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HomeMy WebLinkAbout95 Wilfin Rd plan 42 S300 2 18 2 x 10 RAFTERS AT SDIjo— EXISTING16" O.C. WITH 2 x8 CEILING JOISTS AT 2� NEW 16" O.C. [H4 LAUNDRY 2J 2 x 10 RAFTERS AT 04 BEDROOM 2K 16" O.C. WITH 2 x8 CEILING JOISTS AT ' N 16" O.C. I 15 I HS BEARING 1 WALL 2 x 10 RAFTERS 2'x 10 RAFTERS AT 16" O:C. AT 16" O.C.......... . KITCHEN P3 .. .. 2K B.F. ... . 2J 17 +moo j li ... 17 H3 SDI F G9l �Q SDI EXISTING 2J W r�.� .......... o�P�� BEDROOM w �� . 2K B.F. q F ry. 1 x� wX 191 J if N U o P 1 o SDI P2 VJ ! P J � Z mw w U . J co 20 FR 11 co cr) F_ w SDI 2 2K B.F. X u_ N2J �Q FH2] LIVING � W EXISTING 2J � BEDROOM j 2K B.F. x� w X d 2 1s \��100 sDl ❑ �, N N N Nv A 2 5300 LEGEND: GRIDLINE NUMBER DETAIL �, BOP#=OETAILNUMBER OITOM#-DRAWING SHEEtNUMBER ��� SECTION SI00 TOP#=SECTION NUMBER BOTTOM # = OMW IN6 SHEET NUMBER W DIAMETER A307 STEEL ANCHOR BOLTS WITH 3" x 3" x JW PLATE WASHERS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. QSHEA—1 TYPE ❑ SHEARWALL HOLDDOWN TYPE SHEARWALL HOLDDOWN — -- SHEARWALL PERFORATE SHEARWALL CONTINUE PLYWOOD ABOVE AND BELOWOPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALLTYPE, ROOF OVERFRAME BEARING WALL Hl HEADER OR BEAM SIZE J JACK STUD K KING STUD K B.F. KING STUD (BALLOON FRAMED) O WINDOW TYPE © DOOR TYPE 1 PROPOSED ROOF FRAMING AND SHEARWALL PLAN S300 1^ 11 11-011 CONTRACTOR TO REFER TO THE LATEST APPROVED BUILDING PLANS PREPARED FOR "JOHN & MARY BARRY, 95 WILFIN ROAD, YARMOUTH, MA", PREPARED BY T.P. ST. PIERRE DESIGN, FOR ALL BUILDING DIMENSIONS, ELEVATIONS, WALL LOCATIONS, AND WINDOW AND DOOR LOCATIONS AND TYPES, AND ALL EXTERIOR AND INTERIOR FINISHES. GENERAL STRUCTURAL NOTES: 1. ALL NEW CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE -AND TWO- FAMILY DWELLINGS, BTH EDITION (M CNM AND ALL AMENDMENTS, WHICH IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. 2. THE SCOPE OF THE DESIGN SHOWN ON THESE PLANS IS TO PROVIDE A NEW ADDITION TO THE EXISTING RESIDENCE. THE DESIGN SHOWN HEREON, IS BIASED ON THE PROJECT NOT BEING DEEMED A -SUBSTANTIAL IMPROVEMENT', UNDER YARMOUTH BUILDING OFFICIALS REVIEW OUTLINED IN 2009 IRC SECTION R105.3.1.1. BASED ON THE PROJECT NOT B94C A SUBSTANTIAL IMPROVEMENT-, THE REQUIREMENTS OF 20091RC SEC. R322 •FLOOD RESISTANT CONSTRUCTION", ARE NOT APPLICABLE 3. THE DESIGN DOES NOT INCLUDE PROVISIONS FOR RETROFITTING THE EXISTING BUILDING TO RESIST THE CODE PRESCRIBED WIND LOADS THAT ARE APPLICABLE E BASED ON THE BUILDING CODE REQUIREMENTS REFERENCED IN ITEM'V ABOVE. THE STRUCTURAL RETROFIT FRAMING IS DESIGNED TO SUPPORT THE APPLICABLE CODE PRESCRIBED GRAVITY LOADS, A!D IS NOT PART OF THE LATERAL FORCE RESISTING SYSTEM. IF THE SCOPE OF THE PROJECT IS REVISED FOR ANY REASON FROM WHAT IS OUTLINED ON THIS PLAN, THE DESIGN AS SHOWN FB7EON SHALL BE DEEMED NULL AND VOID. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROVALS AND PERMITS PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR ALL REQUIRED STRUCTURAL INSPECTION(S). IF THE BUILDING OFFICIAL REQURFS TWAT TIE INSPECTION(S) BE COMPLETED BY THE ENGINEER OF RECORD,. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME VA 19 THE IISPECTXft-S) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE. STRUCTURE WILL NOT BE GNEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S EXPENSE. THESE PROJECT DRAWINGS, INCLUDING THE NOTES AND DETAILS, ARE THE SOLE PROPERTY OF SADERA ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. C❑ COPYRIGHT - BADERA ENGINEERING, L.L.C. PROJECT NAME: THE BARRY RESIDENCE ADDRESS: 95 WILFIN ROAD, YARMOUTH, MA MAP -BLOCK NUMBER: 034.3 J DN/ISSUE I ATE SISTER EXIST RAFTER S 16 6 SISTER EXIST RAFTER WITH 2 x 10 �❑ WITH 2 x 10 LIVING EXISTING FRAMING TO BE REMOVED R-49 INSULATION \ 19 SDI KITCHEN INSULATION R-21 INSULATION PROPOSED BUILDING SECTION AT LIVING ROOM/KITCHEN 4 It _ 11-011 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION AND OR SHORING AS REQUIRED TO SUPPORT EXISTING STRUCTURE DURING INSTALLATION OF NEW CONSTRUCTION AS OUTLINED HEREIN. [CONSTRUCTION SET 09-16-2022 DRAWING SHEET NAME: ROOF FRAMING SHEARWALL PLAN ss9� AND BUILDING BADERA ENGINEERING, L.L.C. ° ,A ESA.G�:` SECTIONS BADERA, JR. CIVIL ❑ PROJECT No. SHEET N0. No. 41 �15 S 300 P.O. BOX 251 2022-01 wt� So. ORLEANS, MA OZSfi2 PH: (508 -7764 04 �C�� Sl ��� DATE: amai: jasper .mn NAL 09/09/2022 SCALE: 09-16-2022 %4Il, = 11-011 4 OF: 6