HomeMy WebLinkAbout95 Wilfin Rd plan 1LEGEND:
I }-- GRIDLINE NUMBER
I DETAIL
D601 TOP #=DETAIL NUMBER
BOTTOM # = DRAWING SHEET NUMBER
I SECTION
SIOO TOP#=SECTION NUMBER
BOTTOM # = DRAWING SHEET NUMBER
%- DIAMETER A307 STEEL ANCHOR BOLTS
WITH 3" x W x 1/4" PLATE WASHERS WITH 7"
MINIMUM EMBEDMENT INTO CONCRETE.
SHEARWALL TYPE
OSHEARWALL HOLDDOWN TYPE
SHEARWALL HOLDDOWN
SHEARWALL
PERFORATE SHEARWALL. CONTINUE
PLYWOOD ABOVE AND BELOW OPENING
WITH NAILING ACCORDING TO SPECIFIED
SHEARWALL TYPE.
ROOF OVERFRAME
BEARING WALL
/� Al HEADER OR BEAM SIZE
2 x 4 WALL
(T �— 2 x 6 WALL
J JACK STUD
K KING STUD
K B.F. KING STUD (BALLOON FRAMED)
O2 WINDOW TYPE
® DOOR TYPE
THE BARRY RESIDENCE
#95 WILFIN ROAD
YARMOUTH,
MA
ADDITION TO EXISTING RESIDENCE
DRAWING SHEET INDEX
SHEET No. SHEET NAME
C 001 COVERSHEET
A 100 FLOOR PLANS - EXISTING AND PROPOSED
S 200
PROPOSED FOUNDATION AND FIRST FLOOR FRAMING PLANS
S 300
PROPOSED ROOF FRAMING AND SHEARWALL PLANS AND BUILDING SECTIONS
S 400
CONSTRUCTION NOTES AND DETAILS
S 500
NAILING SCHEDULE
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, 9TH ED -- ',,'s -X D60F AND A.':.A#AEMDkjE3fM
WHICH IS BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE.
2. THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE WITH THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE'-ice; WIND SPE1 FOR TFE
DESIGN OF THIS STRUCTURE IS Vult = 140 MILES PER HOUR (Vasd = 108 MPH) WITH EXPOSURE CATEGORY'C'.
3. THE SCOPE OF THE DESIGN SHOWN ON THESE PLANS IS TO PROVIDE A NEW ADDITION TO THE EXISTING RESIDENCE. THE DESIGN SHOWN HEREON, IS B. {- : '-HE PROJECThOT!TEMG OEE► 'EL
A "SUBSTANTIAL IMPROVEMENT", UNDER YARMOUTH BUILDING OFFICIAL'S REVIEW OUTLINED IN 2015 IRC SECTION R105.3.1.1. BASED ON THE PROJECT NC" NZ-fM/:i A, "SeST.ANTX 044WVEMENT"'
THE REQUIREMENTS OF 2015 IRC SEC. R322 "FLOOD RESISTANT CONSTRUCTION", ARE NOT APPLICABLE.
4. THE DESIGN DOES NOT INCLUDE PROVISIONS FOR RETROFITTING THE EXISTING BUILDING TO RESIST THE CODE PRESCRIBED WIND LOADS THAT ARE APPLICA&-i- BASEZ ON THE MLRDM OODE
REQUIREMENTS REFERENCED IN ITEM'V ABOVE. THE STRUCTURAL RETROFIT FRAMING IS DESIGNED TO SUPPORT THE APPLICABLE CODE PRESCRIBED Gam' U)NN$. AND IS NOT 'Ji PART OF LTHE
LATERAL FORCE RESISTING SYSTEM. IF THE SCOPE OF THE PROJECT IS REVISED FOR ANY REASON FROM WHAT IS OUTLINED ON THIS PLAN, THE DESIGN 4S Sk1000 Hvem SH%Y.l I T7 1101".L
AND VOID.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL APPROVALS AND PERMITS PRIOR TO CONSTRUCTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR ALL REQUIRED STRUCTURAL INSPECTION(S). IF THE BUILDING ,,01IRFICAWIEIpWi9ES 11%T"TRE
INSPECTION(S) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TO* VP TW IMPEMPOSI IS TO BE.
PERFORMED. THE CONTRACTOR SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSP°:'="RTION , ""l'fi STALX717JRE
IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION :. -.. THE::'P ' c-c-s
EXPENSE.
REVIEWED FOR BUILDING AND ZU,4iNG CODE COMPLI ANCE. ERRORS OR OIvIMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" COMPL.;r",NCE
DATE: ID �b - �.1
BUILDINO OFFIOIAL
CONSTRUCTION SET 09-16-2022
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.