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HomeMy WebLinkAboutBLD-19-3154 a •r PHILBROOK ENGINEERING a 107 BEACH STREET Project IMAD Residential Alterations DENNIS,MA 02638 Project No: P1842 1-508-3854682 Date: 16 November 2018 GENERAL DESCRIPTION Architect - Joe Dick 362-1309 9th ed. i cs5790 Narrative: 2 Story Custom Contemporary House (early 90s) on Full Height Concrete Foundation w/ Rear Dormer and Attached 2 Car Garage 180F/44- Location: JAY I)AD, 6 Fair Wind Circle, South Yarmouth, MA foriG 3 T VARNUM N o PHILBROOK Construction: 2"x 4"/6" 6 16" o.c. Platform Frame w/ Concrete Foundation- MECHANICAL and Stick-built Wood Framing o pNo.30.90 d o SPECIAL CONSIDERATIONS o a , manna Use Group(s): R-3 (1 Family Residence) Construction Type: V-B (unprotected) see separation below Misc or Comments: a Site Check i Existing Plan Layout Checks e Design Review - Upper Header Beams L Supports w/ Roof Framing c Connections e Plan Notes G Design Submittals DESIGN CONSIDERATIONS Soil Data: - Site Plan or Boring Log available: NO Preparer of plan or log: - Direct Observation: NO - Cape Cod Atlas Bearing - Coarse-medium Sand w/ some Fines USCS = SP(SC) SBC Class e 8 Specifics: Hr(allow) = 2,400_ lb/sq ft plus 10% allowable width increase Fire Data: 5/8" GBH Separation for garage/residence LAW Tbl. R302.6 MA Amend Loads SHC Location #/sq ft Dur Note 1st Floor 40 1.0 Tbl. R301.5 2nd Floor 30 1.0 Tbl. R301.5 Attic - non-Expansion 10 1.0 Tbl. R301.5 Partitions: 2x4/6 12 1.0 Bear/Non-Bear WFCM 152 Family - Chp 3; Prescriptive Method for Snow Wind UON Snow - m = 8/12 (33.6°) 30 1.15 Tbl. R301.2(4) 0A) Wind - Speed = 140(ult) MPH EXP = H Tbl. R301.2(4) (MA) Height 5 Exposure Coef. = 1.00 1.33 Tbl. R301.2(3) Ref Pres (Horiz) Zone 4 = -19 MFRS Tbl. R301.2(2) Ref Pres (Boris) Zone 5 = -26 CCC Tbl. R301.2(2) Roof Pitch > 27" to 45° MRH = 28 ft Connector Addition Ref Pres (Vert) Zone 1 = -18 !MFRS Tbl. R301.2(2) Ref Pres (Vert) Zone 3 = -23 CSC Tbl. R301.2(2) Loadings I 1st Floor 2nd Floor Attic Roof Deck LIVE LOAD I 40 30 10 30 50 DEAD LOADS 1 12 13 8 9 6 Misc I 2"x 12" Floor Joists 5 2"x 8"/10" Ceiling/Rafters DESIGN TOTAL I 55 45 20 40 60 w/ round I w/ 5% on DL Tbl. 12 NET UPLIFT = (8/12) (_) - .6(RfaCl) = lb/sq ft -303 per end w/ CSC - Side (-23) - .6 x (10)=-17 lb/sq ft -317 per tail for MWFRS - Main (-1B) - .6 x (10) _ -12 lb/sq ft -223 @ 16"o/c PHILBROOK ENGINEERING 107 BEACH STREET Project IMAD Residential Alterations DENNIS,MA 02638 Project No: P1842 1408485-8682 Date: 17 November 2018 GENERAL DESCRIPTION Architect - Joe Dick 362-1309 9th'ed ''±. cs5790 Narrative: 2 Story Custom Contemporary House (early 90s) on Full Height Concrete Foundation w/ Rear Dormer and Attached 2 Car Garage yjN CFMA,... N, Location: JAY IMAD, 7 Fair Wind Circle, South Yarmouth, MA 'i T VARNUM 1A\ PHILBROOK \, lu MECHANICAL "J DESIGN ANALYSIS: ' < No.30690 . =mane mmemeneese `Do,, f0 14 .F �. E.6 NOTE -> Sizes reflect beams, connections and posts to be prepared for a air construction set of plans. Final sires may change subject to final site demolition and discovered findings. #1 - New/Existing 6"x 10" Doug-Fir Beam; #1 Beam Fb = 1,200 PSI; E = 1.4x 10(6) PSI Wul a (15 + 10)x 21'/2 + 15 = 275 lb/lf 1 Span; 16'0" c-c Mmax = 8,800 ft-lb f'b = 1,221 PSI -- F'b = 1,200 PSI w/ Cd = 1.0 (<2%) DELmax = .80" (w/o 85%) DELact = .80" OK by Design #8 - Flush 2nd Floor Beam; 4 ea 1.75"x 11.25" 1.98 Micro-Lam LVL w/ 2 rows of 5" Head-lok Screws Q 16" o/c from BOTH sides Wul = (40 + 15) x 28'/2 + (10 + 10) z 28'/2 + 8x 12 + 20 lb = 1,170 lb/lf 1 Span; 13' 8" Mmax = 27,330 ft-lb Span; 14' 0" maz Wul = 1,170 PLF < 1,234 PLF Q TL/240 OK by TJ-9000 Tbl #10 - Dropped W12x22.ASTM Grade 50 w/ Fb = 50,000; E = 29z 10(6) PSI Wul(walls above) a (9x 12) + .667x (9.3 x 12) + 25 = 210 lb/lf 3 Pts; 2 Q 2,200 lb Q 3' 0" i 19' 0" and 1 8 8,000 lbs Q 11' 6" 1 Span = 22' 6" Mmax = 58,640 ft-lb Sreq = 21.3 in(3) Savail = 25.4 in(3) DELmax = 1.13" (w/o 85%) DELact = 1.05" for W12x22 OK by E-Calot' v5.8 #11 - Posts; 4"x 6" #2 or BTR H-Fir w/ Fc(11) = 1,000 PSI i E a 1.3x 10(6) PSI Pmax 8 Post a 7,980 lbs Left - 8'-O" i L/d a 27.4 f'c(11)req a 415 PSI F'c(allow) a 519 PSI (Old NDS Zone III) Set solid tight to girt beam or foundation sill plate. OK by Design Run supplemental basement post or 2"x bearing wall in basement 812 - Existing Floor Slab Bearing; Width + 2 x Floor 't' Field Report a 4.5"+ Area Bearing a 18" squeeze (2.3 sq ft) based upon Competent slab Soil Hearing a Total Weight/Area a 7,980 lb/2.3 ft a Sb(req)lb/sq ft - 3,470 lb/sq ft < 3,511 lb/sq ft W/ Area increase OK by Design • -• T.Vamum Philbrook,P.E. Title: IMAD Residential Alterations Job#P18-62 •) PHILBROOK Engineering Dsgnr:Joe Dick-Arch Date: 7:12AM, 17 NOV 18 107 Beach Street Descrtption:Family-Kitchen Header Beam ▪ Dennis,MA 02638 Scope: 508-385-8682 Rev: 580007 User _(cp983-2003 ENERGLLCVet BnE+gineerrtq Software,1-Dec-2003 Steel Beam Design Page 1 II m,m7.ear.CALculA7gN3 Description P18-62; 7 Fair Wind-JoeD General Information Code Ret AISC 9th ASD,1997 UBC,2003 IBC,2003 NFPA 5000 r Steel Section : W12X22 Fy 50.00ksi 7 Pinned-Pinned Load Duration Factor 1.15 Center Span 22.50 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 0.00 ft Distributed Loads Note!Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 1 DL 0.185 kryt LL k/ft ST k/ft Start Location . ft End Location ft Point Loads Notel Short Term Loads Are WIND Loads. i #1 #2 #3 #4 #5 #6 #7 i Dead Load 2.200 2.200 2.180 k Live Load 4.660 k Short Term k Location 3.000 19.000 11.500 ft pSummary Beam OK Static Load Case Governs Stress Using:W12X22 section,Span=22.50ft, Fy=50.Oksi End Fixity= Pinned-Pinned,Lu=0.00ft,LDF=1.150 Actual Allowable Moment 58.642 k-ft 69.850 k-ft Max.Deflection -1.051 in fb:Bending Stress 27.705 ksi 33.000 ksi fb/Fb 0.840 :1 Length/DL Deft 429.1 :1 Length/(DL+LL Deft) 256.8:1 Shear 7.976 k 64.012 k fv:Shear Stress 2.492 ksi 20.000 ksi fv/R. 0.125 :1 11,orce&Stress Summary ` «-These columns are Dead+Live Load placed as noted->> DL LL LL+ST LL LL+ST Maximum Only (52 Center (U Center (d1 Cards Cdt Cants Max.M+ 58.64 k-ft 32.49 58.64 k-ft Max.M- k-ft Max.M @ Left k-ft Max.M©Right k-ft Shear @ Left 7.92 k 5.64 7.92 k Shear©Right 7.98 k 5.59 7.98 k Center Defl. -1.051 in -0.629 -1.051 -1.051 0.000 0.000 In Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl(81 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction C Left 7.92 5.64 7.92 7.92 k Reaction©Rt 7.98 5.59 7.98 7.98 k Fa catdd per Eq.E2-1,K9.Ir<Cc • I Beam Passes Table 65.1,Fb per Eq.F1-1,Fb=0.66 Fy • ! T.Vamum Philbrook,P.E. Title: MAD Residential Alterations Job If P18-62 .1 PHILBROOK Engineering Dsgnr. Joe Dick-Arch Date: 7:12AM, 17 NOV 18 107 Beach Street Description:Family-Kitchen Header Beam • Dennis,MA 02638 508-385-8682 Scope: Rev; 580007 Rear.580031KW-060032ft Ver 5.9.0,1-Dec-2003 Steel Beam Design Page 2 _(0)1983-2003 ENERCALC Erpineervg Software nu57.ecrCALCULA710NS Description P18-62; 7 Fair Wind-JoeD Election Properties W12X22 it Depth 12.310 in Weight 22.01 4/It 9 Web Thick 0.260 in to 156.000 in4 Width 4.003 in 1w 4.660 in4 Flange Thick 0.425 in Su 25.400 in3 Area 6.48 in2 Syy 2.310 1n3 Rt 1.020 in R-)ac 4.910 In Values for LRFD Design.... R-yy 0.848 in J 0.290 in4 A 29.300 in3 Cw 165.00 in6 4 3.660 in3 K 0.725 in Pfaa/ir • ONE & TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department or r 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 ii—: 4:■ : Massachusetts State Building Code,780 CMR 'r Building Permit Application To Construct,Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: _W=&'737) -5/5t! .Date Applied Building Official(Print Name) • . %nenue; II E ell i :: SECTION 1:SITE INFORMATION . . : C 1.1 Propgrty Address: 1.2 Assessors Map&Parcel Numb, & J-al/764 (', lete, NOVLIrfrodm 91 ,,, 21 2016 1.1 a Is this an accepted street?yes ✓ no Map Number Parol Hun er 13 nin nformatio 1.4 Property Dimensions: eul.f)w �'=i'Hriit EN] /a� /� SidenXa(. 3'r5Hl ISapv --- Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: / Public Private❑ Zone: _ Outside Flood tie? Municipal El On site disposal system @( Check if yesn SECTION 2: PROPERTY O%VNERSIIIP1 , 2.1 Own&o&Rcore ` /, /,/flhz�/ a2// ,/ /a/ rna�1 (S)//l/� UVt1 Name(Pn�r City, tate,ZIP • fo �2/( e)rnte �wCO I 7 avoneletel44nrt coal NO.and Street Telephone 'Snail Add ss SECTION 3:DESCRIPTION OF PROPOSED WORK,(check all that apply) ' New Construction Cl Existing Building Cl Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) El.Addition ❑ Demolition ❑ Accessory Bldg.Cl// Number of Units_ij Other CI Specify: Brief Description of Proposed Work?: gesWC Lt��/ /./7 /7`x/1.12 `M7&GC t! //✓.t v1 nfn/L 1" /-��r.. . f�l�._ l y/ bY'19 LU • SECTION 4:ESTIMATED CONSTRUCTION CC ST - J Estimated Costs: f34T1'L.6i1'rCyGkrri£t 1 m C N I. (/ Item Offiei ljstOmy (Labor and Materials) I 1.Building $ /6;000, I. Buildmg Permit Fee $IL,a Indicate how fee is determined:, !1 Standard City/Town Application Fee r 2.Electrical $ 'p r / I ❑Total Project Cost' tem )x multiplier x 3.Plumbing $�oov r 2. Other Fees $ 4.Mechanical (HVAC) $ ?J JQ! List - - 1.7 ^„,„,.. i 5.Mechanical (Fire ' Suppression) $ Total All Fees $ CheckNo. ' Check Amount Cash Amount., 6.Total Project Cost $ pt3,()/0Cl Paidim-Full a Outstanding Balance Due: IIJ • • SECTION 5: CONSTRUCTION SERVICES Si Construction Supervisor License(CSL) License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street The - oII U L Unrestricted(Buildings up to 35,000 cu.R) City/Town,State,ZIP R Restricted l&2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Comm Name or HIC HIC Registration Number Expiration Date Company Registrant Name No.and Street Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AF'IIDAVIT(M.G.L.c.152.§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes 0 No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT .. I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date • • SECTION 7b:OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application. true and accurate to the best of my knowledge and understanding. /,q/i) Print er's thorized Agent's Name(Electronic Signature) Date 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.aov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth of Massachusetts A _ ' P—,- —wl Department of Industrial Accidents r4111— 76' Congress Street, Site 10 €• _' 0' 1 Boston, M 02114-2017 0 � 47 ^a-. . w wwmass gov/dia mit Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information ! Please Print Legibly Name (Business/Organization/Individual): /U •y/}?...-1 ..- I/�f�� / �/� c / Address: (e Eu// /and (le& ....9)6 tC L moi' i ',MO ' V City/State/Zip: 6) l rgaeU it O 9/ Phone#: � V72(o 40 D Are you an employer?Check a appropriate box: Type of project(required): 1.0 I am a employer with employees(full and/or part-time).• 7. 0 N w construction 2.0 I am a sole proprietor or partnership and have no employees working for me in g, Remodeling 3.�capacity.[No workers'comp.insurance required.] a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4. I am a homeowner and will be hiringcontractors to conduct all work on property. 10 0 Building addition my 1 w71 ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet 13.0 Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.0 We are a corporation and its officers have exercised their right of exemption per MOL o. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] •Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. [Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that Is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under th ains and penalties of perjury that the information provided above is true RI correct _ iSi nature: Date: j//f!9/1 V Phone#: f '7.Z6-x700 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: OVY'9R - TOWN OF YARMOUTH • } ° BUILDING DEPARTMENT • O H ? 1146 Route 28,South Yarmouth,MA 02664 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: JOB LOCATION: 6 rail-ei/ld ureic., (S A ljgrma4t,t`/A NAME STREET ADDRESS ,Vg SECTION OF TOWN "HOMEOWNER" cJi/i !flQf/ 4'a,f3- �ri/V3•lo26:27OO (dc/I) N /� HOME PHONE - WORK mom' PRESENT MAILING ADDRESS 6 t"84 tt kn£ (,7d..e. (S,G ..%I1!cfrY-(A. O020&y CITY OR TOWN STATE ZIP CODE The current exemption for'Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner. Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be,a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner,such"homeowner"shall submit to the building official,on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the buildingpermit. (Section 110 85.1.3.1) The undersigned 'homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes,by-laws,rules and regulations. The undersigned 'homeowner' certifies that he/ she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he I she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked yes,please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass.General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent hhomeownrllcexemp 0 .y44,� TOWN OF YARMOUTH S�r� ;�g a BUILDING DEPARTMENT Yc.� - y 1146 Route 28,South Yarmouth,MA 02664 Nfi • � 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40,Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at /o ��r,// Grid Cie,et U !a ati Work Address Is to be disposed of at the following location: eaUdSSi( G' so il.(' en-6-14-84 Said disposal she shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Sign a of Application Date Permit No. S ONE or TWO FAMILY —BUILDING PERMIT APPLICATION REGULATORY APPROVALS NOTICE Address of Proposed Work: b Fa/gip/4i &te/t / (SJ4j pnyou0 �/ fl /� &k-'/ Scope of Proposed Work: 7C? Date: x/7451// Based on the scope of work described above,the applicant is required to obtain approval sign-offs from the following departments as checked-off below: INITIALS Health Dept.—508-398-2231 ext. 1241 Conservation Comm.—508-398-2231 ext. 1288 Water Dept.— 99 Buck Island Rd.phone no.508-771-7921 Old Kings Hwy.Hist Comm.—508-398-2231 ext. 1292 Engineering Dept.—508-398-2231 ext. 1250 Fire Dept—Kevin Huck/James Armstrong,96 Old Main St.SY Note: Please call Fire Department for an appointment.508-398-2212 Other Appropriate plans and/or application shall be provided to each of the departments checked-off above. Each of these regulatory authorities has their own requirements outside the jurisdiction of the Building Department. All applicable approvals shall be obtained prior to submitting a building permit application to the Building Dept. Thank you for cooperation. Receipt Acknowledgement: Applicant's Signature Date Rev.Dec.2015 • 1N3W1217d 3O 9NIO�!f1B 0103 61 AOU 03A1333N 1 1 2(,i,, nP )(g �Vjp °7 Cy. vi `knew --;Q Mel A ,