HomeMy WebLinkAbout32_ASHLAND_ST_-_ANDOVER_Structural_8-17-2022__Fri_Aug_19_2022_15-04-00 - Plans - 32 ASHLAND STREET 8/19/2022 m EXISTING RIDGE POST VNTH
CONTINUOUS LOAD PATH TO
FOUNDATION WALL OR IALLY COLUMN
IN THE BA SEMENT N YP.) 19
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ACTUAL-SECOND FLOOR PLAN -
SIMPSON LU28 CLIPS
12'10"
EXISTING 2 PLY 18"DEEP
LVL RIDGE BEAMS.
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PROPOSED 2,4 or 2x6
5TUPS EXTENDING FULL EXISTING II-7/8"AJ520 JOIST @15'•O.C. II O
HEIGHT
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19'41" ` ---J
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CROSS SECCION A-B
DOOR SCHEDULE DEAD LOAD=12 PSF
ROOF DEAD LOAD=15 PSF
LIVE LOAD=30 PSF
ROOF LIVE LOAD=15 PSF � -
SNOW LOAD=50 PSF - rxnO"xnxn
rw "mccr, 2 c-o rmoe , -- -- EXISTING DIMENSIONS AND MATERIAL:THE DIMENSIONS SHOWN
ARE FOR GENERAL REFERNCE.VERIFY ALL DIMENSIONS PRIOR
TO COMMENCEMENT OF WORK.IF EXISTING DIMENSIONS AND
MEMBER SIZES DIFFER THAN FROM THAT SHOWN.NOTIFY THE
ENGINEER.
MATERIALS:DIMENSIONAL LUMBER IS BASED ON#2 GRADE
DOUGLAS FIR LARCH,HEM-FIR,SOUTHERN PINE AND SPRUCE
PINE FIR OR BETTER.
RENOVATION-SECOND FLOOR LAYOUT
- -- -- TEMPORARY SUPPORT:CONTRACTOR IS RESPONSIBLE FOR THE •'" . .'
TEMPORARY SUPPORT OF MEMBERS DURING CONSTRUCTION. O
I'[RE ALARM SYMBOLS
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NOTE: 'PHIS DESIGN DOES NOT include the D.A I'E/DRAWN BY
registration and ivvoence V documents OC'1'OBER2021 ^��fq PLUS
lri �`q T r p
,y�v ('Technical Responsibility Registries)as it is only T�IpT �T p T� qT �I� �T IG 3D 15JL:4J.S D .LsL C
(I�/Jl, implefloor-pl"n i,ithelevationsto compliment DATE/REVISED BY PP..��a SOTELE VAILA1VTE RESIDENCE INTERIOR DESIGN-3D LANDSCAPE PROJECT
the mtea"r Design & 3D Render for Ul 8/19/2022 C. M,
previ<nahzati"n"f the Clients wants before the 32 Ashland st,North Andover-MA B"st"n-MA
stage of project development and gaining Phcuc 1833.337.5873 1833.3DP.LUSD
approval by the c,pa-,
licmrscd bodies is the HOUSE RENOVATION WehUte:w 3dplusd.c ,,
clients'responsibility: SCALE —