-2001),PROVISIONS FOR EXPOSURE C ARE APPLICABLE TO THIS PROJECT. THE FIELD BY A GEOTECHNICAL ENGINEER LCENSED IN THE COMMONWEALTH OF MASSACHUSETTS(OR 28-OAY STRENGTH(MIN) 3,000 PSI KNOT HOLES,NOTCHES AND OTHER STRUCTURAL DEFICIENCIES. •-+�,�''➢RALfN"�a° THE LOCAL BUILDING OFFICIAL)PRIOR TO CONSTRUCTION OF ANY FOOTINGS WITHIN EXCAVATIONS. COARSE AGGREGATE(MAX) 2. WHERE STRUCTURAL ELEMENTS ARE NOT DEFINED ON THESE DRAWINGS,THEY SHALL BE PROVIDED AS PER STRUCTURAL FILL SHALL ONLY BE PLACED UPON UNDISTURBED MATERIAL CONFORMING TO THE AIR ENTRAINMENT 6%(21R) 3. WOOD FRAMING SIZES,VERTICAL FRAMING,HORIZONTAL FRAMING,FIRESTOPS,ANCHORAGE,FURRING AND .. THE MINIMUM PRESCRIPTIVE REQUIREMENTS OF THE GOVERNING BUILDING CODE. REQUIRED MINIMUM BEARING CAPACITY. SLUMP 5"(t1") CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER IRC MINIMUM REQUIREMENTS. 3. RESIDENTIAL STRUCTURES LOCATED IN THE WND-BORNE DEBRIS REGION AS DEFINED WITHIN THE 3. ALL FOOTINGS SHALL BE CARRIED DOWN TO A MINIMUM 6"LAYER OF COMPACTED CRUSHED STONE OVER B.INTERIOR SAB-ON-GRADF/ 4.- ALL WOOD MEMBERS USED FOR EXTERIOR CONSTRUCTION OR IN CONTACT NTH CONCRETE(SILL PLATES) MASSACHUSETTS AMENDMENTS SHALL HAVE ALL WNDOWS PROTECTED FROM WND-BORNE DEBRIS IN FILTER FABRIC QR STRUCTURAL FILL,PLACED UPON UNDISTURBED MATERIAL OR UNDISTURBED MATERIAL NO AIR) SHALL BE PRESERVATIVE TREATED(PT)LUMBER. WATER-BORNE PRESERVATIVES SMALL BE USED AND ACCORDANCE NTH IRC R301.2.1.2. CONFORMING TO THE REQUIRED MINIMUM BEARING CAPACITY UNLESS NOTED OTHERWISE ON THE DRAWNGS. 28-DAY STRENGTH(MIN) 3,500 PSI LUMBER SHALL BE TREATED IN ACCORDANCE WIN AWPA UI AND USE CATEGORY CONSISTENT WTH THE 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WIN THE CIVIL.ARCHITECTURAL,MECHANICAL,AND 4, SLAB-ON-GRADE SHALL HAVE A BASE COURSE OF NOT LESS THAN 6"IN THICKNESS THAT CONSISTS OF COARSE AGGREGATE(MAX) -y' PROPOSED MEMBER USE RI FOLLOWS: ELECTRICAL DRAWNGS,AND SPECIFICATIONS. WATER CEMENT RATIO(w/c) 0.46 - A.UC2: INTERIOR POTENTIALLY DAMP LOCATIONS GRAVEL OR CRUSHED STONE CONTAINING NOT MORE THAN 10S OF MATERIAL THAT PASSES THROUGH A No. SLUMP B.UC38: EXTERIOR NOT IN CONTACT WTH GROUND 5. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING NTH THE AFFECTED 5. BOTTOM OF FOOTING ELEVATIONS SHOWN ON THE PLAN ARE MINIMUM DEPTHS,AND ARE NOT TO BE C.GARAGE SLAB-ON-GRADF 5. ALL FASTENERS AND CONNECTORS IN CONTACT NTH PT LUMBER SHALL BE HOT-DIP,ZINC COATED PORTION OF THE WORK. CONSTRUED AS LIMITING IN ANY WAY THE AMOUNT OF EXCAVATION REQUIRED TO REACH GOOD 28-DAY STRENGTH(MIN) GALVANIZED STEEL OR STAINLESS STEEL AND BE INSTALLED IN ACCORDANCE NTH MANUFACTURER'S BEARING. NO FOOTING ELEVATIONS SHALL BE ADJUSTED WTHOUT THE WRITTEN AUTHORIZATION OF ) 4,000 PSI RECOMMENDATIONS. S. DO NOT SCALE DIMENSIONS OR ELEVATIONS FROM DRAWNGS. THE CONTRACTORS SHALL DOCUMENTS. FROM THE ARCHITECT/ENGINEER. COARSE AGGREGATE(MAX) '' THE ARCHITECT,NECESSARY DIMENSIONS AND ELEVATIONS NOT SHOWN ON THE CONTRACT DOCUMENTS. WATER CEMENT RATIO(w/c) 0.42 6. ALL WOOD STUDS JOISTS AND BEAMS SHALL BE MINIMUM g2 HEM-FIR,OR g2 SPRUCE-PINE-FIR(S-P-F), 6. IF ENCOUNTERED,LEDGE OR ROCK SHALL BE OVER EXCAVATED A MINIMUM DEPTH OF 12 INCHES AIR ENTRAINMENT 62(21x) OR BETTER. ALL UMBER SHALL BE STAMPED NTH THE GRADE MARK OR AN APPROVED LUMBER TESTING 7. SIMI OTHERWISE NOTED,DETAILS SHOWN ON ANY DRAWNGS ARE TO BE CONSIDERED TYPICAL FOR ALL BELOW THE PROPOSED BOTTOM OF FOOTINGS. COMPACTED STRUCTURAL FILL SHALL BE PROVIDED AS SLUMP Consulting Sriuctunl Engineer,Inc. SIMILAR CONDITIONS 5"(31") OR GRADING AGENCY IN ACCORDANCE NTH OOC PS-20. FINGER JOINTED LUMBER SHALL NOT BE BACKFlLL ABOVE LEDGE OR ROCK AS NECESSARY TO MEET THE PROPOSED BOTTOM OF FOOTING (SEE ALSO NOTE/3 BELOW FOR SLABS EXPOSED TO DEICING CHEMICALS) PERMITTED. 53 Knox Trail,Suitc 201 8. CONSTRUCTION PROCEDURES,BRACING,MEANS,METHODS,AND SAFETY.PRECAUTIONS ARE THE SOLE ELEVATIONS. FOOTINGS ARE NOT PERMITTED TO TRANSITION FROM SOIL BEARING TO LEDGE BEARING - Acton,MA 01720 RESPONSIBIUTY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK.THESE DRAWINGS ARE WTHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. 2. THE USE OF ADDITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE 7. ALL ENGINEERED WOOD PRODUCTS SHALL BE AS MANUFACTURED BY iLEVEL BY WEYERHAEUER,TRUS JOISTARCHITECT svww.cee.us.com REPRESENTATIVE OF THE COMPLETE STRUCTURAL SYSTEM. - 7, NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. THE FOLLOWING MINIMUM ADDITIVES�THENUSE OF FOLLOW ALLCIUM CHLORIDE OR D OTHER CHLORIDE BEARATIONS OF THE NG SALTS SHALL FOR E NOT OBERPERMITTTED.USE OF (LRA.)N PARALLELOSTRAND UMBERW(PSL),ERE A AND L AMII ATED ATE STRANDDUCT ILUM ERO(LSL)LSHALL BE MANUFACTURED AMINATED VENEER R - 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES,ANY PERMITTING FOOTING DEPTHS ARE REQUIRED AS MEASURED FROM THE TOP OF ADJACENT GROUND SURFACE OR TO THE MINIMUM PROPERTIES SPECIFIED BELOW. ALL ENGINEERED WOOD PRODUCTS SHALL BE INSTALLED IN AGENCIES,AND"DIG-SAFE"(1-888-344-7233)AT LEAST 72 HOURS IN ADVANCE OF ANY WORK THAT WILL SLAB TO THE BOTTOM SURFACE OF FOOTING: 3. CONCRETE EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF ACCORDANCE NTH THE DETAILS ON THESE DRAWINGS AND THE MINIMUM STANDARD DETAILS PROVIDED BY NTITIOUS MATERIALS(FLY ASH,POZZELANS,SLAG,AND SIUCA FUME)SPECIFIED IN SECTION 4.2.3 OF THE MANUFACTURE. REWIRE EXCAVATION. INTERIOR(HEATED) 12 INCHES AG 3 EXTERIOR(UNHEATED) 4 FEET PROPERTY LV1 PSL LSL P-SL(SAL) DESIGN LOADS 4. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT,DRY DAYS OR ANY OTHER TIME B. STRUCTURAL FILL SHALL BE DEFINED AS FILL MATERIAL USED TO SUPPORT BUILDING FOUNDATIONS THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP,PLASTIC MEMBRANE OR FOGGING. MODULUS OF ELASTICITY(E),psi 1.9X10'6 2OX10"6 1.55X10"6 1.8X10"6 AND SLABS. WHERE STRUCTURAL FILL IN EXCESS OF 12"IS REQUIRED TO ACHIEVE DESIGN FOOTING PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN,HAIL OR OTHER INJURIOUS EFFECTS. FLEXURAL STRESS(FI psi 2,600 2,900 2,325 2,400 1. DESIGN DEAD LOADS ELEVATIONS,A PROFESSIONAL GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF COMPRESSION PERPENDICULAR(F.) 750 750 800 425 A.SLOPED ROOF AREAS 20 PSF MASSACHUSETTS SHALL DESIGN.OBSERVE INSTALLATION OF AND TEST THE STRUCTURAL FILL IN 5. WIDEN CONCRETE PLACEMENT IS TO OCCUR DURING HOT OR COLD WEATHER CONDITIONS AS DEFINED BY ACI COMPRESSION PARALLEL(Fc) 2.510- 2.900 2.050 2,500 B.FLOOR 20 PSF ACCORDANCE NTH THE IRC.STRUCTURAL FILL SHALL,CONSIST OF WELL GRADED SAND AND GRAVEL 305 OR 306,THE CONTRACTOR SHALL SUBMIT PROPOSED CURING METHODS TO THE ARCHITECT/ENGINEER SHEAR PARALLEL(FV) 285 290 310 190 AND GRAVELY SAND,FREE FROM ICE,SNOW.ROOTS,SOD,RUBBISH,AND OTHER DELETERIOUS OR FOR REVIEW AT LEAST 10 DAYS IN ADVANCE OF THE PROPOSED CONCRETE'PLACEMENT DATE. PROMDE ORGANIC MATTER,AND SHALL CONFORM TO THE FOLLOWING MATERIAL GRADATION SPECIFICATION MINIMUM 5-DAY FROST PROTECTION FOR CONCRETE PACED AND/OR CURED IN COLD WEATHER CONDITIONS. B. ALL PREFABRICATED WOOD I-JOISTS SHALL BE iL£VEL BY WEYERHAEUSER.TRUSS JOIST TJI SERIES 2. LIVE LOADS: UNLESS DIRECTED OTHERWISE BY THE GEOTECHNICAL ENGINEER: JOISTS OR AN APPROVED SUBSTITUTE. I-JOISTS SHALL BE PROVIDED IN ACCORDANCE WITH THE A.ATTICS WTHOUT STORAGE 10 PSF 6. CAST-IN-PLACE CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: - DEPTH AND SERIES SPECIFIED ON THE PLAN. PREFABRICATED WOOD I-JOISTS SHALL CONFORM TO B.ATTICS WTI UNITED STORAGE 20 PSF SIEVE SIZE PERCENT FINER BY WEIGHT ASTM D 5055. 6 in. 100 A.CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" C.ATTICS-HABITABLE OR SERVED BY STAIRS 30 PSF NO.4 30-95 D.DECKS AND EXTERIOR BALCONIES 40 PSF NO.40 1 _50 B.CONCRETE EXPOSED TO EARTH OR WEATHER: 9. ALL PREFABRICATED OPEN WEB JOISTS SHALL BE OPEN JOIST TRI-FORCE AS MANUFACTURED BY E.FIRE ESCAPES 40 PSF N0.200 0-50 a NO.6 THROUGH N0.18 BARS 2" DISTRIBUTION OPEN JOIST 2000,INC.(www.ojtri(orce.cam)OR AN APPROVED SUBSTITUTE. OPEN WEB F.GARAGE(PASSENGER VEHICLES) 50 PSF(2,000#OVER 20 SO.IN.) b.NO.5 BAR,W31 OR D31 WRE AND SMALLER 1)4" JOISTS SHALL BE PROVIDED IN ACCORDANCE WTH THE DEPTH AND SERIES SPECIFIED ON THE PLAN. G.ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 9. ALL UTILITIES CROSSING FOUNDATION WALLS SHALL GENERALLY CROSS AT 90 DEGREES TO THE WALL C.CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT NTH GROUND: H.SLEEPING ROOMS 30 PSF LINE. WHERE UTILITY CROSSING ELEVATIONS ARE IN CONFLICT NTH ME FOOTING OR WITHIN 24" c SLABS WALLS AND JOISTS y" 10. ENGINEERED FRAMING SERVICEABILITY LIMITS SHALL BE AS FOLLOWS: I. STAIRS 40 PSF(300®OVER 4 SO.IN.) BELOW THE BOTTOM OF FOOTING,THE FOOTING SHALL BE STEPPED DOWN SUCH THAT THE UTILITY b.BEAMS AND COLUMNS(PRIMARY REIN.,TIES,STIRRUPS AND SPIRALS) IJf" I ROOF(0:12 PITCH) 20 PSF(SEE SNOW LOADS) CROSSES THROUGH THE FOUNDATION WALL LL b K.ROOF(>=4:12 PITCH) 16 PSF(SEE SNOW LOADS) 8. PROMDE AND INSTALL NECESSARY TIE BARS,SPACER BARS,CHAIR BARS,AND BOLSTERS AS REQUIRED TO FLOOR JOISTS SPAN/480 SPAN/240 10. FOUNDATION WALLS SHALL BE BACKFILLED EQUALLY ON BOTH SIDES UP TO THE LOW SIDE FINISH GRADE. MAINTAIN STEEL IN A RIGID POSITION PRIOR TO PLACING CONCRETE. ALL SUPPORTS AND ACCESSORIES FLOOR BEAMS SPAN/360 SPAN/240 w L U 4. SNOW LOADS: UNBALANCED BACKFlLL ON BASEMENT FOUNDATION WALLS IN EXCESS OF 4 FEET SHALL NOT BE SHALL CONFORM TO REQUIREMENTS OF GEN'RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS". ROOF RAFTERS/BEAMS(w/CLG FINISH) SPAN/360 SPAN/240 COMPLETED UNTIL THE FIRST FLOOR LEVEL OF FRAMING HAS BEEN CONNECTED TO THE FOUNDATION ROOF RAFTERSAEAMS SPAN/240 SPAN/180(I-MAX) A.GROUND SNOW LOAD;(p) 30 PSF WALL AND FLOOR DIAPHRAGM SHEATHING NAILED IN PLACE. BACKFILL SHALL BE PLACED IN LOOSE UFTS 9. WHERE CONTINUOUS BARS ARE CALLED FOR,INOICATED,OR REQUIRED,THEY SHALL BE RUN CONTINUOUSLY W W Q B.EXPOSURE FACTOR;(C.) 1.0 NTH NO MORE THAN 6"IN THICKNESS WHEN COMPACTED NTH SMALL HAND MANIPULATED MACHINES AND AROUND CORNERS,LAPPED AT NECESSARY SPLICES,SPLICES STAGGERED WHEREVER POSSIBLE,AND HOOKED 11. ALL WOOD STRUCTURAL PANEL(WSP)SHALL CONFORM TO THE REQUIREMENTS OF DOC PS-2 NTH A BOND \ C C.THERMAL FACTOR;(Q 1.1 NO MORE THAN 12"IN AREAS WHERE LARGE MBRATORY COMPACTORS ARE USED. BACKFIWNG AGAINST AT DISCONTINUOUS ENDS. - CLASSFICATION OF EXPOSURE 1.WOOD STRUCTURAL PANEL SHALL BE STAMPED WTH AN APA TRADEMARK U / G D.SNOW IMPORTANCE FACTOR; I.) 1.0 INDICATING THE THICKNESS,GRADE AND SPAN RATING INDICATED ON THE DRAWNGS AND WTHIN THE SHEAR z Of FOUNDATION WALLS SHALL NOT BE PERMITTED WITHIN 7 DAYS OF CONCRETE PLACEMENT UNLESS FIELD ( 10. REINFORCING STEEL SHALL BE NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615,GRADE 60. ALL DETAILS WALL AND DIAPHRAGM NOTES. E.FAT ROOF SNOW LOAD; TESTING INDICATES AN ACHIEVED COMPRESSIVE STRENGTH OF AT LEAST 75X OF THE SPECIFIED STRENGTH "SHALL BE IN ACCORDANCE WITH AG DETAIL STANDARD ACI 315. Q � J (pI) 23.1 PSF LLJ W (Cc)AT 28 DAYS. j _ F.SLOPED ROOF SNOW LOAD;(p.) 23.1 PSF(ALL SLOPES®C,=I.1) 12. ALL JOIST HANGERS,COLUMN CAPS,COLUMN SAES,HOEDOWNS,METAL CONNECTOR PARES AND OCHE 0C w ,J 11. CONSTRUCT FORMS TO CONFORM TO SHAPE,FORM,LINE AND GRADE REQUIRED,AND TO MAINTAIN ENGINEERED W000 CONNECTION PRODUCTS STALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE CO.,INC. 11. INSTALL PERMANENT FOUNDATION DRAINAGE WHERE REQUIRED PER IRE R405. INSTALL FOUNDATION LLJ (n O Z 4. WIND LOADS: SUFFICIENT RIGIDITY TO PREVENT DEFORMATION UNDER LOAD WITHIN TOLERANCES SPECIFIED IN ACI 117. WATERPROOFING OR DAMPPROOFlNG WHERE REQUIRED PER IRE R406. (www.strangtie.rom)OR AN APPROVED SUBSTITUTE. ALL PRODUCTS SHALL BE INSTALLED IN STRICT ACCORDANCE NTH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. - w lL m OfA.ANALYSIS PROCEDURE ASCE 7-METHOD 1 12. FORMS SHALL REMAIN IN PLACE UNTIL TIE CONCRETE HAS SET ADEQUATELY TO PREVENT DAMAGE TO THE C B.BASIC WIND SPEED;(V) 110 MPH CAST ELEMENT BY FORM REMOVAL. IN NO CASE SHALL FORMS BE REMOVED ON THE SPECIFIED CONCRETE w LL w C.OCCUPANCY CATEGORY II ELEMENTS BEFORE THE FOLLOWNG PERCENTAGE OF THE SPECIFIED STRENGTH(rc)IS ACHIEVED: 13. WRE NAILS SHALL BE ACCORDANCE NTIi THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION T > Q. O z WIND IMPORTANCE FACTOR;(I.) 1.0 D. AMERICAN WOOD COUNCIL A L NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(IDS)AND STM F E.EXPOSURE C CAST ELEMENT R OF rc AT TIME OF FORM REMOVAL 1667. ALL NAILS SPECIFIED ON THESE DRAWINGS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE. THE W LU U, F.COMPONENTS AND CLADDING AS REQUIRED THESE IRED PER ASCE 7-05 FOLLOWING MINIMUM DIAMETERS SHALL BE USED FOR THE COMMON DESIGNATIONS ON ESE PLANS: z FOUNDATION WALLS>4'HIGH 40S PENNY W LENGTH M Cc SHOP DRAWINGS 13. EXPOSED TO MEW CONCRETE FINISH SHALL BE A SMOOTH FORM FINISH IN ACCORDANCE NTH ACI A.BOOR SHEATHING(DEFORMED SHANK) Bd 2j4" 0.113' O O REQUIREMENTS. CONCEALED CONCRETE SURFACES MAY BE A ROUGH FORM FINISH. ALL FINISHES SHALL BE m 1. SHOP DRAWNGS SHALL BE SUBMITTED TO THE ARCHITECT NGINEER OUCH THE GENERAL CONTRACTOR'S COORDINATED WTH ARCHITECTURAL FINISH REQUIREMENTS B.ROOF SHEATHING(SMOOTH SHANK) Bd 2%7 0.113" REMEW C.SHEAR WALL SHEATHING(SMOOTH SHANK) Bd 2J¢" 0.131, STAMP AND SIGNATURE. AT A MINIMUM,THE FOLLOWING SHOP DRAWNGS SHALL BE PREPARED AND 14. ALL INTERIOR SLABS SHALL RECEIVE A STEEL TROWEL FINISH AND ALL EXTERIOR SLABS SHALL RECEIVE A D.GENERAL FRAMING(SMOOTH SHANK) Bd 2JJ" 0.113" SUBMITTED BY THE GENERAL CONTRACTOR FOR RENEW: BROOM FINISH. FINISHING OF SLAB SURFACES SHALL COMPLY NCH THE RECOMMENDATIONS OF AG 302.1 10d 3" 0.120" A.FOUNDATION REINFORCEMENT AND 304. 12d 3Y• O.120" B.ENGINEERED LUMBER FRAMING 16d 3J5• 0.131" , i° C.STRUCTURAL STEEL 15. INTERIOR SLABS-ON-GRADE SHALL BE PLACED ON A 6 MIL(MIN)POIYETHYIENE VAPOR BARRIER HAVING ALL SEAMS LAPPED NOT LESS THAN 6'. 2. ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELDPRIOR TO SUBMISSION OF SHOP DRAWNGS. 16. CONTRACTION JOINTS SHALL BE USED TO ONCE SLABS-ON-GRADE INTO RECTANGULAR PANELS NOT - e EXCEEDING 400 SF(20'X20')UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS JOINTS MAY BE 3. REVEW OF THE SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE CONTRACTORS FROM - SAWED AS SOON AS PRACTICAL NOT TO DAMAGE CONCRETE AND SHALL BE SAWED NO LATER THAN 24 TITLE: CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. HOURS AFTER CONCRETE PLACEMENT. - 8 4. PROPOSED CHANGES,SUBSTITUTIONS OR DELETIONS MADE BY THE CONTRACTORS SHALL BE SUBMITTED TO - 17. SCREED FLOORS LEVEL MAINTAINING SURFACE FLATNESS AND LEVELNESS TOLERANCES IN ACCORDANCE - THE ARCHITECT/ENGINEER IN WRITING FOR REVIEW AND COMMENT PRIOR TO THEIR INCORPORATION INTO THE WITH THE FOLLOWING: T PROJECT. CHANGES,SUBSTITUTIONS OR DELETIONS WHICH/HAVE NOT BEEN REMEWED BY THIS PROCEDURE - A.SLABS-ON-GRADE: PLACE TO Ya"IN 10 FEET. STRUCTURAL ILIAC NOTES ES U.BE CONSIDERED UNACCEPTABLE. �SPECIFICATIONS 5. RECORD SETS OF SUBMITTALS,INCLUDING SHOP DRAWNGS.SAMPLES,DATA,AND CERTIFICATES.SHALL BE ADHESIVE AND MECHANICAL ANCHOR SYSTEMS - Oc J C 1. I NS 2 MAINTAINED IN THE FIELD OFFICE BY THE GENERAL CONTRACTOR. g 1. ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE 6. ERECTIONS SHALL ONLY BE MADE FROM SHOP DRAWNGS THAT HAVE BEEN SIGNED BY THE GENERAL (www.simpsananchors.cam)OR AN APPROVED SUBSTITUTE. ALL SPECIFICATIONS AND RECOMMENDATIONS ARE CONTRACTOR AND STAMPED WITH ARCHITECT/ENGINEER'S REVIEW STAMP DENOTING NO CORRECTIONS ARE REQUIRED. AS OUTUNED IN THE SIMPSON"ANCHORING AND FASTENING SYSTEMS"TECHNICAL MANUAL LATEST EDITION. E 2. ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE LOCATED TO MEET MINIMUM EDGE AND END DISTANCES DATE ISSUED: SPECIFIED FOR THE INSTALLATION LOCATION ENCOUNTERED IN THE FIELD. ALL ANCHORS SHALL BE - 3 INSTALLED IN STRICT ACCORDANCE WIN ALL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. 04.19.2013 E 3, MERE ADHESIVE AND MECHANICAL ANCHORS ARE SPECIFIED TO BE ANCHORED INTO SOLD CONCRETE WALLS. REVISIONS: $ SLABS,BEAMS AND/OR ANY OTHER STRUCTURAL CONCRETE,EXISTING OR PROPOSED,THE CONCRETE SHALL _ _ $ REDUCED S17F HAVE A MINIMUM 28 DAY STRENGTH OF 3.000 PSI. & 4. ALL BORE HOLES INTO THE ANCHORAGE BASE SHALL BE DRILLED WTH A CARBIDE BIT,CLEANED NTH PRESSURIZED AIR AND A WIRE BRUSH. THE DIAMETER AND TYPE OF DRILL BIT SHALL BE AS SPECIFIED IN E THE SIMPSON"ANCHORING AND FASTENING SYSTEMS"TECHNICAL MANUAL LATEST EDITOR. - 9 S. ANCHOR SELECTION SHALL BE AS FOLLOWS,UNLESS NOTED OTIERWSE: pp A.enHFSVE ANCHOR 3m a.NON-CRACKED CONCRETE AT " BW b.CRACKED CONCRETE SET-%P DRAWN BY: c.GROUT FILLED CMU ya§ B.MECHANICAL ANCHOR PROJECT#: NON-CRACKED CONCRETE WEDGE-ALL 03824 WS b.CRACKED CONCRETE STRONG-BOLT 0 c GROUT FILLED CMU WEDGE-ALL _ DRAWING NO.: R so. 9 L� STAMP: r WOOD CONSTRUCTION NOTES STRUCTURAL SHEAR PANEL ABBREVIATIONS N QFt 1. EXTERIOR WALL SHEATHING: 1. SHEAR WALL SHEATHING SHALL BE AS SPECIFIED FOR EXTERIOR WALL SHEATHING IN THE WOOD AS ANCHOR BOLT .. CONSTRUCTION NOTES AND ADDITIONAL FASTENING,BLOCKING AND CONNECTION HARDWARE PROVIDED AS AR ANCHOR ROD - R • ALL EXTERIOR WALL SHEATHING SHALL BE MINIMUM 34e THICK APA RATED WO00 STRUCTURAL PANEL LISTED IN THE SHEAR WALL SCHEDULE. ARCH ARCHITECTURAL 1 SHEATHING WITH A SPAN RATING OF 32/16 OR WALL-16,EXPOSURE 1.AT LEAST ONE SIDE OF ALL EXTERIOR WALLS SHALL BE SHEATHED.SHEATHING SHALL BE ORIENTED NTH LONG SPAN OF THE SHEET 2. ALL SHEAR PANELS SHALL BE APPLIED DIRECTLY TO THE FACE OF FRAMING MEMBERS IN ACCORDANCE WIN B/ BOTTOM ' -~ VERTICAL OR PARALLEL TO THE SUPPORTING STUDS. WALL SHEATHING SHALL BE FASTENED WTH 8d THE SHEAR WALL SCHEDULE REQUIREMENTS FURRING,STRAPPING,AND ADDITIONAL LAYERS OF SHEATHING ELK BLOCK,BLOCKING COMMON NAILS AS SHOWN ON THE TYPICAL EXTERIOR SHEATHING ELEVATION. MAY NOT BE PLACED BETWEEN THE LISTED SHEAR PANEL SHEATHING AND THE FACE OF THE FRAMING BM BEAM MEMBER. IF A FIRE RATING REQUIRES ADDITIONAL LAYERS OF SHEATHING,THEY SHALL BE APPUED ON TOP BOT BOTTOM 2. SLOPED ROOF DIAPHRAGM SHEATHING: OF THE SHEAR PANEL SHEATHING AFTER AN INSPECTION IS MADE OF THE BASE SHEAR PANEL BRG BEARING BTWN BETWEEN ROOF SHEATHING SHALL BE W THICK APA RATED W600 STRUCTURAL PANEL WITH A SPAN RATING OF 3. UNLESS NOTED OTHERWISE ON THE DRAWNGS,PROVIDE AT LEAST 2-2%BUILT-UP STUDS(WIND POST)AT 32/16.EXPOSURE I. SHEATHING SHALL BE ORIENTED WITH LONG SPAN OF THE SHEET PERPENDICULAR TO THE ENDS OF EACH SHEAR WALL SHOWN ON THE PUN. ALL HOLDOWNS AND METAL STRAPS MUST BE CJ CONTROL JOINT - THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0'O.C.SHEATHING MUST BE AUGNED AND CONNECTED TO THE SAME WND POSTS WTHIN THE WALL. CLC CEILING CONTINUOUS BLNLAIH ALL UVLNFNAMEU NUUF AREAS OR DORMERS. COL COLUMN 4. ALL SHEAR PANELS SHALL EXTEND FROM SILL OR SOLE PLATE OF WALL TO ROOF DIAPHRAGM SHEATHING. ICONC CONCRETE A.FASTENING WITHIN GENERAL ROOF AREA(RAFTERS SPACED AT 16'ON CENTER): 8d COMMON AT 6' AT INTERIOR SHEAR WALLS,SHEATHING SPECIFIED AT THE UPPER FLOOR LEVEL IS REQUIRED TO EXTEND INTO O.C.ON SUPPORTED PANEL EDGES(EN)AND 6"O.C.ALL INTERMEDIATE SUPPORTS(FN). THE ATTIC UNTIL IT INTERCEPTS THE UNDERSIDE OF THE ROOF SHEATHING. THIS REQUIREMENT IS WAIVED DB DROP BEAM WHERE A DRAG TRUSS(DT)DIRECTLY ABOVE AND PARALLEL TO THE SHEAR WALL IS CONNECTED TO THE ON DOWN }, FLOOR DIAPHRAGM SHEATHING: TOP PLATE OF THE WALL IN ACCORDANCE NTH THE SHEAR WALL SCHEDULE. DWC DRAWING FLOOR SHEATHING SHALL BE Y"THICK ADVANTECH VIP+WOOD STRUCTURAL PANEL AS MANUFACTURED 5. THE ALLOWABLE SHEAR CAPACITIES USTED ON THESE DRAWNGS HAVE BEEN REDUCED TO PERMIT THE USE E EXISTING SLAB THICKNESS PER PLAN FL HUGER ENGINEERED WOODS THICK OR AN APPROVED SUBSTITUTE. PANELS SHALL BE TONGUE MANUFACTURED OF STUD WALL FRAMING MATERIAL OF 02 S-P-F OR BETTER. IN GENERAL ALL WOOD STRUCTURAL PANEL EA EACH - WSP SHEAR WALLS SHALL HAVE STUDS SPACED AT 16"O.C.MAXIMUM. REFER TO STUD SCHEDULE ON EDGE NAIL IS UNDERSLAB INSULATION GROOVE TYPE.HAVING A SPAN RATING OF 48 24, SHEATHING SHALL BE ORIENTED NTH LONG SPAN OF ( ) HER PLAN PER ARCH DWG / FOR EXACT SIZE AND SPACING OF WALL FRAMING MEMBERS,THE SPACINGS LISTED IN THIS NOTE ARE (MIN 20 PSI RATED FOR THE SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0°O.C. MAXIMUMS ONLY. FB RUSH BEAM UNDERSLAB USE IN DIRECT FLOOR SHEATHING SHALL BE SET IN A CONSTRUCTION ADHESIVE ON SUPPORTING MEMBERS AND FASTENED FM . FIELD NAIL Consulting Structural Engineer,Inc. WITH 8d DEFORMED SHANK NAILS AT A MAXIMUM 6"O.C.AROUND ALL SUPPORTED PANEL EDGES(EN)AND FNDN FOUNDATION - tit;�.?'«;«'«;..y«+;:;«;i' .`y,±;f CONTACT n/CONCRETE) 53 Knox Tr il,Suitc 201 12'O.C.ALL INTERMEDIATE SUPPORTS(FIN). STRUCTURAL STEEL FOCI FACE OF CONCRETE I 7rw.r5 -•t S•f•�'^^ ,' Y.,�i Acton,MA 01720 fOS FACE OF STUD 1 .7 J�x FS FAR SIDE ^•(s�" ,t'^i{''�� VAPOR BARRIER mwxv.cscus.<om 4. ALL NON-BEARING PARTITIONS PARALLEL TO JOISTS SHALL BE SUPPORTED AT THEIR BASE BY A JOIST 1. ALL STRUCTURAL STEEL SHALL BE NEW STEEL AND UN-SPLICED CONFORMING TO THE MOST CURRENT ASTM DIRECTLY UNDER THE PARTITION OR WHERE THE PARTITION FALLS BETWEEN JOISTS,2x4 BLOCKING AT A DESIGNATIONS INDICATED. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WTH THE AISC MANUAL FIG FOOTING Y'CRUSHED STONE SPACING NOT TO EXCEED 24'O.C.BENEATH THE WALL ABOVE. 2x4 BLOCKING SHALL BE SUPPORTED BY OF STEEL CONSTRUCTION.CONTINUOUS 2X LEDGERS ALONG THE JOIST OR BY JOIST HANGERS. HE HIP BEAM 1 -. � _-fMIRAFI"FILTER FABRIC A.W-SHAPES AND WT-SHAPES ASTM A992(F�50 KSI) HDR HEADER '\���` �� ������� AN APPROVED SUBSTITUTE OR 5. ALL POSTS SHALL BE CARRIED DOWN TO FOUNDATIONS. JOIST CAVITIES WITHIN THE FLOOR THAT FALL IN B.SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS:ASTM A500,GRADE B(Fy 46 KSI) JST JOIST � � / ��-' LINE WTH POSTS SHALL BE BLOCKED SOLID BETWEEN THE TOP PLATE OF THE WALL BELOW TO THE C.CHANNELS.ANGLES,M-SHAPES.S-SHAPES,PLATES,BARS AND RODS:ASTM A36(Fx=36 KS) STRUCTURAL FILL UNDERSIDE OF THE SOLE PLATE ABOVE. - - D.PIPES ASTM ASJ,GRADE E(F,=35 KSI) MAX MAXIMUM COMPACTED i0 95% 6. BLOCKING FOR INTERIOR FINISHES SHALL BE PROVIDED IN ADDITION TO MINIMUM STRUCTURAL CONFIGURATION E.ANCHOR RODS:ASTM F7554,GRADE 36(Fr58 KSI),U.N.O. MIN MINIMUM INTERIOR SLAB-ON-GRADE UNDISTURBED MATERIAL MEETING SHOWN ON THESE DRAWINGS. REFER TO ARCHITECTURAL DRAWNGS FOR SPECIFIC CONFIGURATIONS THAT F.HIGH STRENGTH BOLTS:ASTM A325 OR ASTM A490(F,r120 AND 150 KSI,RESPECTIVELY) ♦ THE REQUIREMENTS FOR WILL REQUIRE ADDITIONAL BLOCKING. G.COMMON BOLTS:ASTM A307,GRADE A(F�60 KSI) NEAR TO SCALE „ SCALE:1°=V-" SU NTS NOT O PPORT OF BUILDING FOUNDATIONS 7. MULTIPLE MEMBER,MULTIPLE PLY OR BUILT-UP BEAMS SHALL HAVE PLIES CONNECTED IN ACCORDANCE WITH 2. ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE BOLTED WHERE EVER POSSIBLE MANUFACTURER RECOMMENDATIONS. EXCEPT AS SPECIFICALLY DEFINED OTHERWISE HEREIN. BOLTS SHALL CONFORM TO THE ASTM'STANDARD PT PRESERVATIVE TREATED B. ALL MOD MEMBERS SHALL BE PRE-DRILLED PRIOR TO INSTALLATION OF BOLTS OR LAGS. SPECIFICATION FOR STRUCTURAL BOLTS*SERIAL DESIGNATION F1852(A325TC),SHALL BE Y"DIAMETER,AND RB RIDGE BEAM _ HAVE Ys STANDARD HOLES OF' DIAMETER,UNLESS DESIGNATED DIFFERENTLY iN THE STRUCTURAL DETAILS 9. PROVIDE STANDARD JOIST HANGERS ON ALL FLUSH BEAM AND BEAM AND JOIST ENDS THAT DO NOT BEAR OR SECTIONS SIM SIMILAR -ON WALLS OR BEAMS. 3. WELDED CONSTRUCTION SHALL BE IN ACCORDANCE WITH AWS CIA FOR PROCEDURE,APPEARANCE,AND QUALITY OF WELDS AND METHODS USED.IN CORRECTING NONCONFORMING WELDED WORK. ALL WELDING T/ TOP -, - 10. ALL WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING SCHEDULE IN TABLE - SHALL BE MADE BY WELDERS CURRENTLY CERTIFIED IN ACCORDANCE WITH THE APPLICABLE AWS D1.1 TOR TOR TO BE REMOVED TOP AND BOTTOM - 3.1 OF THE AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS REQUIREMENTS FOR THE TYPE,POSITION AND PROCESS REQUIRED. ELECTRODES FOR WELDS SHALL COMPLY (WFCM-2001)AS LISTED FOR EXPOSURE C OR TABLE R602.3(1)OF THE IRC OR AS INDICATED IN WITH THE APPLICABLE AWS CODE REQUIREMENTS AND AS FOLLOWS: - TO TOP OF STEEL THESE DRAWNGS,THE MORE STRINGENT SHALL APPLY. SHEAR WALL AND DIAPHRAGM ASSEMBLIES TOWW TOP OF WALL SHALL BE FASTENED IN ACCORDANCE WITH THE SHEAR WALL AND DIAPHRAGM FASTENING SCHEDULES A.MINIMUM YIELD STRENGTH OF ELECTRODES,70 KSI. USE HIGHER YIELD STRENGTHS WHERE REWIRED TS TOP OF SLAB ON THESE DRAWNGS. NAILS FASTENING SHEATHING TO SUPPORTING MEMBERS SHALL BE DRIVEN SO TIP TYPICAL BY DESIGN OR BY AWS CODES THAT THE NAIL HEAD IS FLUSH WITH THE SHEATHING SURFACE. VB VALLEY BEAM L.I-I LU 11. ALL 2x JOISTS SHALL BE PROVIDED WITH ONE LINE OF BRIDGING FOR EACH 8 FEET OF SPAN. BRIDGING 4. FITTED,FULL-DEPTH WEB STIFFENERS SHALL BE PROVIDED AT ALL BEAMS BEARING ON OR EXTENDING OVER VHF VERIFY IN FIELD UI EQUAL TO 7HFIR WEB THICKNESS. VAIN ZD SHALL CONSIST OF METAL CROSS,WOOD CROSS(I%3 MIN)OR 2X SOLID BLOCKING OF EQUAL DEPTH TO THE SUPPORTS. WEB STIFFENERS SHALL BE INSTALLED ON EACH SIDE OF BEANS AND GIRDERS AND SHALL BE W/ FNDN WALL m m Q Z JOIST. CONTINUOUS 1X3 STRAPPING ACROSS THE BOTTOM OF JOISTS SHALL SATISFY THIS REQUIREMENT. FLOOR AND ROOF TRUSS COMPONENTS SHALL HAVE BRIDGING OR BRACING LINES AS SHOWN ON TRUSS L#-# ~ W Q MANUFACTURER DRAWNGS. ENGINEERED LUMBER AND I-JOISTS SHALL BE SUPPORTED LATERALLY AS S. A Y"NON-SHRINK GROUT LEVELING BED AND A Y"TUCK LEVELING PLATE,SIZED TO MATCH BASE PLATE, / \ C > C REWIRED BY THE MANUFACTURER. SHALL BE PROVIDED RINK GROUT ALL HALL A SETTINGS WHERE THE BASE PLATE IS LESS THAN 2Y IN BOTH `J L C DIRECTIONS. NON-SHRINK GROUT SHALL ATTAIN A COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. Z Lv Q 11 FRAMED OPENINGS SHALL HAVE TRIMMER AND KING STUD OUANTTES AS FOLLOWS: FNDN WALL RUNTLU 6. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM F1554 SPECIFICATIONS,WITH HEAVY HEX NUTS EXTERIOR WALLS L!J ITOMMER ma HARDENED WASHERS UNLESS NOTED OTHERWISE. - - 2 0 1 0 Lv z J " OPENING 512E `� � UP TO 4•-0" 1-2X 2-2X 7. NON-SHRINK GROUT TO BE INSTALLED AT COLUMN BASES SHALL ATTAIN A COMPRESSIVE STRENGTH L.L.1 coO m OF 5,000 PSI AT 28 DAYS AGE. .:2•-0 lL/ OVER 4'-0"TO 8•-0° 2-2X 3-2% OVER 8•-0"TO 10' 0" 2-2X 4-2X N o - w LL Y2 Lu OVER 10•-0°TO 12. 0" 3-2X 5-2x 8. FLANGES AND WEBS OF BEAMS ARE TO BE PUNCHED WHERE REQUIRED TO RECEIVE WOOD BLOCKING. Q TO RECEIVE WOOD BLOCKING,USE 9(."DIAMETER HOLES®2'-0"O.C.AND SUPPLY "DIAMETER O Z _ E °' INTERIOR WALLS BOLTS NTH NUTS AND WASHERS. STAGGER HOLES IN FLANGES ON EITHER SIDE OF WEB AT STANDARD Ng( 2 Q LLJ �d LJ•J OPENING 512E TRIMMERKIK BEAM GAGE,STAGGER HOLES IN WEB ON BEAMS W8 AND LARGER. 1 W / UP TO 4'-0" 1-2X 1-2x - „�1 z CIO Z OVER 4'-0"TO 8'-0" 2-2X 2_2X 9. ALL STEEL,UNLESS NOTED OTHERWSE,SHALL BE CLEANED IN ACCORDANCE WTH SSPC-SP3-POWER TOOL V� 3 O CLEANING AND SHALL RECEIVE ONE COAT OF ZINC-RICH,RUST INHIBITIVE SHOP PRIMER APPLIED TO 8 FFQ FTC REINF OPENINGS GREATER THAN 4'-0"SHALL HAVE A SINGLE 2.ON FLIT TO MATCH STUD DEPTH ALONG THE TOP PRODUCE A DRV FILM THICKNESS OF 3 MILS. ALL STEEL SHALL BE PRIMED IN THE SHOP AND TOUCHED-UP LAN " [(] a. OR BOTTOM OF HEADER. FASTEN TO HEADER r/2-ROWS 10d®C O.C. IN THE FIELD FOLLOWING ERECTION,UNLESS NOTED OTHERWISE. 1•-0° MIN 3xD 3x0 13. CONVENTIONAL RAFTER FRAMING AND RIDGE BOARD: 10. ALL PRIMER/PAINT PRODUCTS AND COLORS SHALL BE SELECTED IN ACCORDANCE WITH THE ARCHITECTURAL B/FTG PER PAINT SPECIFICATION AND SUBJECT TO THE OWNER'S APPROVAL WALL SECTION PROVIDE 9°HOOKS AT RIDGE BOARDS OF MINIMUM 2x MATERIAL WITH A DEPTH TO MATCH THE VERTICAL CUT OF A CONVENTIONAL DISCONTINUOUS ENDS ' RAFTER SHALL BE PROVIDED ALONG ALL RIDGE LINES SHOWN ON THE PLAN UNLESS A RIDGE BEAM IS 11. ALL EXPOSED STEEL TO WEATHER OR MOISTURE,WHETHER NOTED AS SUCH IN THE CONTRACT DOCUMENTS STEP FOOTING "` INF p{ SPECIFIED. WHERE THE VERTICAL RAFTER CUT EXCEEDS 11Y°.PROVIDE AN LSL OR LVL RIDGE BOARD, OR NOT,SHALL BE GALVANIZED CONFORMING TO ASTM A123,CUSS G60 SPECIFICATIONS FOR STEEL r' -MATCH FTC RE PROVIDE COLLAR TIES ON CONVENTIONAL RAFTER FRAMING OF AT LEAST 2.6 BOARDS LOCATED AT A SECTIONS AND ASTM A153,CLASS C FOR BOLTS AND THREADED ROD. SCALE:1/2'=1' - `7 DISTANCE OF Y OF THE RIDGE HEIGHT DOWN FROM THE RIDGE BOARD AND A MAXIMUM SPACING OF 48°O.C. 3 14. ALL BUILT-UP BEAMS,ENGINEERED WOOD BEAMS,AND ORDER TRUSSES MUST BE SUPPORTED BY POSTS WTHIN THE WALL FRAMING THAT ARE DIRECTLY ALIGNED NTH THE BEAM OR GIRDER TRUSS ABOVE. ALL - S TITLE:BUILT-UP BEAMS OF 2X CONVENTIONAL FRAMING MEMBERS SHALL BE SUPPORTED BY AT LEAST THE SAME NUMBER OF BUILT-UP STUDS ALL ENGINEERED WOOD BEAMS AND GIRDER TRUSSES MUST BE SUPPORTED ` BY A MINIMUM OF A 3-PLY BUILT-UP STUD OR THE NUMBER OF STUDS REQUIRED TO MEET OR EXCEED THE STRUCTURAL NOTES, WIDTH OF THE FRAMING MEMBER ABOVE,WHICHEVER IS LARGER. MORE SOLID OR ENGINEERED POSTS ARE SHOWN ON THE DRAWNGS,THOSE SHALL BE CONSIDERED TO SATISFY THE MINIMUM POST REQUIREMENTS - SPECIFICATIONS, FNON WALL PER PLAN It. p� 15. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND SPLICE LENGTH 1.3xLd AND SECTIONS UTILITY CROSSING LOCATION - ABBREVIATIONS H( TRUE. THE BRACING SHALL REMAIN IN PLACE UNTIL ALL THE LOAD BEARING AND SHEAR WALLS ARE - COMPLETELY SHEATHED,CONNECTED AND ANCHORED. AND INVERT PERM DWG WALL FRAMING . 16. CUTTING AND NOTCHING SHALL BE AVOIDED WHEREVER POSSIBLE. WHEN ABSOLUTELY NECESSARY,CUTTING DETAILS AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING ASSEMBUES SHALL BE LIMITED BY THE - - PROVISIONS OF THE IRC: DEVELOPLEW AND BPL.ICE LENO1}I scHEDULE FLOOR FRAMING R502.8 j, WALL FRAMING R602.6 BAR SIZE #3 #4 #5 #6 #7 #e #9 #10 #11 11, DATE ISSUED: Is ROOF/CEILING FRAMING R802.7 _ TOP BARS SPLICE 28° 37' 46° 56° 81° BY 104" 118" 131° 2'-0"MIN 04.19.2013 LENGTH- OTHER BARS 17, ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTON AND DO 21' 28° J6" 43" 62° 2801* 0° 100" (TYP) REVISIONS:NOT NECESSARILY INDICATE SPECIFIC QUANTTES OF MATERIALS OR COMPONENTS REQUIRED FOR DEVELOPMENT TOP BAR$ 21° 28" J6" 43" 62° 0" 700' _CONSTRUCTION. T TGLENGTH(Ld) OTHER BARS 16' 22" 27" 33" 48" 0" 77"18. MINIMUM STUD SIZE AND LAYOUT FOR LOAD BEARING AND SHEAR WALLS: SPLICE TOP BARS 24" 32' -40' 48" 7"" 2" 113" SEE FNDNEXTERIOR WALLS 2x6 0 16'O.C. LENGTH- OTHER BARS 18" 25" 31" 37" 54" 8° 87" SECT FOR INTERIOR WALLS 2x4®16"O.C. THICKNESS DEVELOPMENT TOP BARS 18" 25" 31" 37" 54" 8" 87'19. EXTERIOR WALLS AT CLEAR STORIES SHALL BE BALLOON FRAMED. LENGTH(Ld) O1HER BARS 14' 19" 24" 28" 42' 0° 67° 2-#4 ADDED gm rAPPUCABLE FOR CLASS B TENSION SPLICE OF GRADE 60 REINFORCING STEEL (5-# TOTAL PROVIDE SCHED 40 STEEL OVER4 UTILITY) 1'-6' PIPE SLEEVE 2'LARGER N07Fc, MIN THAN unutt D.D. DRAWN BY: 6W 1. DEVELOPMENT AND SPUCE LENGTHS ARE MINIMUM LENGTHS AND SHOULD BE USED AS TYPICAL UNLESS OTHERWISE NOTED ON DRAWNGS. NOTES PROJECT#: # - 2. BARS ARE DEFINED AS'TOP BARS'WHEN HORIZONTAL NTH MORE THAN 12"OF CONCRETE IS 1. MULTIPLE UTILITIES CROSSING AT A SINGLE LOCATION SHALL HAVE INDIVIDUAL SLEEVES SPACED O3H24 oy CAST BELOW THE REINFORCEMENT. ALL WALL REINFORCEMENT IS DEFINED AS'OTHER BARS AT AT LEAST 12"APART. DRAWING NO.: n DEl/ELOPMENVSPLICE LENGTH SCHEDULE UTILITY CROSSING AT FOOTING § L/ SCALE:NTS SCALE:7/2"=V-0" S 0, /\ L�- r SHEARWALL SCHEDULE STAMP: RIY JOIST LOCKING RAG TRUSS TO TOP PLATE SILL PLATE ATTACHMENT SOLE PUh ALLOWABLE CAPACITY ' FASTENER FASTENER BLOCK IB N TOP PLATE ATTACHMENT •y$N OFp` '' _ YARN SHEATHING STUD FACESETASTENER EDGE NAILING FlELD NAILING MEMBERS AT SPLICE , TYPE SPACING SHEATHEDTYPE EN. F.N. PANEL EDGES LENGTH ANCHOR PLATE NAILS TO RIY SE15111C MIND f; 7 ` ( ) ( ) NAILS A35 CUP LTP4 CUP HGA10 Cl1P ❑ BOLTS WASHERS JST OR BlK LOADING LOADING a a�, ,,.,,7{iI i I SW-6/ t 8d COMMON FD_22��Y.Y]1110 i '.fa WSP16"O.C. ONE 6 O.C. 72"O.C. 2x Mpg20'O.C. 32"O.C. 48' 6'O.C. N/A 336 PI PA,PSW-6 (0.1}1'x1X') � 'y;SW-4/ BdCOMMON PSW-4 16'O.C. ONE (0.131'x2h') 4 O.C. 12"O.C. 2x 14'O.C. 20O.C. 48' 0.229'xJ'x}' l6d®4'O.C. N/A 490 PLF 'D,tiSC£ SW-3/ 8d COMMON AB-1 PSW-3 'Ts WSP 16'O.C. ONE (0.131'x2Y") 3'O.C. 12'O.C. 2x 12'O.C. 16,O.C. 48' J6°O.C. 0.229'x3'x3° I6d®}'O.C: N/A 630 PLF SHEAR WALL SCHEDULE NOTES ' 1. BUILT-UP 2.MEMBERS MAY BE USED IN PLACE OF SOUD 3x OR 4x MEMBERS AT ALL PANEL EDGES PROVIDED THAT THE BUILT-UP MEMBER IS FASTENED TOGETHER WITH 10d NAILS IN ACCORDANCE WITH THE SOLE PLATE NAIUNG REQUIREMENT FOR THE LISTED SHEARWALL THIS APPLES TO ALL HORIZONTAL BLOCKS AND VERTICAL STUDS AT PANEL EDGES 2. REFER TO THE TYPICAL DETAILS FOR ADDITIONAL INFORMATION REGARDING RIM JOIST/BLOCKING/DRAG TRUSS FASTENING,TOP PLATE SPLICE DETAILS,AND ANCHOR BOLT SCHEDULE. 3. WALLS MARKED'PSW!SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PERFORATED SHEAR WALL DETAIL. PERFORATED SHEAR WALL(PSW)NO S: Consulting Slxucmal En&ccx,Inc 53 Knox Tail,Stuw 201 1. SHEAR WALL SEGMENT END.STUDS,KING STUDS OR WIND POSTS. MIN 2-2X OR AS INDICATED ON HOEDOWN SCHEDULE. NAIL STUDS TOGETHER PER SOLE PLATE Acmn,Md 11112O NAILING FOR SHEAR WALL ivavw cse us com 2. OPENING TRIMMER STUDS. NAIL TRIMMERS TO KING STUDS PER SOLE PLATE NAILING FOR SHEAR WALL 3. WINDOW PLATE. MIN 2-2X. NAIL PLATE TOGETHER PER SOLE PLATE NAILING FOR SHEAR WALL.PROVIDE SHEAR WALL EDGE NAIL SPACING ALONG UPPERMOST PLY _ OF DBL WINDOW PLATE 4. ALL WSP PANELS SHALL BE NOTCHED AROUND OPENINGS.NOTCHED PANELS SHALL EXTEND HORIZONTAL ABOVE AND BELOW OPENINGS BY 6"MIN AND SHALL HAVE EXTERIOR SHEATHING ARRANGEMENT PER A MINIMUM WOTH ADJACENT TO OPENINGS OF 12". - PANEL EN OR TYPICAL EXTERIOR SHEATHING ELEVATION - 5.'PROVIDE SHEAR WALL EDGE NAIL SPACING FROM SOLE PLATE TO TOP PLATE ON WALL SEGMENT END STUDS KING STUDS AND WAND POSTS. FN PER SOLE PLATE 6. HEADER, SIZE PER PLAN,MINIMUM 2-2x6. OPENINGS 6'-0'AND LARGER REQUIRE 2x6 ON FLAT ALONG BOTTOM OF HEADER,PROVIDE EDGE NAIL SPACING ALONG SHEAR WALL ATTACHMENT TO JST, BOTTOM EDGE OF HEADERS. - SCHED.(TYP) / //,// SCR SHEAR WALL 7. ALL SHEAR WALL CONSTRUCTION,SHEAR PANEL SHEATHING AND FASTENING SHALL BE AS PER THE SHEAR WALL SCHEOULE UNLESS NOTED OIHERWSE iN THIS !/ DETAIL WALL SOLE / i /' STRAP PER PLAN PLATE PROVIDE BUILT-UP 2x ' FLR JST CAVITY BLK BTWN - 8d 0 3'O.C. ROOF RAFTER OR DIAPHRAGM �; / FUR TO MEET OR EXTERIOR SHEATHING NOTES 2x BLK BTWN EA RAFTER OR TRUSS w/16d TOE TO UPPERMOST PLY OF TOP PLATE TRUSS AND CUP PER EXCEED WIND POST SIZE WALL PLATE PER SHEAR WALL SCHEDULE,SEE ROOF DIAPHRAGM (TYP.EA.PANEL) PLAN AND DETAILS ABOVE 1. OPENING TRIMMER STUDS. OPENINGS LARGER THAN 4'-0"IN BEARING WALLS REQUIRE 2-2X TRIMMER STUDS. TRUSS/RAFTER BRG DETAIL SHEATHING 2 WIDOW PLATE. OPENINGS 6'-0"AND LARGER REQUIRE MIN 2-2X SILL PLATES. PROVDE EDGE NAIL SPACING ALONG WINDOW PLATE. CONT RIM BOARD 3. PROVIDE EDGE NAIL SPACING FROM SOLE PLATE TO TOP PLATE ON WALL SEGMENT END STUDS KING STUDS AND WIND POSTS. .�T PLATE T L *, \` PERA DETAILS N AND 4, HEADER. SIZE PER PLAN,MINIMUM 2-2x6. OPENINGS 6'-0'AND LARGER REQUIRE 2x6 ON FLAT ALONG BOTTOM OF HEADER.PROVDE EDGE PE'' R AL'AN PER PLAN NAIL SPACING ALONG BOTTOM EDGE OF HEADERS. \ 5. ALL WISP PANELS SHALL BE NOTCHED AROUND OPENINGS.NOTCHED PANELS SHALL E%TEND HORIZONTAL ABOVE AND BELOW OPENINGS BY 6'MIN WALL TOP \\ \ -`\ AND SHALL HAVE A MINIMUM WIDTH ADJACENT TO OPENINGS OF 12". PLATE \'\ \ RIM BOARD S. WHERE THE STOCK WSP HEIGHT IS LESS THAN THE REQUIRED FLOOR TO FLOOR HEIGHT SHOWN IN THE DETAIL,THE CONTRACTOR MAY SUBMIT AN / \ \ \ ATTACHMENT TO TOP ALTERNATE WSP LAYOUT UTILIZING HORIZONTAL BLOCKING AT PANEL SEAMS FOR ALL EDGES NOT SUPPORTED BY THE RIM BOARD ANY WSP \ \ \ / -,\\ �•, \ / EN SHEAR \ P H PAN FOR SP ICING MAY ORIENTED EITHER HORIZONTAL A HA \PLATE PER SHEAR WALL EL USED 0 L BE ORE TED E ER OR ZO TAL OR VERTICAL,SHALL BE MINIMUM 32'IN VERTICAL DIRECTION AND ANY \ / PANEL TO \ SCHED HORIZONTAL EDGE LOCATED ABOVE OR BELOW THE RIM BOARD SHALL BE AT LEAST 12'FROM THE RIM TOP OR BOTTOM. THE WSP SPUCE SHALL WIND POST BE NAILED Ai 2'O.C.TO EACH SUPPORTING STUD ABOVEAND/OR BELOW THE RIM. HORIZONTAL EDGES FALLING ON THE RIM BOARD SHALL BE i/ / \ \ / MIN \ W (TYP) NAILED AS SHOWN IN THE DETAIL. \\ j / / IN TE#4)/N.. \ / L1!2x BLK BTWN EA RAFTER OR TRUSS /WND POST ALIGNED 8d 0 Y O.C. N / NOTE#6 #6 VERTICALLY FUR TO FUR w/16d 0 6'O.C.TOE TO WALL PLATE UPPERMOST PLY OF TOP PLATE �w / ` OR PER SHEAR WALL SCHEDULE SEE ROOF DIAPHRAGM ROOF RAFTER NOTE#2 \ / NOTE 2 \ PANEL EN OR TYP TRUSS/RAFTER ERG DETAIL (TYP.EA.PANEL) / --' # / w Imo— W Q EXTEND SMEAR PANEL (TYP) SHEATHING OR TRUSS AND FN PER TO SOLE PLATE AND EN SOLE PLATE CUP PER PLAN / SHEAR WALL ATTACHMENT TO JST, A T/PLATE AND DETAILS w a / R.O.PER PLAN SCHED.(TYP) / // / SSm CHEPERD SHEAR WALL V PER PUN \ ._ `\ \ / �/ / NOTE#3 \\� \ / 3/ \. / L u < W L.0 WALLPP 2x LOLE i /ATE / STRAP PER PLAN /r. \ \ \\ / // '\ ! \ \\ / !/ NOTE#I CLI W J ,,' / JST OCAAITYBLKVIDE U8TWN / •' \ j\ .\ / /' A (NO MIM \ / / / \\ / V) O m Z \ DIAPHRAGM // FLR TO NEET OR / / \ Lu LL /� EXCEED WND POST SIZE \ /i COMMON STUD \ / .\•\ / WSP SHEAR WALL L" W Ll W FABOVE ,i / \ \ \ ' 6'MIN '\ /'/ SIZE AND / • / .\ - / PER SCHED. > Lu (NOTE#5) _ \ \ / SPACING PER / / \ / R.O.PER PLAN / > 0 O Z �'c \ 2z FLR 8 ANNEL TO 4 \ / NOTE®4 \ •\ PLAN(TYP) / / \ \ \ / / /' \ -- _ W 1. W ' T LA SHEAR BLOCKS c '! \ W1D \ / / / \' - Z &6 Z U PER PLAN - o \ NOTE(I '\ \.. / I I I I '•. m SHEAR BLOCK PER \ IT». \ f \ \ , TWO ROWS 8d®}• ' F a / 12'MIN / \ \ HOEDOWN AND WND L L L L O.C.SILL PLATE EN L L 2.SILL PLATE WALL TOP DETAIL,EVERY BAY FOR ) O O PLATE / % / -JST FRAMING i \ R.O.PER PLAN \ /.i W () STAGGERED W m / ' SHEAR BLOCK ,C°", ®a `a ,/ POST PER PUN SOLID WALL SEGMENT W TYP EA.PANEL \ .. \ NOTE#2 \\, y ( ) SILL PLATE EN SHEAR � / / ATTACNMENi 10 TOP .a a * \ \ / \ \ / 8ST FUR TOP LIMIT OF PERFORATED SHEAR WALL(PSW)PER PUN ANCHORAGE PER PANEL TO / PLATE PER SCHEDULE. ' / �`\ \ '\\`\ ® \ / PLATE&2ND SHE WALL WND POST LIMITS OF SHEAR PANEL / / ` \ \ ` / ` \ / FUR SOLE TYPICAL PERFORATED SHEAR WALL (PSW) - SCHED (TYP) I EXTEND SHEAR PANEL I / \ \ \ / / i \ \ p TOTEM PLATE AND EN I PER PLAN \' / PLATE B - \ / / \. \ SCALE:1/2"=I'-0' O�T9RIOR WALL•ELOOFI FRAMM 00•TO WALL WND POST AUGNED � / \• \ \\ / PANEL SPLICE 'T - I VERTICALLY FUR TO FUR / \ •\\ \ j `\ \ \ / ON CENTER OF RIM BOARD w/ PANEL EN OR EX NO SHEAR PANEL (TYP) / \ \ / / \ //! 2-ROWS 8d FN PER TO SOLE PLATE AND EN' SOLE PLATE T SUBF OOR \ `. ". \ \ 3"D.C. n i 8d 0 3'O.C. 2.BLK BTWN EA RAFTER OR TRUSS SHEAR WALL - ............ ... ATTACHMENT TO JST, PER PLAN \ '\ i� \�\ STAGGERED, UPPERMOST PLY OF TOP PLATE w/t6d®6'O.C.TOE TO WALL PLATE TITLE: SCHED.(TYP) / / BM OR WALL BELOW \\ \ / // \ \ \ / MIN'1(s GAP OR PER SHEAR WALL SCHEDULE SEE ROOF DIAPHRAGM ROOF RAFTER OR TRUSS AND (/ PER SHEAR WALL \ .� BTWN PANEL (TYP.EA.PANEL) 8 / / ! ? \ \ / TRUSS/RAFTER BRIG DETAIL SHEATHING CUP PER PLAN AND DETAILS WALL SOLE / / SCHED A.T/PLA / \\ \ i \ EDGES PLATE / j STRAP PER PLAN PER R PLAN FIR / PROVIDE BUILT-UP 2x ( `� \ / i / BOARDIM T L" - .- STRUCTURAL 6 DIAPHRAGM / // / BLK BTWN FUR TO MEET \ /`/./- PER PLAN OR EXCEED WIND POST \ / ri \ \ / / MIN 2-2X KING ! SIZE ABOVE \ / \ SIDS ALL /,,� \\, ——— \ / \ oPE s DETAILS \ \ / 4LA! EN FLR PANEL TO '\ ! (TYP) / / // \ \ 0 JST OVER WALL / \ \ \ / / ' / \ \ i I \ IN \.� \ / 6°MN / \ 6'MIN- \ \ / \ / ' .. ..JST,BM PER PLAN \ / 4 0! / YID (NOTE p5) /. \ \ /c// / \ \ \ / (NOTE/5) / NOTE#4 \ Y WALL TOP DIRECTLY ABOVE AND / PANES / NOTU\$5) NOTE#4 \ / / NOTE#4 \ \ PLATE / / AUGNED WTH WALL OR �- / .WDTH * ` / / / \ \PANEL \ / \ NOTE#1 \\: SEE NOTE AS DATE ISSUED: R6 / BUILD WALL i0 \ /j�. // NOTE#I i / �'• /�/ / \ \WOTH \ /' NOTE#1 / \ < EN SHEAR / UNDERSIDE OF FIR W' / ! \ ,,, \ / ` \ 04.19.2013 / \ /i r MI mMIN 2 a PANEL TO / ,' JST ATTACHMENT TO W. / \ / \a i \ '\ / o \ ( '\'\ / �^ a , STUDS ALL REVISIONS: WND POST """"""" "` TOP PLATE PER SHEAR o_ �•a ! / 1 \ „ _ / c \ \ 12"MIN)'\ \ k / \ TYP) EXTEND SHEAR PANEL WALL SCHED = d` / /' \ \ s \ / \ - \ R.O. OPENINGS IN _ TO TOP PLATE AND EN LIMITS OF SHEAR PANEL / / .%,/ \ /! / \ \_ \ \ 110 MPH WND PER PLAN 0 PER PLAN \ \ ,.� \ NOTE#2 \ ZONE(TYP) U / / \ \ \ / EE HTHMOR WALL.k�ooB FiiAARJO PARALLEL To WALL ./ \ \ \ \ \\ 4a EXTEND SHEAR PANEL TO UNITS OF SHEAR ,i'j' \ -'�' / 8d 0 6'D.C. u \ m' / \ \ \\ / \ 8d 0 6"O.C. PANEL EN QR PANEL PER PLAN \ / / / ALONG WALL '/' / \ \ \ / \\ . \ / / \ ALONG WALL g� SILL AND EN PER SCHED OR ;� \ f i / \ \ / SOLE PLATE / SOLE PLATE aLL FN PER PER DETAIL A AT EX WALL COMMON STUD PER 's \ ,/! / \\ t\ \ / R.O.PER PLAN SHEAR WALL PLAN \ / /!/ \ / / SOLE PLATE / \ / \ / / SCHED.(TYP) ... / / .._..... ..... WND POST PER PLAN \ SOLE PLATE R.O.PER PLAN /` SHEAR WALL / . / (TYP EA END) PERUPLANIOR / *PERPLANO '� / i / \ DRAWN BY: BW SILL ANCHOR /j / \ / RIM BOARD \ \ \ \ / / ,+'.' RIM BOARD PER SCHED. // /i SILL PLATE `\ \` / / \\ \ \ ,� / / // \ OR SOLD \ ` / / / \ \ \ \ ! / !` \ ,� \ \ \ / / / OR SOLID EN SHEAR ` / / - i ./ \,\ \ \ / / \ BLK DETAIL T \ //'/ \ \ \\ / // / \ \\ /` BU(DETAIL PROJECT#: vg PANEL TO / : T NON WA \ \ / PER PLAN DN W \ \\ PER PLAN 03824 �W WND POST / GENERAL SILL ANCHOR PER PUN ..;'I I_ I '. T T I'.- I 1 I a I I PER Y TOW( ) / // / L l: L'. -.L "'L.. -L L -"L L L L L '.L ;. L ..L x ._.L,....< DRAWING NO.: PEY R PLAN I I TWO ROWS .. .: ..'�•.�.• .. 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CENTERVILLE, MA r Vk' 2x PT SILL PLATE AND AS PER SILL STAMP: Y'CFILLERE%SEALANT PLATE ANCHORAGE DETAIL TOW _ 2-/4 CONT TOP C{COL/DB/FTG PET R PLAN _ .11 OFNe.. 7g /5 VERT 0 10'O.C.,FS * Yea PER PUN $--- p'T�BT1,A`(i I' WOOD POST PER PLAN PER PLAN ( - TYPE BC/BCS CONN � FL COL/FTG - /4 VERT 0 16'D.C.INS BTWN POST AND DB DROP BEAM PER PUNJ� y _ SHIM TO FIT HARDWARE 4 HOR A IZ CONT®16'O.C. ' ,y;L''- w/PT SHIMS I PER PUN g• EXPOSED FACE SIMPSON TYPE ABU BASE v T/PIER _ w/1"STAND-OFF PER PUN • FOC OS �FIN.GRADE 4 .._........... i o o PER PUN PEY q PUN \�. TYPICAL EXTERIOR SHEATHING W e o OR SHEAR WALL SHEATHING - BASER LA PUN FOR COL& /4 VERT IN ' f �:, � .�� � PER PUN CENTER OF PIER BASE PLATE SIZES .._... - 2x PT SILL PLATE AND AS PER V' PIER DIA.PER PLAN SILL PLATE ANCHORAGE DETAIL C A A (RECESS NUT AND PLATE) T SUO FLR EXT SLAB OR AN COL ISOLATION JOINT ALL d4 HORIZ GONT AT JS POINTS PER1 PLAN GRADE PER ARCH EXPANDED BASE FOOTING AROUND w/SEALANT 1�AN AND BOT OF WALL FS TOE I _ DWG SY BIG FOOT OR SLAB PER PLAN TOP REINF PER FTC SCHED i PEAR PLAN- . APPROVED SUBSTITUTE (WHERE OCCURS) Consulting 5lcucnual>•.ngineec,Inc. TS FlN GRADE VARIES •..' PER R PLAN _ PER SITE PLAN Knox Tr4 Swrc 201 FIN GRADE(LOWI ° 53 Acorn,MA U1720 `F PER PLAN - /\/\ '/ ��FlN�GR�ADE 2-4 CONT TOP xvw -e.us.com PEY R PLAN / 1 SEE TYPICAL /\\\\ BASEMENT FOUNDATION I �/�-'/\�/i.// a u5' • .' AS PER DETAIL - � 10• WALL(HIGH)SECTION FTG DIA.PER PLAN 952 COMPACT PER PLAN nI •EO• �j//`%�/�"'� STRUCTURAL FILL OR ACT LAP MIN 36' �•I FOUNDATION AT PARALLEL JOISTS - iG STRUCTURAL FILL OR SOT REINF PER FTG SCHED Lxµr PER PUN UNDISTURBED MATERIAL /5 DOWELS®10"O.C. L �„ SCALE:3/4• UNDISTURBED MATERIAL - 24 A-A o n PIER FOUNDATION (EXPANDED BA SE n INTERIOR COLUMN FOOTING e V SCAE: 1'-0" GRID H: /5 O 10'O.C.TOP GRID G.S: 4-i5 C NT TOP Y• OR YN'PT PLYWOOD SILL PT SILL PLATE AND AS PER - BTWN JST ENDS AND CONC SILL PLATE ANCHORAGE DETAIL /4 TRANS 0 6'-0-O.C. WALL PER PLAN I - - 2-/.5 -JST R.TO MATCH JST (RECESS NUT AND PLATE) DEPTH 3-d4 CONT ROT PLATE ANCHORAGE ADETAIL PER SILL f ° 5 T SUB FLR�EA JST EXT SLAB OR FIN PT SILL PLATE /G y CONT ROT SLAB PER PUN B FT t PER PLAN - GRADE PER ARCH TS PER PLAN • /\/\/\�/ \ TOW DWG PER R PLAN ./— 3-8 ®GRID M, /./// ,- // 1'-8'®GRID C.5 1'-0' 1 4' P - ' 95%COMPACT SLAB 6'-0'®GRID H,4'-0"®GRID G.5 {' THICKNESS T SHELF f \\\ \ _ PER PLAN - " STRUCTURAL FILL OR UNDISTURBED MATERIAL /•/\\/\-/ 95xIGDMPAGT GARAGE FOUNDATION WALL HIGH) SEEBASEMENT IAFWNDATON STRUCTURAL FILL OR 5 / WALL HIGH SECTION B. 2-0' 8' UNDISTURBED MATERIAL SCALE:3 4'=1'-0' 2x4 PT SILL PLATE HOR AB ( ) 1..1..1 PER SILL PLATE ANCHORAGE 4' l� W WALL CONBTPo1C710N AFTBi BLAB 5_ACBAENT DETAIL(PLATE WASHER N07 0 z 2x PT SLL PLATE AND AS PER SILL REO'D AT SHELF ERG) 10' < ` PT STUD WALL CONSTRUCTION LOAD BEARING OR SHEAR J�"COMPRESSIBLE JOINT PLATE ANCHORAGE DETAIL - lyJ LEAVE-OUT IN L PER PLAIN TO PERMIT SUBB PER PLAN _ V' PLAN 9AD M LLPPULLSANCH ANCHORAGE AS TER Y"COL EB w/SEALANT A_. PLAT CONT OORA E DETAIL PER SILL TO R w/SEALANT -Y- '��. x< 2 SOP 30F FOUND w N w CONT 2x BLK AT TS LEVEL "S CONT PT PLYWOOD 2-d4 CONT T&B ATION AT BEARING SHELF > SLA ATE TS 0 GE DETAIL d PER - FOC/FOS PER PLAN Q Q W J PEA R PUN " TDA__W- — I TYPICAL EXTERIOR SHEATHING C Lu J SLAB €- - �f ... PSR PUN a \ _/ FlN GRADE VARIES OR SHEAR WALLSHEATHING w L.L m THICKNESS �' - $ .. - L ♦ .......c PER PUN O m > AN PER PLAN .\ PER PUN I 8• '.'7/\7/ / >- SEE TYPICAL FLOOR BEARING �J,J I„L, IJ-I PERIMETER DETAIL Lu O Z PER PUN 2x PT SLL PLATE AND AB PER W �( W SILL PLATE ANCHORAGE DETAIL Z 66 Z_ U 3-/4 CONT ROT 2_0• 95X COMPACT _ 1 2-d4 m O STRUCTURAL ALL OR - , CONT TOP /4 TRANS 06'-0'O.C. WALL COM6TAl1CT10N PRIOR TO BLAB UNDISTURBED MATERIAL _ OW m INTERIOR STRIP FOOT/NG PEY R PUN 9 - SCALE:3/4'= PER PUN /4 TRANS 0 6'-0'O.C. \ 2,4 KEYWAY /•\/�-/�/• i CE COL/FTG3-04 CONT ED ED 1 CONT BOT B T n n PER PLAN Y To' 7 TITLE: SIZE AND RE NF FOR PIER F - 95X COMPACT 2'-0' STRUCTURAL ALL OR �UN ISTIlRBEO MATERIAL - ¢ s GARAGE FOUNDATION WALL LOW a 4 _ SCALE.3/4'-I'-0' d4 VERT®12 O.C. � REFER TO PLAN FOR COL& FOUNDATION BASE PLATE SIZES PROVIDE /5 0 12"O.C.EW,CENTER IN 2x PT SILL PLATE AND AS PER SILL DETAILS ZZ Y"LEVELING PLATE WALL PLATE ANCHORAGE DETAIL 9 2-d4 CONT T&B A A NON-SHRINK GROUT . STOW a' COL ISOLATION JOINT ALL N (Y"MIN TO*r MAX) - PEY R p�pN FIN GRADE VARIES AROUND w/SEALANT POINTS ATE ISSUED SUB PER PLAN 15 TS d4 HORIZ CONT AT J$P D .� PER R PLAN -- x._.r_ ,�x�- z d5 DOWELS®12'OC, ag. AND BOT OF WALL UP MIN 36' I• *- ALTERNATE DIRECTION OF I 04.19.2013 LEGS TO SUPPORT FTG REINF •9. REVISIONS: THERMAL JOINT PER ARCH DWG /4 DOWELS 0 12'O.C., I g SUB-ON-GRADE PER PUN 36'L 9 W AS PER DETAIL THERMAL JOINT L ALTERNATE DIRECTION OF EE TS PER ARCH DWG 2x4 KEYWAY UP MIN 28' II.E LEGS TO SUPPORT FTG REINF PER R PUN - 9" g PIER REINF PER SCHED 12" THERMAL JOINT PER-ARCH DWG 12' .: I .. 8'MIN SLAB-ON-GRADE MIN MIN p / /\/•,� PER PLAN Y"CRUSHED STONE SLAB-ON-GRADE PER PLAN Y"CRUSHED STONE 3ym TOP REINF PER FTG SCHED .-//•//�/.,/„�/, WRAPPED IN MIRAFl WRAPPED IN MIRAFl y S (WHERE OCCURS) • IS 140N OR APPROVED A TS 140N OR APPROVED 9 pTG PER PLAN .;,� SUBSTITUTE PY ER PLAN -.as S18STITUTE DRAWN BY: PER PUN 3-d4 �/.\//\/\ B'MIN " I@ P.I{I �I, } `• FNON PERIMETER 8'MIN II - i €I III -'� FNDN PERIMETER BW CONT BOT //�//i�..�/ � c / / / //. PROJECT#: LL � a \ /!l DRAIN PER ANION NOTE GRAIN PER ANON NOTE =k D G - - / /12 ON DWG 50.1 /�%\/�/i, -.• / d12 ON OWG SCI 03824 95%COMPACT T 10' Y 95%COMPACT uw PER PUN I E �� ///\//\\\ STRUCTURAL FILL OR STRUCTURAL FILL OR } 4 CONT ROT B/�G DRAWING NO.: BOT REINF PER FTG SCHED UNDISTURBED MATERIAL 2'-0' UNDISTURBED MATERIAL PER PLAN / \ PER PLAN \> \/ /\\ LaW PER.PUN %� \'�/ 390T - � - /4 TRANS 06'-0'O.C. CONT BOT da a� GARAGE FOUNDATION WALL (STAh BASEMENT) r§ �J SCALE:3/4'=1'-0' T 10' T 95S COMPACT T 10' Y 95%COMPACT S0. 7 ^y� INTERIOR PIER FOOTING STRUCTURAL FILL OR _ STRUCTURAL FILL OR 1'-0' 2'-0' UNDISTURBED MATERIAL 2'-0 UNDISTURBED MATERIAL 3 BASEMENT�FOUNDATION WALL_(LOW� FO n BASEMEN7oUNDATION WALL (HIGH) CH) m r � s% 3019 9QIA]AYI Lse j-F$l BVv B Peu.<lb L\Uam\IJorketotbn\[Mopbme\CBE ProJzt F�iea\03bTq BLFR-Mnl4ge RelBxe,Pdnt O,Ptnea Av<,[mfmllle,HA\puubga\Polnt a PMa BI_OA.dug W n oT�\>vmoaom-u-�s��zoy��aoAm�yo3m�m�o�ENg`oo°;t j�5Ao�s Fm�4Aoo���u-of£.�'��o�go����R��E�•sgA�co'Foo>��'��E_�.,-om�oozm'zo"�m�'�o�,--"�J:>IIII. IIIIII1III �-m�1h,yf•m6�•-��-�IIIIrIIII&-�'-IIAI t���o-�-L--'J'a�--'<�`Ymv>^;\-'-r r�-��--3/-��'/-•.�. f\/^�N�.n�oD��i��OI�>/_g>orc.nm�zNe,-ig��a�'-�uE>-�Y,-.^,�,',d,F--oo�-�_oa o Foou osFA'p•"z��Qm-I'I.TrIii�_m�m9i-g=-- II m --_- Ii Y? 111 t z o• za'-D• 2 o`-0-III''-4/Lrt•o 0IItAIIIIIII • 20'-3• SLOPE B FTG 3HIV 12' < zo�a . Fj FiF B TG=39'-0• Fl _ - SLOPE ON PER ARCH DWG PER Lcq 8HIN AI a IIIIII III _�TWwBa=�o�w�Iti3F=o mT'^ aaGi�\ s fi-A=3 Ll 6o.'-_0 9'-4• -10' ct B/FT G=a- TO 44' TLSUB --g, m 'A r> 12'-3T p. SCHEDPER J D• I n � mz0 m> �w Im cl o v oS� n Zo� rtsc. N(n—� �- \- f-NWP A S/vfLS TUI D o WALL w A 16 x m $� — a" L l 2 AS t L czmn>G�omoi mAao;A T-�oox ^ED o� 3 Tm E EO oo --- � r�iK fi lz Nu m ,;,n..—� X AB/STUD WALL LLL—LL� -o NEW RESIDENCE ° z FOR' Z p :` m BOB & DEBBIE ARMITAGE -I o o POINT OF PINES AVENUE 3U E aS4 - .J ,,...�.�\I 5�O �, z CENTERVILLE, MA y s r 5.Am 2013 I C9E PmJ F 54vctlrol Pan.ctb C.\UamUJn.kalollm\Dropba\CSE cl Plles\R3b24 BLFR-Annit•pe Reaidvrn,Pdrrt IX Ptca Ave,Cmimllle,N.\Pnubga\Print IX Pbo 51_OB.duq ' s= vF �m ���=o � _ �A � ow,4 g i> s _ Ap a o o m tea; _o o r m > m i; _-_____ I -I _ _ _ Ual >�mm A � � �;m ��• - - L-o I I -J/ jp4 - - - _ $o I rl/ Luo J / r I s ----J - I mo I ' I I I I I I� �• �� - j i £ I I I r----- IZF IW I I I I / 1 - -•-> L-CL__J I I - iI I I I i I I � _ e e,0• I I I II 90 I I I I v II>�'o oD op or L ---J 6._0. im �V I ^3 o� r.� e C:o - 3_6• I i i -, - Ass zA- I I x I I I _ I I I ig j y IW I I �% U o u o ❑ I o ---- I �_ __ _ ________ _d____1_ _� I 7_ I I I I O6._q. tq._cv t,6. 2• A 5 I I g O I I2._0. 28.-0. PSp n E E g 6'-6' 2'-0" 7'-0" 30'-0" I z 45'6" Q , n�j D Co C D O D .o - NEW RESIDENCE = D J � ° o FOR - � D BOB & DEBBIE ARMITAGE v' P Oo m = o N ' Z POINT OF PINES AVENUEji z CENTERVILLE, MA T- STAMP: .,Nat l6an 3• I Consulting TAIRS PER / 53Knox Trui,Suite 2 Engineer,Inc. 01 ,I #TARCH DWG ... \\ \I Acton,MA 01720 — — — — — :_. G.5 — — — — r Ps Pr — r m I 2x PT(EDGER TO MATCH J5T I / C4A GA DEPTH 1/7 SCREWS 12"® D.C.STAGGERED I / — y H328 UMIT OF FNON WALL BELOW.1 11%E DJ311 0 1"0.. 2AYP ` I - ( �•7 7:01" N BM'S OVERc7 W Q HO FOR L Cl ITY— W Q N J 0 C W J PROVIDE 4'BRG POCKET IN FNDN N O w z \ WALL w/MIN 2x PT NAILER PLATE 50.5 \ W (D m AND MIN Y"CUR BM TO ALL LY m ADJACENT CONC SURFACE OR WRAP W LL W' C.3 b 314®16 o.C. Q C4A EMEND w/15#FELT PAPER•TYP O z C.2 LU CZ LU Z U _ _ T T— PRO DE rE R/L I m C.1 — — - - — J I S K H G ER T Y P I O O m d I I so.7 B — — — — — — — — — ®P66-PT SE BEAM SCHEDULE POST SCHEDULE / °B°FRAMING MEMBER SIZE PARK 92E POST CAP POST BASE 2 QUANTITY(PLYS) C'TYPE(2x IF OMITTED) $0.7 •A°LOCATION r"Ds TREATMENT P224 (2)-2x4 29'-0° EXAMPLES: - S2210-PT (NONE IF OMITTED) P324 (})-2x4 - _ TITLE: 41•-0• H328=3-PLY,2x8,HEADER FB214L=2-PLY.14"LVL FLUSH BEAM D82210-PT=2-PLY,2x10,PRESERVATIVE TREATED,DROP BEAM P424 {4)-2x4 1 2 3 _ _ FIRST FLOOR MARK"A" LOCATION MARK'C° TYPE H HEADER LMLVLFIRST FLOOR FRAMING PLAN NOTES: DROP BEAM LSFRAMING PLAN FBFLUSH BEAM P (LEFT) I. SEE DRAWING 50.1 AND 50.2 FOR STRUCTURAL NOTES AND ABBRENATIONS. RBRIDGE BEAM GL P426 (4)-2x62. ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL DRAWINGS. VERIFY ALL - VH VALLEY BEAM - P44 4x4 AC/LPC/ACE(NOTE#3) BC/BCS HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. PBEAM a 3. FLOOR DIAPHRAGM SHEATHING PER WOOD CONSTRUCTION NOTES ON DRAWING 50.2. MARK C_ TREATMENT - - P66 6x6 AC/LPC/ACE(NOTE#3) ABU66(NOTE#4) DATE ISSUED: S 4. FLOOR JOISTS OF-NOTED°0J/##•ARE OPEN WEB FLOOR JOISTS IN ACCORDANCE WITH WOOD FRAMING SPECIFICATION NOTE 19 ON - PT PRESERVATIVE TREATED P37P 3'h•x7°PSL - - 04.19.2013 DRAWING 50.1. PROVIDE STRONG-BACKS AT MID-SPAN IN ACCORDANCE WITH DETAIL A/50.5. W WOLMANIZED REVISIONS: _ CONVENTIONAL LUMBER ENGINEERED LUMBER AC/LPC/ACE,TYP P55P 5Y"x5Y"PSI (CCQ ONLY WHERE ABU66(NOTE#4) MARK"B• QUANTITY-SZE MARK"B• QUANTITY-SIZE SHOWN ON PLAN. g 226 (2)-2x6 27 (2)-IY"x7Y• NOTE#3) 9 326 (3)-2x6 37 (3)-1Y"x7Y• 31f/6 x8*'h" C3 M O.D.CONCRETE LCC (SPRINGFIELD PLATE), g 128 (1)-2x8 29 (2)-IY"19Y" FILLED LALLY COL SEE 6/50.5 Sy 228 (2)-2x8 39 (3)-IY"x9Ys• LCC(OR FABRICATE PIPE 314(4.0 y .0. ym 328 (7)-2x8 nl (1)-IY°x11Y° C4 SCH 40 STL PIPE) MIN Rs"PLATE, BP-A.SEE 6/So.5 9 _ 1210 (1)-2x10 211 (2)-IY"x11YY; SADDLE SIM TO LCC) • � 3n (3)-1YxnY, 2210 (2)-N!O ' " POST SCHEDULE PIPE NOTES M(4°O.D. CP-A CP-B, SP-A w/Y•LEVELING DRAWN BY: 8W ` 3210 (3)-2x10 112 (I)-lY"x11;¢° C4A SCH 40 STL PIPE) PER PLAN PLATE,SEE 1/S2.2A zx 1212 (1)- ,2 212 (2)-IY"x11;¢" PROJECT#: wg 2212 (2)-2x12 312 (3)-IY•x11r,§° 03824 3212 (3)-2x12 412 (4)-IY'x11�• 1. "-PT°ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. DRAWING NO.: uy 2. •-W"ADDED TO THE POST MARK INDICATES A W'OLMANIZED POST. 4212 (4)-2x12 114 0)-lY°x14° 3. CAPS NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED u 214 (2)-1Y•xt4' ON THE PLAN. CCO/ECCO TYPE CAPS ARE REQUIRED ONLY WHERE SHOWN ON -3 - - 216 (2)-tY•x16" THE PLAN AND SHALL BE SIZED FOR THE BEAM(S)SIZE AND ORIENTATION /�/� w _ THAT THE POST IS SUPPORTING. `J'`L) ,//..\`` 4. ABU BASES ARE REQUIRED ONLY AT POSTS BEARING OIREC7LY ON CONCRETE. g }76 (3)TY xi6" PROVDE TYPE 8C OR BCS WHERE THE POST IS SUPPORTED BY A BEAM. REpp BEAM SCHEDULE NOTES: BASES NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED 9? 1. SCUD MEMBERS MAY BE SUBSTITUTED FOR THE BUILT-UP LUMBER SPECIFIED. ON THE PLAN. L� r STAMP: ' 20•-0• 34'-0' S'-0• 13' g•_g• 0'3 i EHik1`!; DECK B ACE PER r �_' I. — — FH3710-PT . —__L _ FB3210-PT_ _ _— F43210-PT _ DETAIL 0/S S.TYP SRrr ry 97i � ' ,'Sy LEgyAa I P -PT 66-T I P68 Pi 66-PT I STAIRS PER ;I ARCH DWG ' 8 PT ND 16 G.C., ' LOW A IN 2x FB3210 PT FB228-PT PROVIDE TYPE LUC CONCEALED FLANGE 5 HANGER AT CORNER(HIGHAOW) b P61 PT P66 PT 666-PT F ex o; H 2s PT LEDGER TO MATCH m JST DEP 3 Z ! fB228-PTE° LEDGER OKwSCRENS S A \ 2x 0-P 0 1' xS B2210-PT (LOPQ L 12 0 C STAGGERED TYP 5I1.5 ..... .. .........H326. _..._. _ \ 2x PT LEDGER TO MATCH JST O.0 �P6-PT ' \ DEPTH w/33A'LEDGER LOK (LO I I SCREWS 0 10'O.C.STAGGERED PtH ST L fOR _ Covsulang Scxucnual Engineer,Inc. \ — T — _ — — — L NDIN NLY — —11 , 1 1 1 5 Knw.. se us i.201 1111 m N K � 3 \ 50.5 H37L- H � 3�L '..._. Anon,MA U172U 1 — ...H328...._. ...H328 .. : — \ 9M 1 I 112L i —�— H.9 0.7 ::I ".- BRG WALL sDs ABovE.rw 1 I II 50.5 F\Q`` C3 o I I 50.5 ? •I 1* ®`.0. '��'\ 11 OJ31 ®1•0.. 0112E Nj26 B CK OUD /L TO CJ _ ATC T DEP BE EATH o' / ST BO TYP BE 1 I. 6 50.7 C3 D 212E D 12L C4 0 312E - 4 0 12L 4 D 4 C4 50.5 5 L 6 50.5 J.5 - W .p. /w�11�� � 11 •OJ 14 Yxib �, RG LL BOVE TYP w Q _ W Q CC cc G DE 2121. C3 21. Q ...........D 3312L C3 0 12L C3 21 — — — — z W N o r _.. _ _.. ...- — — — — — w cn C.9 � Cw ZJ Lu Om � > LL Co ro 2A w F� w / Y6 O.r �\ 50.7 0 O Z PRCIA.EE 4•BRG POCKET IN FNDN I w *6 ZA WA w/MIN 2x PT NAILER PLATE z w z W 50.7 AND MIN Xx"CLR BM TO ALL m Z U EPR SSED FRA ING ADJA NT CONC SURFACE OR WRAP O O NTER EDIA LA DING —BM NO w 15 FELT PAPER,TM ' _ \ - ............_ _ LIMIT OF FNDNTyp — WALL BELOW. J PROVIDE 2.P LEDGER TO MATCH JST DEPTH ALONG FNDN WALL w/J6'DIA. x5•TITEN HD IGALV ANCHORS 0 32• I O.C.STAGGER D TO FNDN WALL(TYP) - a — — —� TITLE: D8328-PT 1-1-PT D8328-PT �1 FIRST FLOOR FRAMING PLAN (RIGHT) < 0 1.RSR OAWI5N0G.1 PA NOTES: 34'-0• 61'-0• . IS-6 8'-6• - 50.2 FOR STRUCTURAL NOTES AND ABBREVIATIONS. - Y 2 ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL DRAWINGS VERIFY ALL DATE ISSUED: 3 HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 6 7 8 04.19.2013 .� 3. FLOOR DIAPHRAGM SHEATHING PER WOOD CONSTRUCTION NOTES ON DRAWING 50.2. - REVISIONS: y 4. FLOOR JOISTS DENOTED•GJgp/•ARE OPEN WEB FLOOR JOISTS IN ACCORDANCE WITH WOOD FRAMING SPECIFICATION NOTE 19 ON S DRAWING 50.1. PROVIDE STRONG-BACKS AT MID-SPAN IN ACCORDANCE WITH DETAIL A/50.5. - E� DRAWN BY: 8W �gPROJECT#: 03824 " DRAWING NO,: R S2 . 1 B L� r STAMP: w �3N OFb E 1:RrA1$: bxx 1 "�V�vw4a 1•_p• y STD BM GAGE 2 3.2 / URGER OF 6'OR'Bf 1,}• STD OF GAGE _ 4 4.5 OF SUPPORTED BM 6' `z LARGER f' F 1� 3' o OR'BI'OF m 12'-0' 41'-6' .. 29-6' SUPPORTED BM I o 0 exl2'x Bf STEEL 1$'x9•x'Bf STEEL PLATE PLATE E 4' 4-3:'DIA. 1/q 2-Y,'DIA. t a I MIN A325 BOLTS A325 BOLTS A STL BM PER PLAN / F PER PLAN 3' 1� 2• 3 16 ,� 3 t 5 AL STIFF EA SIDE \ / �.� ALGN w COL Consulting Structural Engineer,Inc. ................ .............. \ \ CENTER.lYP 5 x mil,UT72001 ....... 3 Knox - CAP PLATE u c m AUCN w WINDOW / e Acton,c 1 2 1 .. .....-�7R;NMCR/STUD ABOVE \ \ 2-%*DIA.x3' 52.2 50.5 522A I LAG BOLT®STD I COL PER PLAN H — — — _ ,_.. BM GAGE PER PUN PER PUN G.5 - - - I I So. - - - 1 SIM END STL BM BASE PLATE w/Y' LEVELING PLATE 50.6 / NON-SHRINK GROUT P326 - - (3:'MIN TO 1kx' SEE NOIE e7 THIS DWG, MAX) C4A C4A lYP ALL BM ND HDR pERFPUNIER FNDN PER PUN NOT LABELED x8 076' .0 ELEVATION 1 _ SIM 4 _ _ / 1�71 I ILA. /'BASE n 50.5 ®]g PUTS w/4-�§'CIA. MECHANICAL AB w/ O O OR(4)Dfi BDIA.ENT oN A8-7 w/8'EMBED., CAST-O O SCHEDCAST-IN PER AB n �J 1/4 V L m in - f w F8212L ...... /,. fL FNDN/COL H 8... 2 0 _ BTi6 W C/) Lu J . W x: ALIGN M POST ABOVE FASTEN L P S CE I PER NOTE®5 ON S2.4A G.JS 0 STEEL ILL, YP COLUMN A T STEEL BEAM O LL C4ALu 4'-0' ®16 O.C. ............. -...._.. 7/' 0 O C.2 0- LU z H326 PJ1. m Z U W C.1 — — — — 132 P326 LIMIT OF A C R O 2-BAYS 81 K®48'O.C. 2 I SHEA ING TYP O OL C. 7 — — — ALONG PARALLEL WALL,TYP12 Inn I I B — — — — — P66-15T BEAM SCHEDULE F POST SCHEDULE • 155 'B'FRAMING MEMBER SIZE MARK SIZE POST CAP POST BASE I I QUANTITY(PLYS) C'TYPE(2x IF OMITTED) 'A'LOCATION 'D'TREATMENT P224 (2)-2x4. - - 29'-0' EXAMPLES: 082210-PT.��4..PT (NONE IF OMITTED) P324 (3)-2xa - - TITLE: 41'-0' H328=3-PLY,2x8,HEADER FB214L=2-PLY,14'LW,FLUSH BEAM g - DB2210-PT=2-PLY,200,PRESERVATIVE TREATED,DROP BEAM P424 (4)-2xa - - SECOND FLOOR 1 2 3 _ _ MARK'A' LOCATION MARK'C' TYPE P226 (2) 2x6 FRAMING&FIRST PR HEADER L LVL FLOOR CEILING SECOND FLOOR FRAMING&FIRST FLOOR CEILING FRAMING PLAN NOTES DROP BEAM LS LSL P326 (3)-2x6 - - FLUSH BEAM P PBL FRAMING PLAN o1. SEE DRAWING 501 AND 50.2 FOR STRUCTURAL NOTES AND ABBREVIATIONS. P426 (a)-2x6 (LEFT) RIDGE BEAM GL GLU-LAN2. ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL DRAWINGS. VERIFY ALL VALLEY BEAMpq4 4x4 AC/LPC/ACE(NOTE/3) BC/BCS HEADER ELEVAIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. HIP BEAM - - a 3. FLOOR DIAPHRAGM AND SLOPED ROOF DIAPHRAGM SHEATHING PER WOOD CONSTRUCTION NOTES ON DRAWING SO.2. MARK V TREATMENT - - P66 6.6 AC/LPC/ACE(NOTE p3) ABU66(NOTE/4) DATE ISSUED: S 4. FLOOR JOISTS DENOTED'OJq@#'ARE OPEN WEB FLOOR JOISTS IN ACCORDANCE WITH WOOD FRAMING SPECIFICATION NOTE®9 ON PT PRESERVATIVE TREATED P37P Wx7'PSL - __ 04.19.2013 DRAWING SO.1. PROVIDE STRONG-BACKS AT MID-SPAN IN ACCORDANCE WITH DETAIL A/SO.5. W WOLMANIZED TYP REVISIONS: I. ALL COILING JOISTS SHALL BE PROVIDED WITH LATERAL SUPPORT BRIDGING AT A SPACING NOT EXCEED 8 FEET ON CENTER ALONG THE - CONVENTIONAL LUMBER ENGINEERED LUMBER (COON ACE'ERE JOIST SPAN WHERE ATTIC FLOOR SHEATHING IS NOT PRESENT. BRIDGING MAY CONSIST OF SOLID BLOCKING BETWEEN JOISTS OR P55P 5,'x5Y'PSL (SHO ONLY WHERE ABU66(NOTE#4) MARK'B' QUANTITY-SIZE MARK'B' QUANTITY-SIZE SHOWN ON PUN, MINIMUM 2x4 CONTINUOUS WOOD STRAPPING FASTENED TO THE TOP OF EACH JOIST WITH 2-8d NAILS. HOLE�) g 6. ATTIC FLOOR SHEATHING SHALL BE FLOOR DIAPHRAGM SHEATHING AS DEFINED IN THE WOOD CONSTRUCTION NOTES ON DRAWING SO.2, 226 (2)-2x6 27 (2)-1�'x7Y' J EXCEPT THAT NO GLUE SHALL BE REQUIRED FOR THE ATTIC FLOOR. LIMIT OF SHEATHING AS PER PLAN. 326 (3)-2x6 37 (3)-t;;'x7Y' 314'0.0.CONCRETE 3)y/6'xB'xY[ 128 (1)-2x8 29 (2)-ti;'x9Yq' C3 LCC (SPRINGFIELD PLATE), FILLED ULLY COL SEE 6/SO.5 7. REFER TO THE ROOF FRAMING PLAN FOR HEADERS AND BEAMS NOT DEFINED gLL ON THIS DRAWING. LCC(OR FABRICATE 228 (2)-2xB 39 (3)-13:'x9Y' I PIPE M(4'O.D. k 328 (3)-2x8 111 (1)-I�'x11Y•' C4 MIN 3Ts PLATE, BP-A,SEE 6/SO.5 yw SON 40 STL PIPE) SADDLE SIM TO LCC) S� 1210 (1)-zx10 211 (z)-13:'x11Y , S DRAWN BY: 2210 (2)-2x10 311 (3)-ti:'x11Y' BW _ g PIPE 314(4'O.D. CP-A/CP-B, BP-A w/j:'LEVELING 3210 (3)-200 112 (I)-13;'x11;g' C4A SCH 40 STL PIPE) PER PLAN PLATE,SEE 1/52.2A v.g 1212 (1)-2x12 212 (2)-1Y4'xl I PROJECT#: 2212 (2)-2x12 3 22 (3)-13."x1T�, POST SCHEDULE NOTES: O3B24 u9 3212 (3)-202 412 (4)_IyxIFW 1. '-Pr ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. DRAWING NO,: 4212 (4)-2A2 114 (1)-1y4'x14• 2. •-W ADDED TO THE POST MARK INDICATES A WOLIAANIZED POST. 3. CAPS NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED n 214 (2)-T-Y'xl4' ON THE PLAN. CCQ/ECCO TYPE CAPS ARE REQUIRED ONLY WHERE SHOWN ON 216 (2)-13i'x16' () CONCRETE S 2 2A '§ THE PLAN AND SHALL BE SIZED FOR THE BEAMS SIZE AND ORIENTATION _ THAT THE POST IS SUPPORTING. 316 (3)-I�x16' 4. ABU BASES ARE REQUIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE. 0 PROVIDE TYPE BC OR BCS WHERE THE POST IS SUPPORTED BY A BEAM. R BEAM SCHEDULE NOTES: BASES NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED 1. SOLD MEMBERS MAY BE SUBSTITUTED FOR THE BUILT-UP LUMBER SPECIFIED. ON THE PLAN. , L� r 5 6 8 9. 10 STAMP: 20•_0• 34'-0' 5'-0' 13'-' 6,_6. .dal, sRL4N, . I film. . i. I G5 4 I SO 6 TVP 5,a — —' - 39§•TIMBER LOK 016'O.C. WALL SOLE PLATE ABOVE \ ALIGN DBL JST UNDER ALIGN DBL JST UNDER 3 SIM TO JST/BLK,TYP 3 WALL$ 3 \ GABLE ENO WALL ABOVE I WALL ABOVE SO6 50.6 I I• _ Consaldn Sttucmral En'eer,Inc. .._.......: — — Suirg 20t 50.6 ..._ — — — — — —— _ — T 50.6Acr�on,Mus.com— J I' I MIT F AT IC FL \ \ HEATIING, ryp \ IF811 LI 1 I 50.6 2x ®7 ' 6 G.C. m o z \ 2.12®16 O.C. 11'k OJ4 5® 6.0 C i N o Fen L I PRO DE C 0 C L CAP,SHIM OUT Q�qb 2-P BM TO - -- — — 21fi — fip-- — — -- H 8 I I I P55 ..... _ N O w w r/ BOFAS N 4 11r OJ454ALIGPER OTE�105ST S2.A I S-0.5 1 34• 74 16 O.C. ®1 0 2x 1'O.0 W Q W Q 224 12L • o — D _ ' �'� n - LAP SPL E w ui ` C JSTM VER.....- P324 w z J 2x8®, FBl 2L _ — — — C.9 4 f •v 1 � Om > \ O.0 74 DEPRESSED w �• 16 O.C. FRAMING AT 1L/ LL' m P G INTERMEDIA 2 TYP 2 w I.L w `..GyP32 LANDING 50.5 50.6 Q O z SEE NOTE g7 THIS DWG, I I w Y /w\ 2y9®1b ` LOW BRG — — TYP ALL BM NOTAND HDRLABELED Z w z_ U WALL p O EL— i H 210 H3 0 155 _ 4 .. • sDs Ifi' ,O, 2.LEDGER�TO MATCH CLG JST r/ .6 2-ROWS 3W LEDGER LOK SCREWS ®32"O.C.MAX — — — 1 — — A TITLE: P66-PT — P66ki — -P66-PT — IPe6-PT — - — � � SECOND FLOOR 9 I I! I I i 50.6 FRAMING&FIRST 5 SEE NOTE/T THIS DWG. TIP ALL eM AND HDR FLOOR CEILING NOT LABELED SF OND OOR 61'-0' FRAMING P LAN R5I FIRST FLOORCOILING ERA MIN PLAN)TES; 34'_0' 1s-6, 8'-6• (RIGHT) I. NG & SO.2 FOR STRUCTURAL NOTES AND ABBREVIATIONS. 2. ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL DRAWINGS. VERIFY ALL DATE ISSUED: E 04.19,2013 HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 3. FLOOR DIAPHRAGM AND SLOPED ROOF DIAPHRAGM SHEATHING PER WOOD CONSTRUCTION NOTES ON DRAVANG SO.2. a"sloNs: L� L FLOOR JOISTS DENOTED•OJgyd'ARE OPEN WEB FLOOR JOISTS IN ACCORDANCE WITH WOOD FRAMING SPECIFICATION NOTE q9 ON _REDUCED SIZE Y DRAWNG SO.1. PROVIDE STRONG-BACKS AT MID-SPAN IN ACCORDANCE WITH DETAIL A/SOS. y 5. ALL CEILING JOISTS SHALL BE PROVIDED WITH LATERAL SUPPORT BRIDGING AT A SPACING NOT EXCEED 8 FEET ON CENTER ALONG THE 9€ JOIST SPAN WHERE ATTIC FLOOR SHEATHING IS NOT PRESENT. BRIDGING MAY CONSIST OF SOLID BLOCKING BETWEEN JOISTS OR �< MINIMUM 2x4 CONTINUOUS WOOD STRAPPING FASTENED TO THE TOP OF EACH JOIST WITH 2-8d NAILS. g' 6. ATTIC FLOOR SHEATHING SHALL BE FLOOR DIAPHRAGM SHEATHING AS DEFINED IN THE WOOD CONSTRUCTION NOTES ON DRAWING SO.2, ' EXCEPT THAT NO GLUE SHALL BE REQUIRED FOR THE ATTIC FLOOR, LIMIT OF SHEATHING AS PER PLAN. 7. REFER TO THE ROOF FRAMING PLAN FOR HEADERS AND BEAMS NOT DEFINED ON THIS DRAWNG. DRAWN BY: 8W &B PROJECT#: 5g 03824 uy DRAWING NO.: 4b 8§ R S2 . 2B L N r STAMP: S Re— � 7 1 2 3.2 4 4.5 12'-0• 29'-6• 10'-7�• 5'-1• . I I � 3' Consulting Suvctural Engineer,Inc. 2 53 Knox Trail, 7201 Acton, B 01 0170 — — P326 1326 I I I SEE NOTE 94 5 THIS DWG TYP ALL BM F — — — — — — NOT LABELED — — I 1 Ic550.6 50.6 W W ZD m e e r o Q Z I 'I ...._ M228. ....... H2A W �_ W CQC .._. .... ........ U G LOCATE;PO T Q 'AS KING S D LU ATI DOOR \ _ Q Lv W W J \ _...... ..__.. - cn O z _ W LL m Lv FB228 F; POST-UP FASTEN ER C:3 NOTE#5 ON i S2.4A ................ _ W LL W o 0 z Lu LU C.2 - �( - _ - _ - r — Z C;6 Z U — — m C.1 - - 1 a,9, m B — —I ®P66-PT BEAM SCHEDULE POST SCHEDULE 155 •I'FRAMING MEMBER SIZE MARK 9ZE POST CAP POST BASE I P224 (2)-2x4 - - QUANTITY(PLYS) C•TYPE(2x IF OMITTED) • _ •A•LOCATION (NONE EF TRATMET OMITTED) TITLE: 29'-0• EXAMPLES B2210-PT P324 (3)-2x4 - - 41'-0• H328=3-PLY,2x8,HEADER FB214L=2-PLY,14•LVL,FLUSH BEAM _ OB2210-PT=2-PLY,2.10,PRESERVATIVE TREATED,DROP BEAM - P424 (4)-24 1 2 3 MARK•A' LOCATION MARK•C' TYPE P226 (2)-2.6 _ _ SECOND FLOOR " HEADER L LVL CEILING FRAMING g SECOND FLOOR CEILING FRAMING PLAN NOTES: DB DROP BEAM LS LSL P326 (3)-2x6 - - _ - FB FLUSH BEAM P PSL PLAN(LEFT) _ 1. SEE DRAWING 50.1 AND 50.2 FOR STRUCTURAL NOTES AND ABBREVIATIONS. - RB RIDGE BEAM GL GLU-LAM P426 (4)-2x6 - - g 2. ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL DRAWINGS. VERIFY ALL VB VALLEY BEAM - - P44 4.4 AC/LPC/ACE(NOTE#3) BC/BCS HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. HB HIP BEAM - - 3. ALL CEILING JOISTS SHALL BE PROVIDED WTH LATERAL SUPPORT BRIDGING AT A SPACING NOT EXCEED 8 FEET ON CENTER ALONG THE - - MARK•D• TREATMENT - - P66 6x6 AC/LPC/ACE(NOTE#3) ABU66(NOTE#4) DATE ISSUED: JOIST SPAN WHERE ATTIC FLOOR SHEATHING IS NOT PRESENT. BRIDGING MAY CONSIST OF SOLID BLOCKING BETWEEN JOISTS OR 8 MINIMUM 20 CONTINUOUS WOOD STRAPPING FASTENED TO THE TOP OF EACH JOIST WTH 2-8d NAILS. PT PRESERVATIVE TREATED P37P W0'PSL - - 04.19.2013 i 4. REFER TO THE ROOF FRAMING PLAN FOR HEADERS AND BEAMS NOT DEFINED ON THIS DRAWING. WOLMANIZEDG. AC/UPC/ACE,TYP REVISIONS: • CONVENTIONAL LUMBER ENGINEERED LUMBER (CCO ONLY WHERE P55P VI PSL ABU66(NOTE#4) 05,20,2013 REDUCED SIZE MARK•B• QUANTITY-SIZE MARK'B• QUANTITY-SIZE SHOWN ON PLAN, p 226 (2)-2x6 27 (2)-I-•X7Y• NOTE#3) g - 326 (3)-2x6 37 Y5/6%81J4• C C3 314.O.D.CONCRETE 7 LCC (SPRINGFIELD PLATE), 4 728 (1)-2x8 29 (2)-I�•x9Y• FILLED LALLY COL SEE 6/SO.5 g' 228 (2)-2x8 39 (3)-1;X9Y• SCHE 40 S(TL PIPE) LCC(OR FABRICATE / �. 328 (3)-2x8 111 (1)-1y•xtlY• C4 SADDLE SIMPTOTLCC BP-A,SEE 6 50.5 q 12to (p-zxlo 2u (2)-1�•xuY• ) DRAWN BY: 9 2210 (2)-2x10 311 (3)-1'•xllY.• PIPE 11�(4'O.D. CP-A CP-B, BP-A./Y•LEVELING BW 3210 (3)-2x10 112 (1)-tY•x11 i§• EPERSCH 40 STL PIPE) PLAN PLATE,SEE 1/52.zA 1212 (1)-2xl2 212 (2)-IY'XI1;§' PROJECT#: ( POST SCHEDULE N3)-1344%1 IT OTES: 03824 �g 3212 (3)_202 412 4)-I .1 1. --PT'ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. DRAWING NO.: oy 4212 (4)2x12 114 (1) 13'•x14• 2. '-W ADDED TO THE POST MARK INDICATES A WOLMANIZED POST. �{ _ 7. CAPS NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED E _ _ 214 (2)-lY v14 ON T E P AN. CCO/ECCO TYPE CAPS ARE REQUIRED ONLY WHERE SHOWN ON 216 (2)-1�•x16• THE PLAN AND SHALL BE SIZED FOR THE BEAM(S)SIZE AND ORIENTATION /�/� , ,//..\`` w THAT THE POST IS SUPPORTING. J'�L) 4. ABU BASES ARE REQUIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE. R3 BEAM SCHEDULE NOTES: PROVIDE TYPE BC OR BCS WHERE THE POST IS SUPPORTED BY A BEAM. - BASES NOT REQUIRED FOR POSTS WTHIN WALLS UNLESS SPECIFICALLY NOTED 1. SOLD MEMBERS MAY BE SUBSTITUTED FOR THE BUILT-UP LUMBER SPECIFIED. ON THE PUN. L� r 5 6 7 8 9 10 11 STAMP: Q' 20'-0• 34'-0• 5'-0" ISg'_g• ,tee s StatAr/,/ I �G SEE NOTE p4 THIS DWG, F \ TYP ALL BM AND MDR I NOT LABELED I _ — — — 50.6 — — — — — — K na 53ng S Tail,Sw'm 201r Inc. _ I c;o ....... \ I I I sob H.9 \ \ 22 a m \ o q z o® c. o -' \ I I I \ i x22 _ H I I \ /� Fe zm .... LAP LI ? , CLG IST 0 ffR WA TYP 210 . ;I 1..I..1 6 .0 u > Lu LU o z � Q _ — — —I — C L u LJJ C.9 J z — Lu0 � � m uw U_ L zLU 2 m z U TITLE: i - � SECOND FLOOR CEILING FRAMING PLAN(RIGHT) SECOND FLOOR CEILNG FRAMING PLAN NOTES: 34'-0• 5'-0• 13'-6• 8'-6• 61'-0 1. SEE DRA`MNG 50.1 AND SO.2 FOR STRUCTURAL NOTES AND ABBREVIATIONS. d 2. ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL DRAWINGS. VERIFY ALL DATE ISSUED: HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. F) 7 8 1 O 1 1 04.19.2013 3. ALL CEILING JOISTS SHALL BE PROVIDED NTH LATERAL SUPPORT BRIDGING AT A SPACING NOT EMCEED 8 FEET ON CENTER ALONG THE REVISIONS: JOIST SPAN WHERE ATTIC FLOOR SHEATHING IS NOT PRESENT. BRIDGING MAY CONSIST OF SOLID BLOCKING BETWEEN JOISTS OR MINIMUM 2x4 CONTINUOUS WOOD STRAPPING FASTENED TO THE TOP OF EACH JOIST WITH 2-8d NAILS. 4. REFER TO THE ROOF FRAMING PLAN FOR HEADERS AND BEAMS NOT DEFINED ON THIS DRAWING. - E� 2F +20 DRAWN BY: BW 9 PROJECT#: 03824 v� uy DRAWING NO.: d� r� RS2 . 3B L�- � , t r � 5 Jwv MI3 3QI:pR Ph 9bdvd 9Wvlwvl Pw.clb C:Wam\Nbkatatlm\popbm\CSEgProJct Pdnt Of PNn Avv,Cmlervllle YW\dauNgs\Point q'PYea SZ_9A.Ewg _mom �,ga N W I I Ut I 3._10. I 26'_D. I I I m m F 2'0' 24'-D' 2'-0' 20'-3" 38 I (6 ARH D F 0 212®16' .c. 6 CUR D FI LOCK NGA >r^ ov AF R) o I uA SK A. I yyo - — — — L 1 u _ z z J26-. :-...M3 26_... _.H3 ...... N A>N r I G No 3 12x12 > I 1 cI - RI GE.,. 2111 VALL YN R:2:104CLF MIDG m u a N a � n rigA I 2 12®16' .C. 2 12 0 I6 o.c - 2x12 ® 6'0 c. .................... 211 LLLty ...; v K _..-.. ....,.� zzrz / A tlA / 9H o \ n > y g og m r•,�A$o -p - W � � mAfNN � A nzg Aux K 'Tz N m Ns o�' g€ _ - NEW RESIDENCE o r D O D m �F v N °o FOR g> Z BOB & DEBBIE ARMITAGEy o m D u c a Z POINT OF PINES AVENUE o r� D CENTERVILLE, MA r s r 5 6 .7 8 9 inn STAMP: - 81 0' 5'-0' 13' g•-6• 4 ; ERiAtF;: Ilk I �5 2 TYP 5'A r I —T III;'.l 7 -7 \ \ SO.6 2x LEDGER /3-10d TO EA STUD ---f- -� WAIL AT LOW RAFTERS, m ALONG W RS SO.s I1 so.e — — — K ons 53 Knoz Trail,Suits 201x I \ -. """H 2I0 .....:.:... - - Acton MA u172U' WALL - - 5 13! ... 321 \ - lxr` 2x6 LAY-Ory 2x12®I6 O.C. @46- zxl ®1s O.C. H.9 \ x12 16'O.C. _ a \ SO.s \ I 4 SM A SO.6 2x6 Y-ON x72®1' C. I .. : ®16 O.0 - o LOCA E..SU 4 TUB DGE x .._OPEN RS R5,l['0 3 RRAFTER TAILS PER ....... x ARCH DWG,TYP 3 - v _ Q � . .... E W W `q` R DGE V VP pa I 11.6 =I — c. Z �µ Z Q H3 FB37L H326 Q Q W J . — •�� C.9 O mZ6 z12 6 ® Y-ON RATER END W — EL L C .... ... 2 Of w W W wry. TYP SIM TO 6/SO.6 O z t21 16' s', W 0.6 2 ~ 'W` ®IB Z U 32 132 _. - % — ®16 OC - u SO.6m0 q32 .._ VA LEY ...... ... RPf�O jIt `0 5 �G 1 EXTEND 2x DGER ALONG RAFTER 2 12®16' C OU6 ENDS AND IRE CT NAIL TO EA RAFTER y�� ��, SIM TO RIM OARD,TYP EA END 16 OCN PER 2x LEDGER j0 MATCH VERT CUT ON I I - g OB / S PCdECR 1 RAFTER w/ -ROWS 3%'LEDGER Op. Off" H D83 8 OB 28 8 LOK SORE 032'O.C.MAX ;'T PT — ��. - - - TITLE: - S ,LqA L I 66- P66 -.:.P 6-Pjl- 8 g ROOF FRAMING PLAN(RIGHT) g ROOF FRAMING PUN NOTES I. SEE DRAWING SOA AND S0.2 FOR STRUCTURAL NOTES AND ABBREVIATIONS Y 2 ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL DRAWINGS VERIFY ALL DATE ISSUED: E HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 6 7 H O 04.19.2013 3. SLOPED ROOF DIAPHRAGM SHEATHING PER MOD CONSTRUCTION NOTES ON DRAWING S0.2. REVISIONS: 4. ALL RAFTERS SHALL BE FASTENED TO SUPPORTS WITH H2.5A CUPS. RAFTERS SUPPORTED BY RIDGE BEAMS SHALL BE SUPPORTED _ $ W1TH SLOPING JOIST HANGERS OR NOTCHED TO PROVIDE DIRECT BEARING ON THE RIDGE BEAM. WHERE NOTCHING IS USED,AN H2.5A CLIP OR OVER-THE-RIDGE CS16 STRAP SHALL BE USED FOR UPLIFT ANCHORAGE. 5. RIDGE BEAMS SHALL BE ANCHORED TO THEIR SUPPORTING POSTS WITH A COLUMN CAP, WHERE NO COLUMN CAP IS SPECIFIED OR - E€ REGUIRED THEN 2-TS18 TWST STRAPS SHALL BE USED TO ANCHOR THE RIDGE BEAM TO THE SUPPORTING POST OR WALL. POSTS a SUPPORTING ROOF BEAMS SHALL BE ANCHORED THROUGH THE ATTIC FLOOR/CEILING TO THEIR SUPPORTING BEAMS OR WALLS WITH B MINIMUM 1-CSI6 STRAP. gm DRAWN BY: BW &§�iy PROJECT#: 03824 DRAWING NO.: R S2 ,4B r L —Umrc\BW.tsto4lm\bep—SE—j-Fiica\030t SLR-BAmJ4pe RelGxa,Pohl q Pirca Ave,fatervllle,FU•\prouYga\PONt IX P1xa 510.tlw0 =Fi n c F z 2'6. . H. 01 C £ £ \ z F i o m o J I m T 1� xm m =a f — F rn F Q a1 p .... a� s ... ... I _ N m I wg Go i;o I ?I I I o= I .......... ' I# k A x o a Nmm I I o n I0 0 p o > I v I • o r-. � o N . .......... m is i - ............ 2 I � u ... ....... I i — � Lq F I - .I.:..:..... AN= 2 off= ^ I" g u, m m m O 6•_6' 2'-0' 7'-0' 36'-0' 45'6'9� oy �,I S y o D Q, NEW RESIDENCE E m FOR z BOB & DEBBIE ARMITAGE y r x O o POINT OF PINES AVENUE 3 51 w Z CENTERVILLE, MA r STAMP: j" YALE1k�`� BM PER PLAN i 2 3.2 4 4.5 / 41'-6• I MSTA30 STRAP 12'-0• 29'_5• 10'-7>1• 5'-4• / LENGTH°L°EA END PANEL SOLID 4x BLI< PLAN UNDER IHDR M 0. Y PER PLAN \ / - \l WISP SHIM S.U.PANEL AND SO I-JST BLK IN FIRST 2 4v 9LK \ / BAYS(MATCH JOIST OF - DEPTH)AT MID-POINT 3• PANEL,SIM TO 2/50.5.5 i Consulting xuctural H.ng2eer,Ivc. Knoxo 53 x Trail,Suite 207 \ Acton,MA 01720 \hphB /\ _i www.cse us.com .,.,,. H114 SDS25600 SCREWS STRONG WALL PANEL TO BLK.TYP Fi - --- ---J swa ---='-=-- HDUS - -HDUPSSP I PSSP P326::::::::::::::- I o ® 2 BRACE PANEL TOP SECTION G.5 - - - 1 X P69-PT / SCA E:, _,-0' P55P MSTA30 STRAP CENTER ON LTP4 EO SPACE ALONG TOP OF PANEL,TYP OF 2 I p3326 o RE / MDR/BLK JOINT,TYP OF 3 EA C4A C4A - 13 SIDE OF WALL,6 TOTAL 5 BEYOND PANEL EXTEND BM/HDR IT CONT II I h o �B WHERE OCCURS IT PLAN SOLID 4.BLK UNDER HOR a HDU4 c m WSP SHIM BTWN PANEL BLK TO CONSIST OF AND SOLID 4.BLK SOLID 4x OVER WISP 7 •• \ HISHIMS AS REO'D `\ L nl TOP OF STRONG WALL PANEL -'\ //LUn W LSTA24 STRAP V SOS25600 SCREWS STRONG n CENTER ON BOT OF HDU4 BM/HDR, EA POST WALL PANEL TO BLH,TYP Lu Q z H / QCZ - . _ o � Q Lu sLu POST PER PLAN,TYP PANEL W PER PLAN it LjJ z _ PANEL•I•PER w O m .. x LD BUILTry LLv C.3 I C4A / 3 SITUD WALL i PLA coLu O Fw- c - - .........._. I .......... ..._..... ..`. '2 PRE-INSTALLED LLI o PER �( C•2 - c ( - - -_1 C4Ay1 p�1 GARAGE DOOR HU08AND PULE w z ...L R PLAN l EL911 HOLDOWN - - w ...__. _... ....... ...,.._. ........ m U C. _. WASHER OPENING PER PLAN,; z \ \ ry SW24v9 P326 P326 4-- O O HOLDOWN AND CO HDU4 HDU4 HDU4 CAST-IN ANCHORAGE C Z HDU4 PER PLAN,TYP \ ALL THREAD ROD B - - - - - - - - - ®P66-PT - BEARING PLATE w/SOS CO WI PSW-6 UPLER NUT wTNESS 50.4 MOIL, � SCREWS PROVIDED w/WALL MOLES FOR VISIBLE 1� INSPECTION TOW I PER PLAN CONIC STELA WALL AND SH ENNWSTROGA SHOWN FQQTUD 29•-0• SHOEO PIER REINF PER PLAN TITLE. P S 3 ROVIDE COUPLER TO E%TECLARITY ND AR THROUGH EM STRONG WALL HOEDOWN s S 1 2 O T PIER ,, ANCHORAGE m of i sEE 3jso aD' FIRST FLOOR STUD PER PLAN ` AB-1,TYP OF 2 LAYOUT AND .... .._ RACING PLAN B (LEFT) LAYOUT AN,BRACING PUN NOTES CASTSC HOEDOWN AR PBN��E'J9TI4ll . f�..- _.... .._. .< PER SCHED cTIip > 1. -SEE DRAWING SO.)AND SO.2 FOR STRUCTURAL NOTES,SCHEDULES,AND ABBREVIATIONS. • CB4TI9TPObTAEVATK]N GARAGE BRACING DETAIL u 2. REFER TO DRAWINGS SO.3 AND SO.4 FOR ADDITIONAL WALL FRAMING DETAILS. I SCALE:3/4°=1'-0- DATE ISSUED: 3. SHEAR WALLS DENOTED'SW-jr,PERFORATED SHEAR WALLS DENOTED°PSW-r,SEE SHEAR WALL SCHEDULE ON THIS DRAWING. ���A� 04.19.2013 - $ 4. PREFABRICATED STRONG WALL PANELS DENOTED•SW/x/°,SEE DETAILS. _ - SHEARWALL SCHEDULE HOLDOWN SCHEDULE REVISIONS: 5 5. ALL WALL LAYOUTS AND ROUGH OPENING LIMITS SMALL BE AS INDICATED ON THE ARCHITECTURAL PUN. ANY CONiLCTS BETWEEN THE FASTENER FASTENER BLOCK RIM JOIST/BLOCKING/DRAG TRUSS TO TOP PLATE Top PLATE SILL PLATE ATTACHMENT ATTACHMENT ALLOWABLE CAPACITY FOUNDATION ANCHORAGE(l.) POST STRUCTURAL DRAWINGS AND ARCHITECTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND yARK SHEATHING STUD FACESL ILINGMEMBERS AT SPLICEARCHITECT PRIOR TO PROCEEDING`NTH THE AFFECTED PORTION OF THE WORK. TYPE SPACING SHEATHED (ENJ (FN.) PANEL EDGES NAILS A35 CLP lTP4 Cl1P HGA10 CLIP LENGTH ANCHOR PLATE NAILS TO RIM SEISMIC WIND MARK HOIDOVR4 POST INSTALLED �P�� BOL75 WASHERS JST lYt BLN LOADING LOADING TYPE EE S. UNLESS OTHERWISE NOTED ON THE DRAWING,THE MINIMUM STUD S12E AND LAYOUT FOR LOAD BEARING AND SHEAR WALLS: CAST-IN 2x4 WALL 2x6 WALL 9a SW-6/ 16 8d COMMON AB-1 0 AR. $TEN WALL SUB PSW-6 •( WISP 16"O.C. ONE (O 131•v2K•) 6.O.C. 12'O.L. 2x 16d lD 6'O.C. 20'O.C. n 32.O.C. 48' . 0.229'x3•x3' t6d®6.O.C. ]/A336 PLF DIA E116mMENT EMBEDMENTE%TER1( WALLS 2x6®I6"O.C.INTERIOR WALLS 2x4 0 l6'O.C. 8d COMMON AB-1® HDU2 rHD 2 ESWAB�fi Wo (10°) (3-•) (2)-2X4 (2)-2x6 PSW44 �s WISP 16'D.C. ONE (0.131•x2Ji°) 4.OC 12'O.C. 2v 16d l3 4°O.C. 12°O.C. 20.O.C. 48' ° 0.229°x3'x}' l6d li 4'D.C. 490 PLFSW-3/ 8d COMMON AB-1® HDU4 4 Wo (10°) (3�°) (2)-2%4 (2)-2x6 DRAWN BV: PSW-3 3s WSP I6'O.C. ONE (0.131"xMON) 3.O.C. 12'.O.C. 2x I6d®3'O.C. 9.O.C. 16°D.C. 48° 36.O.C. 0.229"x3'x}' 16d O J°O.C. 630 PLF BW a HOUR 8 3ro N/A (73") (3)-2%4 (3)-2x6CH AR WA c urn F NO c - PROJECT#: SW24x9 NG 3fo N/A N/A STRONG N/A 03824 1. BUILT-UP 2x MEMBERS MAY BE USED IN PLACE OF SOLID 3x OR 4x MEMBERS AT ALL PANEL EDGES PROVIDED ` WALL THAT ME BUILT-UP MEMBER IS FASTENED TOGETHER WITH 10d NAILS IN ACCORDANCE WITH THE SOLE PLATE DRAWING NO.: NAILING REOWREMENT FOR ME LISTED SHEARWALL THIS APPLES TO ALL HORIZONTAL BLOCKS AND VERTICAL HO DOWN SCHEDULE NOTES: STUDS AT PANEL EDGES. ^' 2. REFER To THE TYPICAL DETAILS FOR ADDITIONAL INFORMATION REGARDING RIM JOIST/BLOCKING/DRAG TRUSS 1. HOEDOWNS ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO.(www.strongtie.com) FASTENING,TOP PLATE SPLICE DETAILS,AND ANCHOR BOLT SCHEDULE. 2. CAST-IN ANCHORS IN SCHEDULE INDICATE SIMPSON 53•ANCHOR BOLTS FOR HOEDOWN DEVICES AND'SWAB* 3. WALLS MARKED°PST SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PERFORATED SHEAR WALL STRONG WALL ANCHOR BOLTS FOR STRONG WALL ASSEMBLIES. REFER TO TYPICAL DETAILS FOR ADDITIONAL /�^ , /� ,//.'\y`c� DETAIL. INFORMATION. `J J{ o 3. A.R.°IN SCHEDULE INDICATES ASTM F1554 GR.36 ANCHOR RODS 4. POST INSTALLED ANCHORS IN SCHEDULE INDICATE ANCHOR RODS INSTALLED USING SIMPSON'AT'ADHESIVE yp AN CHORING SYSTEM. j 5.'1. IN SCHEDULE INDICATES EMBEDMENT LENGTH. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION. L V - REFER TO MANUFACTURER REOUIREMENTS FOR PLACEMENT DIMENSION BETWEEN POST AND ANCHOR ROO. r S fi 7 8 9 Q STAMP: u 81•-0' HOF 20'-0' 34•-0' Ig'-0' 13' g•_g• ? Rd,lt,, I• r TR ' �• ` L_ I I I I I I cusTlz cusnz77 — S'A - PSW-4 — � \ cMsnz I I IN PSW-4 ....... ..... Consulfing Btructural i.201 Inc. K - -� — —I — — — — --- —,:::::-----:: _-- ---- — — — — — — - — K 53uo Try sw�zuT HDUa � � � I CMST12 � CMST72 � — I — Acton,MA 01720 `V \ PSW-4 wwm csc.us.com CMST72 Y HDUB (e I I • y 2.o� 326 i I 2-BM BELOWCS.TO e ��W III \ a I O w w NOVA e I w Q w Q I HDue HDus U ! P224 m — Sw-4 _ w Q N J Lij ...— 16 I P324 HDU4 0 J CS ro au BELOW I i I' ———aswT—— — — — 1 C 9 O Lu Z LLI HDUa HDUB C ILL. LL w P32'. .:::: I HDU4 li I w III Z m z U i "• NOVA „�,>:«�:.,w — — � — — — — — — — — — O 1 O / HD HOU4 HDU4 3 i/iesW'fi Id I TITLE: Pfi6-PT — —P66-PT P66-PT — — P66 —-PT — - — — — — — FIRST FLOOR STUD LAYOUT AND BRACING PLAN STUD LAYOUT AND BRACING PUN NOTES 34•-0° 5'-0' L 13•-6' I 8'-6• I (RIGHT) a 1. SEE DRAWING 50.1 AND 50.2 FOR STRUCTURAL NOTES,SCHEDULES.AND ABBREVIATIONS, E 2. REFER TO DRAWINGS 50.3 AND 50.4 FOR ADDITIONAL WALL FRAMING DETAILS. 6 7 8 O .�.� DATE ISSUED: 3. SHEAR WALLS DENOTED'SW-jr.PERFORATED SHEAR WALLS DENOTED'PSW-jr,SEE SHEAR WALL SCHEDULE ON THIS DRAWING �/ p�/� /�/� �/ ��/A� O4.I 9.ZO1$ 4. PREFABRICATED STRONG WALL PANELS DENOTED°SW6xj',SEE DETAILS. SHEAR WALL SCHEDULE HOLLOW SCHEDULE REVISION$: 5. ALL WALL STRUCTURAL DRATWNCSD ROUGH AND ARCHITECTNG URAL LIMITS DRAWINGS SHALL BE E AS ICATED BROUGHiN THE TO iHERAHITECTURAL TTEN ON OFPLAN. ANY THE STRUCTURALUENCINCTS BETWEEN ER AND THE SHEATHING STUD FACES fAS1ENER FASTENER qZ. BLOCK RIM JOIST/BEOCKING/DRAG TRUSS TO TOP PULE TOp pLAh 9LL PUTE ATTACHMENT ATTACHMENT WORK. ALLOWABLE CAPACITY FOUNDATION ANCHORAGE(L.) POST PARK EDGE NAILING Fl MEMBERS AT SPLICE �6 ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. ❑ TYPE SPAgNG SHEATHED TYPE (EN.) PANEL EDGES NAILS A35 CLIP LTP4 GJP HGA10(XJP LENGTH ANg1CR PLATE NAILS TO RIM SEIS111C WIND PARK HOLDOW4 POST INSTALLED 9 BOBS WASHERS JST OR BLIC LOADING lOADING TYPE o E 6. UNLESS OTHERWISE NOTED ON THE DRAWING,THE MINIMUM STUD SIZE AND LAYOUT FOR LOAD BEARING AND SHEAR WALLS CAST-IN 2.4 WALL 2.6 WALL 3 so 8d COMMON All 0 AR. STEM WALL SLAB gLL E%lERIOR WALLS 2xfi 0 I6'O.C. I6'O.C. ONE (0131•x21$•) 6'O.C. 12'O.C. 2x I6d 0 6'O.C.NIP O.C. 48' 48'OC ED t6d 0 6'O.C. N/A I.P, INTERIOR WALLS 2x4 0 16'O.C. Bd COMMON AB-1 OHDU2 HDU2 SB3§x24'(18") 3§'0 (10') (3�') (2)-2X4 (2)-2x6 16'O.C. ONE (0.131'x21f') 4°OC 12'O.C. 2x I6d O 4'O.C 'O.C. 4B' . I6d 0 4'O.C. N/A 8d COMMON - HDU4 SB%x24•(18") %"o (1" (3-Y') (2)-2X4 (2)-2x6 DRAWN BY: I6'O.C. ONE (O.131'x2X') 3'O.C. 12'O.C. 2x tfid 0 3'O.C. O.C. 48' }6'O.C. I6d 0 3'O.C. N/A BW ` 9LL HOUB HDUB SBA%¢24°(18") 3fo N/A (7�') (})-2%4 (3)-2x6 ` SH AR WALL V'H n F NO c; PROJECT#: SW24x9 STRONG SWAB%(30°) �%"o N/A N/A STRONG N/A 03824 ug I. BUILT-UP 2x MEMBERS MAY BE USED IN PLACE OF SOLID 3.OR 4x MEMBERS AT ALL PANEL EDGES PROVIDED WALL WALL . u THAT THE BUILT-UP MEMBER IS FASTENED TOGETHER WTH 10d NAILS IN ACCORDANCE WITH THE SOLE PLATE ` y NAILING REOUIREMENT FOR THE LISTED SHEARWALL. THIS APPLIES TO ALL HORIZONTAL BLOCKS AND VERTICAL HOLDOWN SCHEDULE NOTES DRAWING NO.: STUDS AT PANEL EDGES. ✓Ld 2. REFER TO THE TYPICAL DETAILS FOR ADDITIONAL INFORMATION REGARDING RIM JOIST/BLOCKING/ORAG TRUSS 1. HOEDOWNS ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO.(www.strongtie.com) FASTENING,TOP PLATE SPLICE DETAILS,AND ANCHOR BOLT SCHEDULE 2. CAST-IN ANCHORS IN SCHEDULE INDICATE SMPSON'SB°ANCHOR BOLTS FOR HOLDOWJ DEVICES AND'SWAB' n 3. WALLS MARKED°PSW'SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PERFORATED SHEAR WALL STRONG WALL ANCHOR BOLTS FOR STRONG WALL ASSEMBLIES. REFER TO TYPICAL DETAILS FOR ADDITIONAL /\ , DETAIL INFORMATION. \J 3. A.R.'IN SCHEDULE INDICATES ASTM F1554 GR.36 ANCHOR RODS, 4. POST INSTALLED ANCHORS IN SCHEDULE INDICATE ANCHOR RODS INSTALLED USING SIMPSON'AT'ADHESIVE p ANCHORING SYSTEM. 'La IN SCHEDULE INDICATES EMBEDMENT LENGTH. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION. L V REFER TO MANUFACTURER REQUIREMENTS FOR PLACEMENT DIMENSION BETWEEN POST AND ANCHOR ROD. 1 r ry I STAMP: • ,dEUn f r 1 2 3.2 12'-0' 29'-6' 10•-Z2 5 4' Iz'-3' Consulting Structural En'Weer Inc. . \ \ / 53 Ae Tr Suite 201 AaoncM A U7720 BALLOON F AME TO UNDERSIDE OF ROOF \ /\ wane.se.us.com CS16 C516 TO CS76 TO I POST BELOW — / POST BELOW P326 P326 \ L516 TO BM \ I I BELOW _ f�F_ I / w m w c m . � I C516 TO BM: L BELOW " ULU LU > G z Q w w cn z w J —O m - > I I LL m � � � LU ro eM I z C.1 G C. BALLOON FRAME TO UNDERSIDE OF ROOF FRAMING B 29'-0' TITLE: a 1 2 3 SECOND FLOOR g STUD LAYOUT AND BRACING PLAN(LEFT) gSTUD LAYOUT AND BRACING PLAN NOTES p 1. SEE DRAWING SOLI AND SO.2 FOR STRUCTURAL NOTES,SCHEDULES,AND ABBREVIATIONS a 2. REFER TO DRAWINGS SO.3 AND SO.4 FOR ADDITIONAL WALL FRAMING DETAILS - DATE ISSUED: is 3. SHEAR WALLS DENOTED-SW-/'.PERFORATED SHEAR WALLS DENOTED-PSW-(,SEE SHEAR WALL SCHEDULE ON THIS DRAWING. 04.19.2013 4. PREFABRICATED STRONG WALL PANELS DENOTED'SWh/',SEE DETAILS SHEARWALL SCHEDULE HOLDOI/IV SCHEDULE REVISIONS: 5. ALL WALL LAYOUTS AND ROUGH OPENING LIMITS SHALL BE AS INDICATED ON THE ARCHITECTURAL PLAN. ANY CONFLICTS BETWEEN THE FASTENER FASTENER BLOCK RIM,JOIST/HLOCKING/DRAG TRUSS TO TOP PLATE TOP PLAN SILL PLATE ATTACHMENT ATTACHMENT ARCHITECTALLOWABLE CAPACITY FOUNDATION ANCHORAGE(L.) POST STRUCTURAL DRAWINGS AND ARCHITECTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND MARK SHEATHING STIID FACES FASTENER EDGE NAILING RELD NAIUNG MEMBERS AT SPLICE s ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. ❑ TWE SPAgNG SHEATHED TYPE (EN.) . (F.N.) PANEL EDGES NAILS A35 CUP lTP4 CLIP HGA70 CLP LENGTH BOLTS WASHERS NJST OR BLK OAOING 10A0 NG MARK HOLDOWN POST INSTALLED 9 6. UNLESS OTHERWISE NOTED ON THE DRAWING,THE MINIMUM STUD SIZE AND LAYOUT FOR LOAD BEARING AND SHEAR WALLSTYPE CAST-IN 2.4 WALL 2.6 WALL Bd COMMON A8_1 0 AR. STET/WALL SLAB ❑❑ 8LL EXTERIOR WALLS 2.6®76'O.C. P5W66 °ris WISPEWILG.. (013 -) 6'O.C. 12'O.C. 2x 16d®6'O.C. 20'O.C. 20'O.C. 32'O.C. 48' 48'O.C. 0.229'x3'x3' t6d®6'O.C. N/A 336 PLF DIA. EMBEDMENT EMBEDMENTINTERIOR WALLS 2x4®16'O.C. 4 Bd COMMON AB-1® - HDU2 HDU2 SB96x24°(18') 9§'0 (10°) (2)-2X4 (2)-2x6 4 '8 WISP .ONE (0.131'x1Yi') 4'O.C. 12'O.C, 2x 16d®4'O.C. 12'O.C. 14°O.C. 20'O.C. 48' -48°O.C. 0.229'x3'x3' t6d®4'O.C. N/A 490 PLF 8d COMMON AB-1® MDU4 HDU4 SB94x24'(18') 9§'m (10') (3�') (2)-2%4 (2)-2x6DRAWN BY: (0.131'x2$') 3'O.C. 12'O.C. 2x 16d O Y O.C. 9'O.C. .. .C. �-O.G 0.229'x3'x3' t6d®3'O.C. N/A 630 PLF BW HDUB HDUB SB%x24'(18") %"o N/A (7�') (3)-2X4 (3)-2x6 SHEAR WALL SCHEDULE NOTESPROJECT#: u,g I. BUILT-UP 2x MEMBERS MAY BE USED IN PLACE OF SOUD 3x OR 4x MEMBERS AT ALL PANEL EDGES PROVIDED SW24x9 SWAG SWABx,§(30') ?b'm N/A N/A SWALLTLJG N/A 03824 THAT THE BUILT-UP MEMBER IS FASTENED TOGETHER WITH 10d NAILS IN ACCORDANCE WITH THE SOLE PLATE a uy NAIUNG REOUIREMENT FOR THE LISTED SHEARWALL. THIS APPLIES TO ALL HORIZONTAL BLOCKS AND MERTICAL IIDIDOWN SCHEDULE NOTES DRAWING NO.: g STUDS AT PANEL EDGES. �h 2. REFER TO THE TYPICAL DETAILS FOR ADDITIONAL INFORMATION REGARDING RIM JOIST/BLOCKING/DRAG TRUSS 1. HOLDOWNS ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO.(• .slrongtie.com) 5 FASTENING,TOP PLATE SPUCE DETAILS,AND ANCHOR BOLT SCHEDULE._ 2. CAST-IN ANCHORS IN SCHEDULE INDICATE SIMPSON'SB'ANCHOR BOLTS FOR HOLDOWN DEWCES AND'SWAB' F� 3. WALLS MARKED'PSW SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PERFORATED SHEAR WALL STRONG WALL ANCHOR BOLTS FOR STRONG WALL ASSEMBLIES. REFER TO TYPICAL DETAILS FOR ADDITIONAL /'� ^ , /1 /� DETAIL. INFORMATION. J.V(\ -L/H o 3. °A.R.'IN SCHEDULE INDICATES ASTM F1554 GR.36 ANCHOR RODS. 4. POST INSTALLED ANCHORS IN SCHEDULE INDICATE ANCHOR RODS INSTALLED USING SIMPSON AT.ADHESIVE pp ANCHORING SYSTEM. j'. 5. °L.'IN SCHEDULE INDICATES EMBEDMENT LENGTH. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION. L u,o REFER TO MANUFACTURER REQUIREMENTS FOR PLACEMENT DIMENSION BETWEEN POST AND ANCHOR ROD. r S 6 $ 9 0 1 STAMP: L 81-0" i ytH OF 34'-0" 5'_p• 13'- YL"�+Ytr A'�T[ I 45 I I _ _ _ Consuldn Struc[u[al En" e[,Inc. - : - - - - - K -' 8 8nte CSl6 TO BLH C516 TO ILK ^^'''. 51fi 'D BLK C516 TO BLN — — 53 Knox TtaU,Suite 201 BELOW PSW-6 BELOW BELOW PSN�6 BELOW Acmn,MA U172U .µ _ wwv.cse us.com I h .............. ........... =� � ® ._ . ` --------------------- o e DLu z Q Q w J w 0 Z y w' z En z. 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POST " STRUCTURAL DRAWINGS AND ARCHITECTURAL DRAWNGS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND yARK SHEATIIING STUD FACES FASTENER EDGE NAILING FIELD NAILING MEMBERS AT SPLICE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PORTION OF THE WORK. TYPE SPAGNG SHEATHED TYPE (EN.) (F.N.) PANEL EDGES NAILS A35 CUP LTP4 CUP HGA10 CLIP LENGTH ANCHOR PLATE NAILS TO RIM SEISMIC NNO MARK HOLDONN POST INSTALLED ���� BOLTS WASHERS JST OR BLK 10A01NG LOADING THE 6. UNLESS OTHERWISE NOTED ON THE DRAWNG,THE MINIMUM STUD SIZE AND LAYOUT FOR LOAD BEARING AND SHEAR WALLS: CAST-IN 2x4 WALL M WALL SW-6/ AfinP Bd COMMON AB-1® AR. STEy WALL SUB g' EXTERIOR WALLS 2x6®I6"O.C. PSW-6 IS-O.C. ONE 0731"x2J5" 6"O.C. 12"O.C. 2x P., 20"O.C. 20"O.C. 32"O.C. 48' �"OC. m3%3' I6d®6"O.C. N/A 336 PlF OIA. EMBEDMENT Ey8F0yENTINTERIOR WALLS 2x4 0 16"O.C. 8d COMMON AB-I® HDU2HDU2 SB%§24"(18') 5co (10") (3)4") (2)-2X4 (2)-2x6 PSWSW-44 1fi'O.C. 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