HomeMy WebLinkAboutB-18-5628 .a .
TOWN OF YARMOUTH Building DepartnieM 'gU1LDING
(508)398,2231 ex.1281:
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?c,,,,," :".,_>").3~�...t"� PERMIT NO BLD-18-005628 •• ;' ` 'PERMIT ,
ISSUE DATE :04/12/2018 . JOB.WEATHI;R CARD _.
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APPLICANT :MICHAEL WHARNEYL: ••
PERMIT TO AMaraon .
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AT(LOCATION) 439 SUMMER ST,YARMOUTH PORT,MA 02675 1 ZONING DISTRICT 1 -1 Bldg.Type:'JIdaneal 777:11
SUBDIVISION MAP BLOCK LOT 11322 - ' BUILDING IS TO BE: CONST TYPE- Fill USE GROUP R-3 ..' ._ f_
,REMARKS Alterations per approved plan 780 CMR MSBC,9tti Edition,TOY Bylaws 1. CONTRACTOR *'„`• `,'
remodel existing&two bathrooms,move wall to enlarge 2nd floor bathroom, ' LICENSE CS-082043, ,1' ;'t
irepair rear porch roof sheathing(508.737-0363) • Consbuctlon Supeivisar ' -
. - - MICHAEL W HARNEY •" =;
MICHAEL HARNEY s; " ;'
AREA(SQ FT) 1 1,195,417 0 EST COST(3)' 22000.00 PERMIT FEE(3) 150.00
South Yarmouth,MA 0266{ i,.;,'
OWNER jBASS RIVER DEVELOPMENT . 1 ` '
r BUILDING DEPT BY , . +, ;. '`''= ,'`''-
ADDRESS 1,95 ROUTE 26 � -•�
• �YARMOLITH PORT f MA 102675-0021 4:L74—'t- PHONE- ) .. :,''. '. )
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY,STREET. ALLEY'OR.SIDEWALK OR ANY PART THEREOF, ARI
EITHER'TEMPOR "Y� ,OR,;
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PERMANENTLY. ENCROACHMENTS ON PUBLIC.PROPERTY. NOT SPECIFICALLY PERMITTED UNDER', THE BUXOM'CODE,' MUST :BE::
APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES .AS WELL AS'DEPTH AND. LOCATION'OF-PUBLIC.SEWERS'MAY BE
OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM.' „ :' :,
MINIMUM INSPECTIONS REQUIRED FORAM . APPROVED PLANS MUST BE RETAINED ON WHERE APPUCABLE SEPARATE.
CONSTRUCTION WORK:1)FOUNDATIONS OR ' - ' JOB AND THIS CARD KEPT PORTED UNTIL . PERMITS ARE REQUIRED FOR. '.'••
FOOTINGS.2)PRIOR TOtOVERING STRUCTURAL FINAL INSPECTION NIS BEEN MADE.WHERE , ELECTRICAL PLUMBMGGGAS
MEMBERS(READY FOR LATH OR FINISH COVERING) - A CERTIFICATE OF OCCUPANCY IS • - AND MECHANICAL',,::- - _
REQUIRED,SUCH BUILDING SHALL NOT BE • INSTALLATIONS.`"': ;- . '"
3)FINAL INSPECTION BEFORE OCCUPANCY 4) OCCUPED UNTIL FINAL INSPECTION HAS "; ',r `A ti , ; ;
REFER TO DETAILED INSPECTION SCHEDULE , °"" '
BEEN MADE' ,:, ,r!
POST THIS CARD SO IT 1S_VISIBLE FROM STREET ` 7', . '.--1:=' ` '.: `_ '1:
BUILDING INSPECTIONS APPROVALS
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WORK SHALL NOT PROCEED PERMIT WILL BECOME NULL ANO VOID IF - )'(_„.;-:r:,.�3. ; p$Ecnotig itio, k` ° pht °cARD," 21,.°
UNTIL THE INSPECTOR HAS CONSTRUCTION WORK IS(40T ST}kRTED WITHIN BIX - CAN RE A ®ppn BYit(04.6 C , ,
APPROVED THE VARIOUS ' MONTHS OFD/ATET)1EPERMITISISSUED NO'I'EO ' OI}WR( Ng11Fb\ '!T1
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PROPOSED MODIFICATIONS MICHELE CUDILO, P:E. 1 ..
- -hM 1JCj �M Consulting Structural Engineer
-` la- FL, Centerville, Massachusetts 02632-1979 (508771-7601
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39 SUMMER ST. Drawn By: MC Date: 09/11/18 Drawing
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PROPOSED MODIFICATIONS MICHELE CUDILO, P.E.
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FL. Centerville, Massachusetts 02632-1979 (506)771-7601
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. PROPOSED MODIFICATIONS MICHELE CUDILO, P.E. •
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Oenterville, Massachusetts 02632-1979 (508)771-7601
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YARMOUTHPORT, MA Scale: 4' SAS NOTED Rev. 0 SK-2, .-.
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• PROPOSED MODIFICATIONS MICHELE CUDILO, P.E. /k/ 'o
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39 SUMMER ST. Drawn By: MC Date: 09/12/18 Drawing
• YARMOUTHPORT, MA Scale:l=CAS NOTED Rev. 0 SK-3
rile Nome:HAGOPIAN Project No.2018-249
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• 1� PIPE OR CONDUIT
10 2IN.MN.FROM TOP II
AND BOTTOM OF JOIST 011 D(ACTUAL DEPTH)
III For SI: I Inch=25.4 mm.
I. FIGURE R502.8
111 CUTTING,NOTCHING AND DRILLING
0 R502.11 Wood trusses. the individual truss design drawings.In the absence of specific
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II bracing requirements,trusses shall bebraced inaocotdancewith
8502.11.1 Design.Wood trusses shall bedesigned in actor- the Building Component Safety Information (SCSI 1-03) •
0 dance with approved engineering practice.The design and Guide to Good Practice for Handling,Installing&Bracing of
manufacture of metal plate connected wood masses shall Metal Plate Connected Wood Trusses•
comply with ANSI/TPI 1.The truss design drawings shall
0 be prepared by a registered professional where required by 8502113 Alterations to trusses.Truss members and com-
ponents statutes of the jurisdiction in which the project is to be ponents shall not be cut,notched,spliced or otherwise altered
0 constructed in accordance with Section R106.1. in any way without the approval of a registered design profes-
sional.
sional. Alterations resulting in the addition of load (e.g.,
iR502.1L2 Bracing.Trusses shall be braced to prevent rotation HVAC equipment,water heater,etc.),that exceed the design
and provide lateral stability in accordance with the requirements load for the truss,shall not be permitted without verification
0 specified in the construction documents for the building and on that the truss is capable of supporting the additionaLloading.
Si2009 INTERNATIONAL RESIDENTIAL CODE* 121
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GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction)
FOUNDATIONS - -
1.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 It 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.244 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
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: 1)360 total load deflection.
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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 I.9E L.V.L.with Fb-2925 psi,E-1,900 ksi,Fv=285 psi,Fc,_per=750 psi,
Fear-3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb-2900 psi,E-1,900 ksi,Fv=285 psi,Fc per-750 psi, .
Fcyar-2900 psi. Note that Microllam and Parallam may be used interchangeably.
I. Deflection Criteria: 1)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"oft;
Rafter to Ridge Plate: Collar ties min.1x64? 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'ok: 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 2-10d 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^a. 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. •