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Visio-16 North Main Florence prelim (2)8x 8 H e a v y T i m b e r s Oa k # 5 Rebar L = 4 feet @ 24" c-c 3.5' +/- L = 6' 45 + / - d e g a n g l e Co n t i n u o u s 8 x 8 D e a d m a n Ti m b e r Do u b l e 2x 4 br a c e o n gr o u n d 8x 8 H e a v y T i m b e r s Oa k Analytical Engineering,Inc.Consulting Engineers Granby, MA 01033 413.467.3141 Salisbury, MA 01952 978.462.3662ScaleDrawn by:Proposed Exterior Shoring Design for Valley CDC 16 North Maple Street Florence, MAAs noted Copyright, AEI, 2010 All Rights Reserved Project Specifications – Scope of Work – Structural Shoring – Phase 1, Exterior Wall only (other shoring duties to follow) All work to be per Massachusetts Building Code, 7th Edition, 780 CMR and good local practice. General Notes: Means and methods of construction by Others Contractor to field verify all dimensions prior to ordering components. Shop drawings shall be reviewed by Engineer, Contractor shall follow all applicable OSHA regulations Do Not Scale Drawing Architectural features and details by Kathy Ford, AIA. Electrical and Mechanical features by Others. Other Notes: Disconnect electric service before beginning work. S h u t o f f n a t u r a l g a s f e e d a t b u i l d i n g e n t r a n c e . D o n o t v i b r a t e g r o u n d d u r i n g s h o r i n g p l a c e m e n t . C o n t a c t d e s i g n e n g i n e e r a t c o m m e n c e m e n t o f s h o r i n g e r e c t i o n . 4, 1 / 2 " l a g b o l t s em b e d d e d 4 " i n t o e a c h m e m b e r (c o n n e c t e d a n d c o n n e c t i n g ) Ty p i c a l S h o r i n g T r u s s on L i n e s I n d i c a t e d Ma i n t a i n Sn u g Ti g h t F i t al o n g ma s o n r y li n e Shoring Line 1 Shoring Line 2 Shoring Line 4 Shoring Line 5 Shoring Line 3 Ba s e m e n t P l a n Wa l l t o b e S h o r e d Re g i o n t o be s h o r e d Pr o p o s e d S h o r i n g L o c a t i o n s Bi r d s m o u t h Cu t 4, 1 / 2 " l a g b o l t s em b e d d e d 3 " i n t o e a c h m e m b e r (c o n n e c t e d a n d c o n n e c t i n g ) Pr e l i m i n a r y - F o r R e v i e w O n l y Not for Construction