HomeMy WebLinkAbout127 Breezy Point Road Proposed Modifications • . ti , s
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BUILDING DEPARTMENT
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• PROPOSED MODIFICATIONS MIC ELE CUDILO, F.E.
BURKE RESIDENCE FRAMING Consulting Structural Engineer
Centerville. Massachusetts 02632-1979 (508)771-7601 •
127 BREEZY POINT RD. Drawn By: MC Date: 10/25/18 Drawing
SO. YARMOUTH MA Scale: AS NOTED Rev. 0
K== 19
File Name:DUNNE Project No.2018-309
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PROPOSED MODIFICATIONS MICHELE CUDILO, P.t.
BURKE RESIDENCE FRAMING . Consulting Structural Engineer
Centerville, Massachusetts 02632-1979 (508)771-7601
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127 BREEZY POINT RD. Drawn By: MC Date: 10/25/18 Drawing •
SO. YARMOUTH, MA scale: AS NOTED Rev. 0 _ SK- 2
File Name:DUNNE Project No.2018-309
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GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1
FOUNDATIONS
L All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition.
2. For site location and grading information,see Site Plan,by others.
3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered,
contact the Engineer of Record.
4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest
issue,maximum slump=4".
a;) Anchor bolts ASTM A307 galvanized,min.5/8"diameter,12"long,w/2-1/2"hook spaced per Code Checklist,or in
concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.).
b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage
c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint.
FRAMING
1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition.
2.Structural Design Loads:
Dead Loads:Actual Weight of Building Components
Live Loads:Snow Load =30 psf(plus drift)with applicable reduction
ATTIC Storage=20 psf
Living Floor=40 psf
.Ii Sleeping Floor=30 psf •
Decks and Balconies=40 psf
Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans
3. Structural Steel: (as required)
a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes:
9/16"diameter.
b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. •
Alternatively,field weld by certified welders.
c. Deflection Criteria: L/360 total load deflection.
4.Timber Framing:
a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better.
b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better.
c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi,
Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Feer--750 psi,
Fc_par=2900 psi. Note that Microllam and Parallam may be used interchangeably.
I. Deflection Criteria: L/480 Live Load,L/360 Total Load
2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing.
5.Metal Connectors:
As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail
holes filled,with the size nail as specified by mfgr or herein.
a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c;
Rafter to Ridge Plate: Collar ties min. lx6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c
b. Rafter ends to top plate: Simpson H2.5A
c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist
6.Bolts:
Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than
bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be
retightened at completion of job.
7.Blocking:
a.Blocking shall be solid blocking,2x minimum,and full depth of member.
b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing
to this blocking for the first 48"of these building corners.
c.Nailing Schedule:
Solid Blocking to Bearing 2-8d toenails ea.side
Blocking Between Studs 2-IOd toenails ea.end,or 2-16d end-nails ea.End
d: New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach
plywood edges to this blocking
8.Nailing Schedule:
All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically.
Multiple Studs 16d C 12"staggered
a.All nails shall be common wire nails.
b.Sub-bore where;nails tend to split wood.
9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code.
Vision Government Solutions 10/26/18 2:40 PM
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Replacement Cost Building Photo
Less Depreciation: $74,100
Building Attributes ._
. Field Description .r' . ;-
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Style Ranch „1F`-( -
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,Model Residential " `'e w ° , ` "a
Grade: • Average "" al_
Stories: 1 Story � ... , ,
;fin
Occupancy 1 � �,..P .'" "'r .:. , ' afi...n^ ^ vc..,... »,.:m,
• _,:'ate
Exterior Wall 1 Wood Shingle ,.{# ra . t.
Exterior Wall 2
Roof Structure__—_ Gable/Hip ^_ _ (http://Images.vgsl.com/photos2/YarmouthMAPhotos//\00\00\:
Roof Cover Asph/F GIs/Cmp Building Layout
Interior Wall 1 Drywall/Sheet
Interior Wall 2
Interior Fir 1 Hardwood
Interior Fir 2 16- •
Heat Fuel Gas —v_T—��—__�•—_ 3 WDK h111�17. u��miz'°
18a" v.6i..
Heat Type: Floor/Wall Fur x'"11 or"..1�" �,0
— n4nt. : t wI, ±
AC Type: None x�pm r!�"ira[ilr'' ,35
total Bedrooms: 2 Bedrooms , a II,,,,,� pu60 Mt'
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Total Bthrms: 1 as° '• r25. ,s k ,r,:
Total Half Baths: 0
Total Xtra Fixtrs: ('tttp://images.vgsi.com/photos2/YarmouthMAPhotos//Sketche
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Total Rooms: _ —_— _ —�--__ Building Sub-Areas (sq ft) 1`egend,
Bath Style: Average Gross Living 1
Code Description Area Area
Kitchen Style: Modern
..__ ..,—•- ________ _— ----��__—_. BAS First Floor • 754 754 •
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WDK Deck, Wood 208 0
1
962 754
Extra Features
Extra Features Legend
Code Description _-- Size Value Bldg#
EOS J End Outs Shwr 1 UNITS
$0 1
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PROPOSED MODIFICATIONS MICHELE' CUDILO, P.E. OS
BURKE RESIDENCE FRAMING Consulting Structural Enqinee
/
Centerville, Massachusetts 02632-1979 (508)771-7601 •
Drawn By: MC Date: 10/25/18 Drawing
127 BREEZY POINT RD. t
SO. .YARMOUTH, MA Stole: AS NOTED Rev. /'\ o tl/,
6 /au X1 ,9
File Nome:DUNNE Project No.2 1 –309
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PROPOSED MODIFICATIONS MICHELE U 0, P.E. • -11/41/8
BURKE RESIDENCE FRAMING Consulting Structural Engineer
Centerville, Massachusetts 02632-1979 (508)771-7601
127 •
BREEZY POINT RD. Drawn By: MC Date: 10/25/18 Drawing '
SO. YARMOUTH, MA - Scale: AS NOTED Rev. 0 SK- 2
File Name:DUNNE Project No.2018-309