HomeMy WebLinkAbout95 Wilfin Rd plan 2t'l'*N EXISTING FLOOR PLAN
A100 1/4to _ 1 +_011
LEGEND:
GRIDLINENUMBER
DO03
DETaI
TOE# DETAILNUh�Qi
BOTTOM Y= DRAWING 5iEET NUMBH2
1
SECTION
OPC•SECTICN NUMBER
BOTTOM k•ORAWIN35HEETNUMBER
V DIAMETER A307 STEEL ANCHOR BOLTS
�.
WITH 3' x 3' x IW PLATE WASHERS WITH
MINIMUM EMBEDMENT INTO CONCRETE.
/�
/ 7 \
'jQ
SHEARWal7YPE
SHEARWALL HOLODOWN TYPE
0
SHEARWALL HOLDDOWN
SHEARWA.L
PERFORATE SHEARWALL. CONTINUE
PLYWOOD ABOVE AND BELOW OPENING
WITH NAILING ACCORDING TO SPECIFIED
SHEARWALL TYPE,
ROOF OVERFRAME
1.J.111_LJ
BEARING WALL
H1
HEADER OR BEAM SIZE
J
JACKSTUD
K
KING STUD
K B.F.
KING STUD (BALLOON FRAMED)
Q2.
WINDOWTYPE
0
DOOR TYPE
CONTRACTOR TO REFER TO THE LATEST APPROVED BUILDING PLANS PREPARED FOR
'JOHN & MARY BARRY, 95 WILFIN ROAD, YARMOUTH, MAN, 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, 8TH EDITION (780 CMR), 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 BASED 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 BEING A'SUBSTANTIAL IMPROVEMENT ,
THE REQUIREMENTS OF 2009 IRC 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 BASED ON THE BUILDING CODE
REQUIREMENTS REFERENCED IN ITEM'1' ABOVE. THE STRUCTURAL RETROFIT FRAMING IS DESIGNED TO SUPPORT THE APPLICABLE CODE PRESCRIBED GRAVITY LOADS, AND 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 HEREON 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 REQUIRES THATTHE
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 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 GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S
EXPENSE.
5300
2 PROPOSED FLOOR PLAN
A100 14it _ �_0�„
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