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HomeMy WebLinkAboutBLD-22-000309 ONE & TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department / 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 '= ,1`E Massachusetts State Building Code,780 CMR �7�� Building Permit Application To Construct,Repair, Renovate Or Demolish 4.-;.' C E I V a One-or Two-Family Dwelling This Section For Official Use Only J U L 14 2021 Building Permit Number: ?(,D-22'OW3D`I Date Applied: emu PARTMrrAt Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION . 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers61 7 Trenton Street,West Yarmouth,MA 28 1.1 a Is this an accepted street?yes x no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Residential Residential 6970 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required I 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: Zone: Outside Flood Zone? Municipal 0 On site disposal system Q Public❑ Private 0 — Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Brendan McNamara West Yarmouth,MA 02675 Name(Print) City,State,ZIP .aped f Tr C11- c N Zt) 978.944.7415 brendanfmcnamara@gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 51 Owner-Occupied 0 I Repairs(s) 0 Alteration(s) ®1 Addition 51 Demolition 0 Accessory Bldg.0 Number of Units 1 Other 0 Specify: Brief Description of Proposed Work2: Add second story,add bathroom addition,add front deck,add back deck SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 19000 1. Building Permit Fee:$ Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $ 8000 0 Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 8000 2. Other Fees: $ C,'4 ni,\ 4.Mechanical (HVAC) $ 15000 List 5.Mechanical (Fire • $ Total All Fees:$ Suppression) Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 250,000 0 Paid in Full El Outstanding Balance Due: ��,k. t,., c cx„),,l,,c \ _ '� , ,.., L a,-KorA wr s� 1 I4 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 104189 03.03.2022 Wesley Price License Number Expiration Date Name of CSL Holder U 231 Main Street,#335 List CSL Type(see below) No.and Street Type Description Yarmouth Port,MA 02675 U Unrestricted(Buildings up to 35,000 cu.ft.)_ R Restricted l&2 Family Dwelling City/Town,State,ZIP lvi Masonry RC Roofing Covering • WS Window and Siding SF Solid Fuel Burning Appliances 774.212.2942 wesley@wdprice.com i insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) W.D. PRICE,Inc 199794 22.10.07 HIC Registration Number Expiration Date . HIC Company Name or HIC Registrant Name wesley@wdprice.com No.and Street Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(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 CI No .0 • 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 W.D.PRICE,Inc. to act on my behalf,in all matters relative to work authorized by this building permit application. Brendan F.McNamara 21.04.26 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 his .,.lie l.n is true and accurate to the best of my knowledge and understanding. ' I ' i IUC.9i 21.04.26 Print Owner's or Au ed Agent's Name(Electronic Signature) Date l NOTES: I. 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.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) 738 (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) 738 Habitable room count 4 Number of fireplaces Number of bedrooms 1 Number of bathrooms 2 Number of half/baths 1 Type of heating system heat pump Number of decks/porches 2 Type of cooling system heat pump Enclosed 1 Open 2 3. "Total Project Square Footage"may be substituted for"Total Project Cost" "'� The Commonwealth of Massachusetts 1=�;n� /, Department of Industrial Accidents g _ 1 Congress Street,Suite 100 C s y{s$ Boston,MA 02114-2017 Thi . t www.mass.gov/dig Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): W.D. PRICE,Inc. Address: 231 Main Street,#335 City/State/Zip: Yarmouthport,MA 02675 Phone#: 774.212.2942 Are you an employer?Check the appropriate box: Type of project(required): I.Q I am a employer with employees(full and/or part-time).* 7. E New construction 2.E I am a sole proprietor or partnership and have no employees working for me in 8. Q Remodeling . any capacity.['No workers'comp.insurance required.] 3.0 1 am a homeowner doing all work myself(No workers'comp.insurance required.]t 4. ❑Demolition 4.01 am a homeowner and will be hiring contractors to conduct all work on my property. I will 10®Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.E Electrical repairs or additions proprietors with no employees. 12.E Plumbing repairs or additions 5.11 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 1 .❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 6.©We are a corporation and its officers have exercised their right of exemption per MGL c. 14. Other 152,i 1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also MI 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. tContractors 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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb erti it der the pains and penalties of perjury that the i;'formation provided above is true and correct Signature: , nick Date: 21.04.26 Phone#: 774.212.2942 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: ,YAK TOWN OF YARMOUTH • °yc HEALTH DEPARTMENT �r ryc \'r 4 o,"' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: 7 Trenton Street Proposed Improvement:Addition, Remodel r/Gc;_ Z._G. F` Q iA' t Applicant:W.D. PRICE, Inc Tel.No.:774.212.2942 C i j c�L( 1 Address:231 Main Street,PO 335 YarmouthPort Date Filed:21-04.28 **If you would like e-mail notification of sign off,please provide e-mail address:wesley@wdprice.com / Owner Name:Brendan McNamara Owner Address:7 Trenton Street Owner Tel.No.:978.944.7415 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations;i.e.,Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans,to include: (1.) Site Plan showing existing buildings,water line location, dill, h 8 MI and septic system location; (2.) Floor plan labeling ALL rooms within building HEALTH et p t, (all existing and proposed) — Note:Floor plans not required for decks,sheds,windows,roofing; (3.) If necessary,Title 5 application signed by licensed installer r with fee. REVIEWED BY: DATE: cr l a ( " PL ASE NOTE COMMENTS/CONDITIONS: . L$ i Sears, Tim From: Sears, Tim Sent: Wednesday, July 28, 2021 10:55 AM To: 'Wesley Price' Cc: Water Department Subject: 7 Trenton Wesley, I have reviewed your application for the addition, and there are some items needed; i/1. Health Department sign off ! Water Department sign off 3. Conservation sign off 4. Plot plan stamped by land surveyor 5. Raising the height of the structure that is inside the required setback requires relief from the Zoning Board of / Appeals in the form of a special permit X 110mph checklist of stamped plans ..7/ Specs for Ivl beams 8. Engineer report on existing foundation to verify foundation will support second story This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application fora permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100, within 45 days of this notice. Timothy Sears CBO Building Inspector Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears(Wyarmouth.ma.us J. J §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 7 Trenton Street Work Address Is to be disposed of oat the following location: M.A. Frazier, Dumpster Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. b. rthcib 21.04.26 Signature of Application Date Permit No. Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards ConstruCti0tY5Opervisor CS-104189 Expires:03/03/2022 WESLEY D PRICE I , 231 MAIN STREET#335 YARMOUTHPORT MA 02675 • �lZ� Commissioner %laica D&n�Q�a %/i v.wi aii i///i//. /47Jia�/i.a//.: Office of Consumer Affairs 8 Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Corporation Registration Expiration 199794 10/07/2022 W.D.PRICE,INC. WESLEY PRICE i2 231 MAIN STREET,#335 a (/,//rs`<i. YARMOUTHPORT,MA 02675 Undersecretary YARMOUTH WATER DIVISION 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 PH.: '308'771 .7921 FAX: 508-771-7998 BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Bldg. Site Location 7 Trenton Street Map #: 28 Lot #: 61 Proposed Improvement: Addition, remodel Applicant: W.D. PRICE, Inc Address 231 Main Street,PO 335 YarmouthPort Tel : 774.212.2942 Date Filed: 21.04.28 RESIDENTIAL AND / OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or Existing Location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc... Health Department: Determines Compliance to State and Town Regulations, i.e., Requirements for Septage Dispcsal and other Public Health Activities Fire Department: Determines Compliance to State and Town Requirements for Personal, Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc... \A, 0 , C6,61, 21.04.28 Signature fitpplicant Date PLEASE NOTE: COMMENTS: Reviewed by: Water Division Date of.y,1:/ TOWN OF ' \R`.1(/c. 11i ik o WATER DEPARTMENT '‘. - ° 99 Buck Island Road .�' -�.�' West Yarmouth, MA 02673 Telephone: 1508) 771-7921 • Fax: (508) 771-7998 BUILDING PERMIT APPLICATION FOR WATER DEPARTMENT SIGN OFF TRANSMITTAL FORM BUILDING SITE LOCATION: r7 l RtN 1Ots S-tR-c' PROPOSED WORK: jEMOlJaL/A 001110 I ) APPLICANT: VV ,tyYQRv_.G/ i'"1�= --- - - -- ADDRESS: ttl R -td. 6A VAatAou-. p02 TELPHONE: '?74 2l2 2942 RESIDENTIAL AND /OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or existing location Engineering Department' Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Act; i.e. It'lot(s)border any type of wetlands, streams, ponds, rivers, ocean, bogs, boys, marshland, FTC... health Department: Determines Compliance to State and Town Regulations, i.e. requirements for Septage Disposal and other Public health Activites Fire Department: Detemmines Compliance to State and Town Requirements for Personal Safety. Property Protections, i.e. Smoke Detectors, Sprinkler Systems,etc \Alt 4 . VAA43Z a l , 07 , 2-S APPLICAN ( GNATURE DATE OFFICE USE: COMMENTS ON PERMIT APPROVAL OR DENIAL R V W �I/ �iZJ E IE E BY WATER IVISION(SIGNATURE) DATE kitk e. Q.A UN, To fib,_ 7 71?. . j o f 1' • A WC Grrr�u :ri wood C`orlstr�re rorr r High Warm,�reas: mplr .n� Zone • Massachusetts Checklist for Compliance (780 CMR s301.2.!.i 0 Check Compliance 1.1 SCOPE Wind110 mph Speed(3-sec. gust)WindB Exposure Category 1.2 APPLICABIUTY �/ 'es 5 2 stories Number of Stories (Fig 2) *•• Roof Pitch (Fig 2) .,X1u 12:12 Mean Roof Height (Fig 2) 4 3 ft s 33' Building Width,W (Fig 3) ft s 80' Building Length,L (Fig 3) ft 5 80' Building Aspect Ratio(L/W) (Fig 4) ,( 2- (-3:1 • Nominal Height of Tallest Opening2 •(Fig 4) _„,f15 6'8" 1.3 FRAMING CONNECTIONS General'compliance with framing connections (T> 2) •- 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry - 2.2 ANCHORAGE TO FOUNDATION" • 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only (Table 4) � in. Bolt Spacing-general Z in.5 6°-12" Bolt Spacing from e�oint of plate (Fig 5) b I in.t 2° — Bolt Embedment-concrete (Fig 5). Bolt Embedment-masonry (Fig 5) Q. i in. _: 15" Plate Washer (Fig 5) >3"x 3"x W 3.1 FLOORS Floor fratning member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) .,f kft s 12'or L12 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks - ft s d Supporting Loadbearing Walls or Sheerwall (Fig 7) Maximum Cantilevered Floor Joists ft s d Supporting Loadbearing Walls or Shearwall (Fig 8) - Floor Bracing at Endwalls (Fig 9) Floor Sheathing Type (per 780 CMR Chapter 55) Floor Sheathing Thickness (per 780 CChapter 55) ?if_in. Floor Sheeting Fastening (Table 2)..Ld nails at__4t_in edge//L.in field 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) G.. 0 ft S 10' Non-Loadbearing walls (Fig 10 and Table 5) ft -20' (Fig10 and Table 5) in.s 24"o.c. Wall Stud Spacing Wall Story Offsets (Figs 7&8) - ft s d- 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x ft - in. Non-Loadbearing walls (Table 5) 2x j R S_in. Gable End Wall Bracing Full Height Endwall Studs (Fig 10) tip _ ft i:W/3 WSP Attic Floor Length (Fig 11). f.. ... ... . .... . ................ Gypsum Ceiling Length(if WSP not used) (Fig 11) 4-A1.0. -- =ft a 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11) _ eV TC = - 3 arc-able 6: t..0(_ 2 g MICHELE o-GN (e.(41; /7i02. t - '17 0 CUDILO r^, / � o STRUCTURAL -4 -7 L No 34774 ! ti 0 9 Q �7 4bisTE.0 O nth.' ss oNAL A yY�,. Guide to Wood Co►Ist;tft.7!Jn ri !'?n ►t Areas: f a b ;min W na Zone 2 e f 4(' Massachusetts Checklist for Compliance (78c CMR 53Gi.2. Loadbearing Wall Connections Lateral (no.of endnailed 16d common nails) (Table 7) 2- Non-Loadbeanng Wall Connections Z.- Lateral (no. of endnailed 16d common nails) (Table 8) Load Bearing Wall Openings(record largest opening hut check all openings for compliance to Table 9) Header Spans (Table 9) G 'ft - in. 5 11' Sill Plate Spans (Table 9) .G�ft_in. 5 11' Full Height Studs (no. of studs) (Table 9) /i) Non-Load Bearing Wall Openings(record largest opening but check ail openings for compliance to Table 9) Header Spans (Table 9) ft=in. 5 12' -P(3) . Sill Plate Spans.... (Table 9) 4-¢ ft - in. 5 12" Full Height Studs(no. of studs) (Table 9) (, Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously` Minimum Building Dimension. W / Nominal Height of Tallest Opening2 ,N ' a-,5 6'$" Sheathing Type (note 4) -vs lX7 Edge Nail Spacing (Table 10 or note 4 if less).... ,�. s...., ,r, in. Field Nail Spacing (Table 10) 1 Z in. • Shear Connection (no. of 16d common nails)(Table 10) �� ri dig__ Percent Full-Height Sheathing (Table 10) 1 % Ar 5% Additional Sheathing for Wall with Opening >6'8" (Design Concepts) = {7 3.`.- - Maximum Building Dimension, L Li ra . p Nominal Height of Tallest Opening2 j Cq s 6Q'8' Sheathing Type (note 4) „Ad•WL Edge Nail Spacing (Table 11 or note 4 if less) a. in Field Nail Spacing (Table 11) 12- in Shear Connection (no. of 16d common nails)(Table 11).. `j' • . Percent Full-Height Sheathing (Table 11) fib (�1,R-1-- ' 5% Additional Sheathing for Wall with Opening >6'8" (Design Concepts)i ,;lrr.. !{ Cladding Rated for Wind Speed? 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool. see BBRS Website) Roof Overhang (Figure 19) .. ..... ..4-2- ft<_ smaller of 2' or L/3 Truss or Rafter Connections at Loadbearing Walls , . Proprietary Connectors PAX' S P� - '5, Uplift (Table 12) • U= Hz,sil Lateral (Table 12) L= Shear (Table 12) S=,1j. Ridge Strap Connections, ' al'. not t*de per page 21. (Table 13) T= - L 51-4-1� Gable Rake Outlooker (Figure 20) ft<_smaller of 2' or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors ` Uplift (Table 14) U= - lb. Lateral (no.of 16d common nails)...(Table 14) .L= - lb. Roof Sheathing Type (per 780 CMR Chapters 58 and 59).... Roof Sheathing Thickness '7 in. >_7/16" P Roof SheathingFastening 9 (Table 2)..�?.G� °`..�Lt. ..7�/�....�p.(,�.$.. .. 1��Z� Notes: ` 1 This checklist must be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1 1 Item 1. If the checklist is metin its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide i • a. Steel Straps per Figure 5 I fr('`- � • & ?-� I S r r` • t-f-;i-7 b 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e Corner Stud Hold Downs per Figure 18a 2. Exception. Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11 3 The bottom sill plate in exterior walls shall be a minimum 2 in nominal thickness. pressure treated#2-grade ///1/jt (/t44Jo F3.0NOF444ss4 41(0/ o. MICHELE 4ti o CUDILO WI 8 STRUCTURAL :1 No 34774 `- y 139,,c Fri/STEP-O v� • ''/ONAL Ekk 4of4- e -4. 0.c. ' I 1, 94 •_._ .__-k\\I, ______(\,r___ \) . i 1,--- IN tkY£ I�i36 iAbl t7ff. 114111104.1TYP.--7 I 1 1 „ 514k6400, ' •• P*16 PrrE1.0 ye: K I i'11lt1. 7 k 3" Mtµ ., _ .. - f . - e nt. \. PONfd. DGe.. < 11.) ►nlSP _ e WSP ATTACHMENT H_ M ENT C-----) KOT TO 5GAt.E. f RAZ VERT• 444b IOR1Z. >4TTACAViEP. T NOTES: ____ . . __ .._ .. __ Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall ocxur over and be tailed to framing iii. On single story constructio',panels shad be attached to bottom plates and top memberpf the double top plate. iv. On two story construction,upper panes shall be attached to the to member of the upper double top plate and to bed joist it bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate it first floor framing. v Horizontal nail spacing at double tbp plates,band joists, and girders shall be a double row of 8d staggered at 3 inches on center pa figures below r Vertical and Horizontal Nailing for Panel Attachment * 1— CObe c -SST P ' 2eF woov STiluclUP c, PA►4f.1.. (wSP) - s+tEATik114G9 < . -4. )1 0 -* -- -- — -- • .. .......... ...L.. .:� _:..sue'_ a "C— a_ £E._ •:) �- 0 0- *1--- — 4- — — — •---— - —------' '—' ----- — ---------— --— ---" - -- grn iFc. 73 _ _ • • ___. ___. _._ _____ — . . j 1. ftt• z •:I —V ---I i a skiv7 6 ttglikMEDIATt tfaAtAi00 � i Z '.I )1 . *4 r ---� — — ----_ .=-3:= .' is 0 (--. 71.1" , I,- 40_ -IA_ 1 - 8 d t.5 ¢ 7,' 0.4, 3 411.1. WO! EDat5. - - ) — GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1 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,f'c=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 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,Fc_per=750 psi,Fc_par=2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. 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. 1x6@ 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 2-10d 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 @ 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. Xi 3 CZ1 -(....,......,. ..t .............„ IE,0 1� ( U C D z F is Z F.,-d F s C Iats0 A O i T X N F A T Z , V 7" z �, ower, I •• 0 --ii spIE .arrip � 1."...,„ 2 ^^= Zs _ _ 1 c , 4 .L.. a, �, a .F EA. g ma a 0 0 o C4 fU o, § o 0 o fA `'' M E e' 4 r , m A o;1 11 ti 46a. ..sa ss ® G w N > > b b :* Fa P P� 1=p 4 A GY S -p m q N v y v m y y i © xri xri xS K4x 9i)1c8. lir H T r. C a i ti O yW C Iii o1. il k, W W I W A 5'V !ftfti - ii a> Q ' t ;IP 9‘ c 9. (..,qFO> Can Non sP