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HomeMy WebLinkAbout95 Wilfin Rd plan 3LEGEND_ GfiICLINE NUL48M IX00U RkRli cops. DETAIL NLA93ER .... tK:tiwwa=pRA4tR3{G BHEET M.IMgF.R R sRDON SD01x Tops-S CIMN.VtiWR earrodi=>i yffiif. StSET RMIER V DIAMETER A307 STEEL ANaIOR BOLTS k` WITH 3-x3-xim- PLATE WASHR:RSWITHr° MINIMUM EMIIEDWNT INTO CONCRETE. SHEARWAR.LTYPE SHEARWALL HOLDDOWN TYPE SPIT ARWALL HO.tIDOWN - SHEARWALL PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND MOW OPENING VffrH MUJNG ACCORDWO TO SPECIFIED SHFARWALLTYPE. ROOF OVERR RAMS i 1 l J l t BEARING WALL 7T3 HEADER OR BEAM SIB 2x4WAIL {� t► y- 2 R B WAIL JACK STUD K MNG STUD K aF LUNG STUD (BALLOON FRAMED) WINDOIi4 TYPE DOOR TYPE #95 WILFIN ROAD YARM-OUTH, MA ADDITION TO EXISTING RESIDENCE DRAWING SHEET INDEX SHEET No. SHEET NAME 001 COVERSHEET A 100 FLOOR PLANS = EXISTING AND PROPOSE© S 200 PROPOSED FOUNDATION AND FIRST FLOOR FRAMING PLANS S 300 PROPOSED ROOF FRAMING AND SHF_ARWALL PLANS AND BUILDING SECTIONS S 400 CONSTRUCTION NOTES AND DETAILS S 500 NAILING SCHEDULE IINTRACTOR TO REFER TO THE LATEST APPROVED BUILDING PLANS PREPARED FOR )HN & MARY BARRY, 955 WILFIN ROAD, YARMOUTH, MA", PREPARED BY T.P. ST_ PIERRE :SIGN, FOR ALL. BUILDING DIMENSIONS, ELEVATIONS, WALL LOCATIONS, AND WINDOW ID DOOR LOCATIONS AND TYPES, AND ALL EXTERIOR AND INTERIOR FINISHES - GENERAL STRUCTURAL COTES: I. ALL NEW CONSTRUCTION IS TO BE #4 ACCORDANCE WITH THE MASSACHUSEifS STATE BUILDING CODE FOR ONE- AND TWO• FAMILY DWELLINGS, STH EDITION (700 C MR), ,AND ALL AfaiF. "HURTS, VYFi" IS BASED ON THE 2D151NTFRNAIIONAL RESIDENTIAL CODE- Z THE WIND DESIGN CRITERIA FOR THIS BUILDING IS #N ACCORDANCE WITH THE 'MINIMUM( DESIGN LOADS FOR BUILDINGS AND OTHER STRU+CCURES (ASCE7-1A). THE BASIC WAND SPEED FOR THE DESIGN OF THIS STRUCTURE IS Vult =140 MILES PER NOUR (V28d = 108 MPH) VWTH EXPOSUIRE CATEGORY 3. THE SCOPE OF THE DESIGN s11oym ON THESE PLANS IS TO PROVIDE A NEVVADDITION TO tHE EXISTING (RESIDENCE. THE DESIGN SHOWN HEREON, IS BASED ON THE PROJECT NOT BEiNa DEEMED A "SUBSTANTIAL IMPROVEMIENT". UNDER YARM OUTH BUILDING OFFICIAL'S REVIEW OUTLINED IN 2015 IRC SECTION, R105.3.1. D_ BASED ON THE PROJECT NOT BEING A "SUBSTAN VkL ]IMPROVEMENT' , THE REQUIREMENTS OF 2015 IRG SEC. R322 "FLOOD RESISTANT CONSTRUCTION". ARE NOT APPLICABLE. 4. THE DESIGN DOES NOT INCLUDE PROVISIONS FOR RETROFITTING THE EXISTING, BUILDING TO RESIST THE CODE PRESCRIBE} WIND LOADS THAT ARE APPLICABLE BIASED ON TIC SUILIMIS CODE REQUIREMENTS REFERENCED IN ITEM'T ABOVE- THE STRUCTURAL RETROFIT I<RAMIWG IS DESIGNED TO SUPPORT THE APPLICABLE CODE PRESCRIBED GRAVITY LGADS, AND iS NOT PART OF THE LATERAL FORCE RESISTING SYSTEM. IF THE SCOPE OF THE PROJECT IS REMISED FOR ANY REASON FROM WHAT IS OUT UNED ON THIS PLAN, THE DESIGN AS SHOWN HEREON SHALL BE DEEMED NLq.L AND VOID- S. THE CONTRACTOR $HAlLL BE RESPONSIBLE FOR OBTAINING ALL APPROVALS AND PRERRlArT$ PRIOR TO CONSTRUCTIO14. 6, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING T'HE LOCAL BUILDING OFFICIAL FOR ALL REQUIRED STRUCTURAL INSPECTTON(S). IF THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN THE INSPECTION(S) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE IMAT ALL STRUCTURAL MEMBERS AND CONNC-CTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE STRUCTURE IS DEEMED NOT V1SIME OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF rrM ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED ATTHE CONTRACTOR'S EXPENSE. PROJECTTHESE DRAWINGS,r.t THE NOTES WITHOUTAND DETAILS, ARE THE SOLE PROPERTY OF SADERA PROJECT NAME: ilINGINEERING, L.L.C. ANY USE •." CONSENTVMMN r THE BARr%, ADDRESS: COPMGHT. SADERAl NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION AND OR SHORING AS REQUIRED To SUPPORT EXISTING STRUCTURE DURING INSTALLATION OF NEW CONSTRiCT11ON AS OUTLINED HEREIN (CONSTRUCTION SE ■ 09-1 -2022 DRAWING SHEET NAME- COVERSHEET MAP --BLOCK NUMBER: 034.3 SADERA ENGINEERING, L.L.C. P.O_ BOX 251 So, ORLEANS, MA 02SU PH:(sob)-77B68M erna7: �asbadera@gmil.com fv0. ! Rc ViSJON/ISSUE i DATE VMAES A. jCet�a _, SHEET NO. CIVIL PRLJECT Na. No. 41715 2022-011 c 001 DATE: SC,A,LE: O —1 — 022 Y4H = 1'_0" 1 oF--