HomeMy WebLinkAbout185 Seaview Ave plan 469
43' - e"
e'-0. 12-0"
27-0'
SIAART VENTS:
' 8`06' RATED AT 2W &i. each
Enclosed Am = 900 5F
Regrind Area 900 &i. / 200 s.i. = 4.5
3 - 8^ • Provided = 5 Smart Vents = 1000 s.(.
T-0" TIP Sorwluiew/
�p i OH /_ I D'm. SpreadFaotirg,TYP.
2485 PLF
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2A57# 2' Comc. Slab O
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OR 12' D"w. Neat Dia. Bose
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10 Mil. Vapor Barrier
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(wig, SIMPSON C8) I
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FOUNDATION
PLAN
SMARTVENIS:
• 8k16' RATED AT 200
Endosed Area = 900
' Required Area 900 S.
• Provided = 5 Shed 1
rl F
13'irst Fla=
Y -0"
17-0"
sFE
FINISH GRADE
10-33M"
7 x 2' TRENCH FILLED W/
CRUSHED STONE, PITCH SLAB
TO OPENINGS
FOUNDATION WALL DETAIL
i'A"
us.
ACCESS ur envwL. wend coo. a,.
20-2" w Ir 3'-7" I ' 16'-3" 3'-6"
FLOOR SYSTEM BY MANUFACTURER
SIMPSON A35 OR LTP - Series 016' ox. far Attachment
of Modular Baas to Sin
121 #4 HORIZ. REBAW r CLEAR
TO TOP OF WALL
• DOUBLE 2 x 6 P.T. SILL PRATE W/ 1/T SILL SEAL
• PROVIDE S/8' GALVANIZED M ANCHOR BOLTS W/
T MIN. CONCRETE EMBEDMENT ® 48' a.a. & 6.1 r
FROM END PRATES;
"'.I/4' SQIMRE WASHES REC ARED ATOP SILL
PLATE
USE SIMPSON SM014 R ® 4 CORNERS TYP
8-06'SMARf VENT
r CONCRETE DUST CAP OVER 10 MIL. VAPOR
BARRIER OVER 4' MIN. COMPACTED SAND
10' POURED CONCRETE FOUNDATION WALL
WATERPROOF/ INSULATE PER MA-780 CMR
2 x 41EYWAY w/ PVC WATERSTOP
PERF. FOOTING DRAIN 10PTIONALI
24' x 10' CONCRETE FOOTING
W/ 13] #4 IEBAR (REIMR OPi'IONAL)
BEARING CAPACITY OF SOIL
PRIOR TO CONSTRICTION
[MIN. 2500 PSF]l
(21#4 All Arogs, und Openin
lapped, TyP.
(412x10 SPF#2 FLOOR GIRDER (BY MFCR-)
GRADE h_
-33le
6.6 PT Pot
SIMPSON ABU66 w/ 5/8' Via. Anchor Bet
w/ Min. 7" Convate Embedment
10' Dia SonoN be w/ 24' Dia. Spread Fooling
SONOTUBE DETAIL
1,10 P.T. 016' O.C. -
3-2x8 P.T. DROP
6.6 P.T. POST
6.6 P.T. POST
SIMPSON CB
12-xl2' CONC. PIER
OR
12' DIA SONOTUBE
W/ 24' DIA, BASE
18k10- CONIC. STRIP FOOTING
b
5CONC. PIER DETAIL
SECTION
FRONT
rpeastibn
No," Rpbe
ROVED
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First FIT
3'-0"
_ TOF
Imo_ _ h
71' - E
— FINISH GF:ADE
10._
3 314"
1Z-0"
oz:
FLOOR SYSTEM BY MANUFACTURER
22 - 0"
FOUNDATION NOTES
1.Code s & Ordin omen : Construction shall conform to the International Residential Code 2015
and with -rent Massachuaem State Budding Code 780 MR - State Board of Building Regulations
sad Standards
2.Gealedtrliml Report: The comredar shall be familiar with the glldedaiml mpotllf Applimblel.
If a conflict occurs between rhea notes / specifications and the moornnandalion from the
matdntlwl angneser, than the more seingem shall apply.
3.Vmify Dineahom: Contrador shall verify all dimemionn, drops, sopm, and details of titres
drawings with those of the architectural design plans, and contractor shall report's—pancies to
eaginew in writing and amhited/dm'grer prior to the start of mnsnudion.
4.0omraclor Feld Varifantion: Dalag construction the contractor may encounton adsring
conditions that were unknown during design and vary from the plena The controdor shall notify
the engineer in writing prior to proceeding with the work of all discoveries that interfere with
Proper —.A- of the work and/or ieopardlse the shadurd integrity I the structure.
SAdditional Details: B contractor requires additional datotls or infarmafan not found on the
drawings or in the sPedfiaotiomn, contractor shall request this information from erytinear in writing
prior to the start of construction.
6.Rovised Mlwmotiom Thine drawings one based on certain gsaxnpfi— and the argineer
reserves the right to revise these documents if other idonnafion bacomes available.
7.Consimction Review: Construction raview services by to engineer of record am awdable prior
to canoes placement, fining the concrete placement and during and subsequent to the strewing
of the post4ensioning spends, if applicable. If the ergineer of record does not perform time
construction reviews, than the engineer of record accepla no responsibility for improper
implementation of the plum and specifications.
8.Watarproafirg: Unless otherwise specified, maonry, contractor shag be responsible for
providing all foundation moisture proolig and insulation.
Provide waterproofing as, required by data coda
Provide fooling draine as required
9.1toof drainage: Dwellings shall haw a controlled method oFwater disposal from roofs that will
collect and discharge roof drainage to the ground surface m lead 5 het From foundation walls or
to a subsurface drainage system.
10.51ructural Stability During Construction: The drawings illustrate the cornplehd structure wilh all
.[..ants in their find positions, properly supported and braced. The maraca shall he
rmponsibk fat all consruction moons and maN,oda. The contractor, in the props sequence, shoA
povids proper shoring and hracma as nemsaay during mnammtien to a hieve the final
completed structure. Foundation Shall Not be Bocidilled until 1st Floor Deck is Fmmed and
Shn,othad.
Structural Foundation Nate!:
1. Concrete shall be 3000 PSI or stranger
Mchon bobs ASTM A307 gahantsed, min. 5/8'trer m, lr long, w/ 2-1/2' hook spaced pw
Code Chacldist, or In concrete peas w/ Simpson ABU-swim bees: SPACED 2' O/C fat akb-
n-grade construction fi.e. Garage, Basement Walkou s, etc.).
b. NI walla to have men. 2#4 top horiamal, 2' deer, to prevent shrinlmge
c NI walls longer than 25' !hall have wertial mdml joint with Waterstop between wall joint.
2. Sled reinforcing shall be 60,000 PSI deformed bar
3. Assumed not allowable ail bearing capachy, q= 25M trd, for a madium sand✓graved
composition. Other sot encountered, contact the Engineer of Reard.
GENERAL EARTHWORK REQUIREMENTS
1. All bac3dl sails materials to be ASTM D 2487 ail classification, groups GW, GP, GM SW, SP,
SM, free of rack err gravel lager than 2 inch- in any dimension, debris, wase, fromn materiels,
vegivion, or affier deleterious mama.
2. The orb -bars sods material to be a ndumlly or adfidaly graded mature of natural or crushed
gravel, crushed stone, and natural or crushed send ASTM C2940, with d lead 95 pacer passing
a 1-1/2 inch sieve on and nmove than 8 percent pawing a no. 200 slew.
3. Drainage fill to be o washed evenly traded missive of crushed store, or crushed or uncrushed
gavel, ASTM D 448, sons 57, with 100 peraml passing a 1-1/2 irah sere aced Fla ream than 59,
passing a N. 8 sate.
4. Protect aMgrada and foundation sells from softening and damage by wow, freedng
temperahrm, or frog.
S. Esavole to ah-grade abwtiae regardless; of charaaa of materials and obdruclions
encountered.
6. When sub -trade or existing ground surface to receive fill has a dera y lees than that required
for fill, break up ground surface, pulverise, mddure-condition or agate sail, and re —pad.
7. place baddill and fill co in layers t more than 8 inches in lease depth at optimum mooue
comet. Compact each layer under structure, building slabs, pavements, and walkways to 95%of
madmum dry unit weight cocadtng toASTM D 699, elsewhere to 9W
2 x 8 PT lodger w/ 2 Rows I LedgaLOK
16' o.c., 2' Mkt. Edge Distance ® T&B,
(4) SIMPSON DTT1Z Eq. Spaced, TYP.
— First Floor
3'-0"
TOF IL
NORWOOD
MODULAR
FOUNDATION
185 SEAVIEW AVE
S. YARMOUTH, MA
02664
For Permitting
11.15.2022
CLIENT:
John Smith
Pro -Mod Homes LLC
john@pro-modhomes.com
508-789-1562
ENGINEERING:
Michele Cudilo, P.E.
123 Cottonwood Lane
Centerville, MA 02632-1979
mcudilo@comcast.net
508-737-8521
JOB # / 2022 -150
DRAWINGS BY:
Yoana K. Guzman
5 Madison Ct
Nantucket, MA 02554
yoana. ackdesign @g mai Isom
774-325-6705
FOUNDATION PLAN I
F-1