Loading...
HomeMy WebLinkAboutStructural Engineered 92822 Q1b - 6003s°\ Marls R.McManus A Ft ' rrnTEJ ;I ;i I C 14-61 Halls Path (802)770-0650(mobile) Harwich,MA 02645 mcnanusarchztect'gmaiLcom Town of Yarmouth Building Department September 28,2022. Re;Proposed Addition Sawyer Residence 30 Heather Lane Yarmouth Port,Ma. The owner and contractor are proposing to use helical piles for the addition foundation instead of the sonotubes and bigfoot footings.This is an appropriate and acceptable alternative and will meet all structural loading requirements when designed and installed properly.I have sent the calculated load information to the pile contractor for his review. Once the contractor is onsite,he will begin the pile installation and his equipment will register the load capacity of each pile as it is installed,This information will be reviewed by me for structural compliance,and a letter certifying that will be sent to you for your records.In addition,we will show you the layout of the piles as installed.Hopefully this information is satisfactory for now.Please let me know if you have any questions. Sincerely 4.0ao }, RECEIVED Harm Mass +r /HM : SEP 2 9'1022 Mark McManus,Architect BUILDING DEPARTMENT BY cc:Bob Snow i 1m .,. , t SCALE t 1 t . j, 7 �{• :- -w — c ice, 1 1 1 .b / t'1Pt SOLID 6X10&MT5 ttr " i :- - Iy4 ,,� ; 1 a t'7YP_ALL 3"fr1f'',P$ i 1 , I - =`ANGLMUR TO 5Ct4O a t it �I C 1 !i, � 4 ! 1 i J \ ire `. ' - . Al Ito z? t MO MIN. {tF' t4JL 1 + .. .1 4N GRADE t I 1 i 11 1 : 1 —l—__ _. ___ _ ._ _ __ r- - _4 _ 1 FOUNDATION PLAN 1 1027 50 FT 0 1 5 i( I, K r `1