Loading...
43-031 (2) 456 WESTHAMPTON RD BP-2021-1295 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:43 -031 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit# BP-2021-1295 Project# JS-2021-002141 Est.Cost: $212159.00 Fee:$1384.50 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: BARRON & JACOBS 60475 Lot Size(sq.ft.): 185130.00 Owner: CERNAK KENNETH Zoning: Applicant: BARRON & JACOBS AT: 456 WESTHAMPTON RD Applicant Address: Phone: Insurance: 70 OLD SOUTH ST (413)586-8998 Workers Compensation NORTHAMPTONMA01060 ISSUED ON:5/11/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:BUILD 3 SEASON ROOM AND 3 CAR GARAGE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. • y2 � '.1 ' Certificate of Occupancy Si:znature FeeType: Date Paid: Amount: Building 5/11/2021 0:00:00 $1384.50 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Z-Ok File#BP-2021-1295 APPLICANT/CONTACT PERSON BARRON&JACOBS ADDRESS/PHONE 70 OLD SOUTH ST NORTHAMPTON (413)586-8998 PROPERTY LOCATION 456 WESTHAMPTON RD MAP 43 PARCEL 031 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQU D DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: BUILD 3 SEASON ROOM AND 3 CAR GARA New Construction Non Structural interior renovations _ Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 60475 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: X( Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Lc/(P/2,1 Si!nature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. C/4 � sf,�;.�`.'Fhe Commonwealth of Massachusetts FOR q? Board of Bidding--Regulations and Standards ti, 6' ,, Massa huset�f5 State Building Code, 780 CMR MUNICIPALITY i�uiilding Pe`rr fit A lication To Construct, Repair,Renovate Or Demolish a Revised Mar 2011 One-or Two-Family Dwelling �7,,v This Section For Official Use Only Building Permit Number: S�i vZ )' /a 96 Date A plied: I., i I) i To ;: .S it Building Official(Print Name) I Signature 'i --- ' e SECTION 1:SITE INFORMATION 1.1 Propertx Address: 1.2 Assessors Map&Parcel Numbers u 1.1 a Is this an accepted street?yes k no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Propose Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 20 200 6 1I 2'O 2-t O t 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 15/ Private 0 Zone: _ Outside Flood Zone? Municipal 41 On site disposal system 0 Check ifyesa SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: 1/—•02- -1•, CtlY‘e_A\t— V `bt/e.y.2.-a /Apc "4o2 Name(Print) City,State,ZIP (o W¢,Srhe, Rom- 4-113-Sri- IS1S No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition a Demolition 0 Accessory Bldg. ❑ Number of Units Other 0 Specify: Brief Description of Proposed Work2: 552-<-- a\uc t- ol. i•tiv 14,-h VCR x4.4 i I d 3 s.t e -un-) r c -. 3 e a.r-45 O1'''o1 -e.._ SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ i e" #1` 1 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $ 1 c( 210 0 Total Project Cost'(Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire Total All Fees: $ 5v Suppression) $ / �y, Check Na?IQ ikheck Amount: Cash Amount: 6.Total Project Cost: $ .y(Z,1 O'\ 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) c , 0 bOkAIS ‘1 /1 o � zz— V"r‘ C;,c S �,� '� —E3DS License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type Description ‘AN-- N Unrestricted(Buildings up to 35,000 Cu.ft.) R Restricted I&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding q / SF Solid Fuel Burning Appliances T" C\,D iY‘ dobavyon ,ti�i..)1•tor-, I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) ai rKAN } cZGO�S A OC-►C� \ �t�� I�v1 LZ HIC Registrationn Number Expiration Date HI Company Name or HIC Registrant Name O 1c, S* c*t 1 G bosYYa^4Md3:c-013S.c171`^ 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 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 16CAv yV••• cueN4A to act on my behalf,in all matters relative to work authorized by this building permit application. .cam �1 PcZ very}' k-eN Print Owner's Name(Electronid.ignature) �� Date SECTION 7b: OWNER' 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 is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 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.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.) (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" SIGNATURES By signing below,you agree to items A. B and C. DO NOT SIGN THIS AGREEMENT IF THERE ARE ANY BLANK SPACES. A. Alternative Dispute Settlement(Arbitration Clause): The Seller and the Buyer hereby mutually agree, in advance,that in the event of a dispute concerning this Agreement,the parties shall submit such dispute to a professional, state-approved arbitration service(cost, if any,to be paid by the submitter)prior to either party proceeding to legal action in the courts. ,._By signing this agreement,you,as the owner of record, are hereby authorizing Barron&Jacobs Associates Inc.*tour authorized agent in all matters pertaining to the building permit application. ! C. This is a binding Agreement. You may not cancel it except as stated. This Agreement covers and supersedes all conversations,statements and agreements,expressed or implied, between the parties.their agents or representatives. L2iffrniZtfr-I a'qt You,the Buyer, may cancel this transaction Buyer Date at any time prior to midnight of the third business day after the date of this transaction. See the attached notice of cancellation form Buyer Date for an explanation of this right. Seller retains an equal right to cancel. C-%//1/t Barron&Jacobs Re resentative [ at ********************************************************************************************* Contact Information Office Manager: Sandy Scavotto Office:413-586-8998, x100 © Chris Jacobs. President CT HIS#0554397 Cell phone:413-250-6677 Home phone:413-665-9113 Office phone ext: 103 ❑ lesha Gomillion.Senior Designer Cell phone:413-923-7003 Office phone ext: 106 MA Construction Supervisor License 060475 MA Home Improvement Contractor 100809 CT Home Improvement Contractor 518617 Purchase Agreement Page 33 of 33 Permit application for:456 Westhampton Rd, Florence Description of proposed work: Build new post and beam style three season room, on frost wall foundation. Location: off back of existing garage. Build new three car garage, on frost wall foundation. Location: right(west)side of new three season room. Note: The future Phase 2 of this project(not included in the scope of this permit) is to convert the existing two car garage to heated living space. ACC) ® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD VVri) `ii / 02/23/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Adina Edgett NAME: Webber&Grinnell PHONE (413)586-0111 FAX (413)586-6481 (A/C,No,Ext): (A/C,No): 8 North King Street E-MAIL aedgett@webberandgrinnell.corn ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC U Northampton MA 01060 INSURER A: Main Street America/MSA 29939 INSURED INSURER 8: NGM/MSA Barron&Jacobs Assoc Inc INSURER C A I M Mutual/A.I M 33758 70 Old South Street INSURER D: INSURER E: Northampton MA 01060-3833 INSURER F: COVERAGES CERTIFICATE NUMBER: Exp 03/22 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD_ POLICY NUMBER (MM/DD/YYYY) (MM/DDIYYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1.000.000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED 500,000 PREMISES(Ea occurrence) S MED EXP(Any one person) S 10.000 A MPT8049D 03/09/2021 03/09/2022 PERSONAL&ADV INJURY S 1.000.000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 3,000.000 POLICY PRO- 3.000.000 JECT LOC PRODUCTS-COMP/OPAGG S OTHER EPLI S 10.000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S (Ea accident) ANY AUTO BODILY INJURY(Per person) 5 1.000.000 B OWNED SCHEDULED M1T8049D 03/09/2021 03/09/2022 BODILY INJURY(Peracudem) S AUTOS ONLY X AUTOS HIRED NON-OWNED PROPERTY DAMAGE S X AUTOS ONLY X AUTOS ONLY (Per accident) Medical payments s 5.000 UMBRELLA LIAB OCCUR EACH OCCURRENCE S B _ EXCESS LIAB CLAIMS-MADE CUT8049D 03/09/2021 03/09/2022 AGGREGATE S DE: X RETENTIONS 10.000 S 1RS COMPENSATION PER OTH- DEMPLOYERS'LIABILITY STATUTE ER Y/N 500.000 C OFFICER/MEMBER EXCLUDED ANY PROPRIETOR/PARTNER/EXECUTIVE N NIA Z80080063652020A 03/01/2021 03/01/2022 E L.EACH ACCIDENT $ (Mandatory in NH) - E L EASE-EA EMPLOYEE S 500.000 IJ� If yes descnbe under 500.000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT 5 Borrowed or Inland Marine A MPT8049D 03/09/2021 03/09/2022 Rented Equipment $100.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE t w ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents _ 1— 1 Congress Street,Suite 100 a MAI Boston, MA 02114-2017 4, —� www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): bck{f 6, \ ��u;k,� � ����r:� �yNC,_ Address: 7+-G 0 \d S c j St City/State/Zip: D'/ k(sAykw1 ,.APc e 3►OE.i)Phone #: %At-5 tiSS� kriG1$� %re ynu an employer?Check the appropriate box: Type of project(required): I ®I am a employer with t 0 employees(full and/or part-time I.' 7. ❑New construction 2❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑ Demolition 3.❑l am a homeowner doing all work myself[No workers'comp.insurance required.] 4.0 I 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 I I. Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. [3.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6 We are a corporation and its officers have exercised their right of exemption l4.['Other ❑ rpop per MGL.c. 152.*10),and we have no employees.[No workers'comp.insurance required.I 'Any applicant that checks box#1 must also till 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 joh site information. Insurance Company Name: k` iskj.t„ 't\ Policy#or Self-ins. Lic. #: WMI:5 V O 6'565 20 2 0 A Expiration Date: '3j ( ' 1202.2 Job Site Address: 1'1 5(c W LS'c City/State/Zip: f‘We-r\c a—, MP- o%oto L Attach a copy of the workers'compensatio 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 tine 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 the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: ti 'yl Phone#: ''10"h"4 CrIcA sr 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#: City of Northampton a�M •�o oti: ,S • S e ,' ' Massachusetts ?S' c: a = • DEPARTMENT OF BUILDING INSPECTIONS x 212 Main Street • Municipal Building Northampton, MA 01060 syr,, 3/0,1`�` CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: %/c 3C.t The debris will be transported by: Name of Hauler: YfRIl^ * �e Signature of Applicant: Date: aj i ll 12.--\ Job Truss Truss Type Qty Ply BARON-JACOBS-1-CERNAK T1 ATTIC 21 1 Job Reference(optional) Truss Manufacturing,Inc.,Newington,CT 06111,Mario Giguere 8.500 s Apr 2 2021 MiTek Industries,Inc. Fri Apr 30 13:18:21 2021 Page 1 ID:MFk3v2ghp7JgDUu6VPnsplycl tq-04XRvkS5M4YyEXKGMoN7S09k47npodpl1 xnx57zU(KW 3-3-12 5-8-12 9-2-4 9-5-0 12-10-8 16-4-016$1220-0-4 22-5-4 25-9-0 3-3-12 2-5-0 3-5-8 0-2-12 3-5-8 3-5-8 0-2-12 3•5-8 2-5-0 3-3-12 MTHNH18 Scale=1:87.6 G MTH18G 4 °�x8 T3 T3 MTH18G 3R l 6x12 E F ° H 3x6 D W1 - I J 1200. 12 S 3x12 R O T 4x4 1.5x4 4x10 2x8 a 2x8 g L A W4 W4 M 4 rHWt W5 B1 J W5q-HW7 d 5x8 P 0 N 5x8 5x10 8x8 7x8 8x8 5x10 0-10-8 3-3-12 5-8-12 20-0-4 22-5-4 24-10-8250.0 0-10-8 2-5-4 2-5-0 14-3-8 --_-- - - 2-5-0 2-5-4 0-10.8 Plate Offsets(X,Y)— [A:0-3-12,0-11-7],[A:0-7-10,0-1-2],[F:0-0-11,0-1-2],[G:0-1-12,0-1-12],[I:0-0-11,0-1-2],[K:0-8-6,Edge],[M:0-0-6,0-1-2],[M:0-3-12,0-1-3],[N:0-3-8,0-6-0], LP:0-3-8,0-6-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL(roof) 35.0 Plate Grip DOL 1.15 TC 0.43 Vert(a) -0.28 N-P >999 360 MT20 197/144 Snow(Ps/Pg) 29.3/55.0" Lumber DOL 1.15 BC 0.55 Vert(CT) -0.42 N-P >703 240 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.02 M n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-S Attic -0.19 N-P 893 360 Weight:223 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T1:2x8 DF 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x10 DF SS WEBS 2 Rows at 1/3 pts D-J WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SPF No.2,Right:2x6 SPF No.2 Installation guide. REACTIONS. (lb/size) M=1349/0-3-8 (min.0-1-13),A=1349/0-3-8 (min.0-1-13) Max HorzA=-318(LC 8) Max UpliftM=-45(LC 12),A=-45(LC 13) Max GravM=1723(LC 26),A=1723(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-2506/97,B-C=-2382/119,C-S=-1391/185,D-S=-1224/195,D-E=-339/517, E-F=-319/49,H-1=-324/51,H-J=-394/407,J-T=-1222/194,K-T=-1389/175, K-L=-2386/119,L-M=-2511/97,E-H=-51/946 BOT CHORD A-P=-127/1714,O-P=0/1396,N-O=0/1396,M-N=-23/1600 WEBS D-R=-2226/264,Q-R=-2001/246,J-Q=-2042/246,C-P=0/1339,K-N=0/1347,B-P=-491/196, L-N=-501/202,E-R=-50/298,H-R=-538/384 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph Vasd=103mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)"TCLL:ASCE 7-10;Pr=35.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=55.0 psf(ground snow);Ps=varies(min. roof snow=29.3 psf Lumber DOL=1.15 Plate DOL=1.15)see load cases;Category II;Exp B;Fully Exp.;Ct=1.10,Lu=50-0-0 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)Attach MiTek MTHNH18(Half and Half Plate)on each face of truss with MiTek NA11 nails(0.131"x 1.5")in pre-punched holes provided.All nail holes must be filled(6 Nails per side 12 nails total). 9)See HINGE PLATE DETAILS for plate placement. 10)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)Ceiling dead load(5.0 psf)on member(s).C-D,J-K,D-R,Q-R,J-Q 13)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.N-P 14)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)M,A. 15)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job Truss Truss Type Qty Ply BARON-JACOBS-1-CERNAK T1 ATTIC 21 Job Reference(optional) Truss Manufacturing,Inc.,Newington.CT 06111,Mario Giguere 8.500 s Apr 2 2021 MiTek Industries,Inc Fri Apr 30 13 1821 2021 Page 2 ID:MFk3v2gh p7JgDUu6VPnsplycl tq-04XRvkS5M4YyEXKGMoN7S09k47npodpl l xnx57zLXKW NOTES- 16)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17)Attic room checked for L/360 deflection. 40 r -12'-81/16 9 : .. A 3'-8 1/2" • 20'-3 15/16" A J • • H 2'-10"H 1 9'-6" 9'-6" 1'-6" I� 6'-1 1/8" 1 l'-1 1/8" 1.11 28'-1 l/8" • 55'-O l/8" • • FOUNDATION PLAN • .. ... '. SCALE- 1/4" = 1'-0" DRAWING PHASE: SCALE:AS STATED DRAWING PROJECT: CLIENT INFO: TYPE: 7 } CONSTRUCTIONSHEET: GARAGE AND CERl\AK RESIDENCF. Barron &Jacobs SCREEN PORCH 456 \'VESTHA IPTON RD. DATE:04.242i DESIGN.BUILD. REMODEL 1 F LORE.NCE, 'NIA 01062 DRAWN BY:_I.IRWIN 70 OLD SOUTH STREET,NORTHAMPTON,MA 01060 ALL DRAWINGS,PLANS,& DESIGNS ARE PROPERTY OF BARRON&JACOBS,INC. 40' 15'-3" 12' I- 1 t n A 3068 1 21031DH a UP ' I CNI in UP— r i I ...:i is A lirS = O -1 7 ir n I lit E2'-10"› 'p 1 > V -1 r 1 F _ \ _ _, ,,,, - - 1 1 1 I I I '� 30691 1 I I I I =CA I � m � 1 1 1 1 1 I -' 1 .__ 1 1 1 1 1 .L‘ - 2666 9070 9010 900 a m -I GARAGE. FLOOR PLAN -- J SCM E - 1/1" = 1'-0" I . SCALE:AS STATED DRAWING PROJECT: CLIkNT INFO: DRAWING PHASE: `^ TYPE: SHEET: GARAGE AND CERNAK RESIDENCE CONSTRUCTION Barron &Jacobs SCREEN PORCH 156 \'VESTI IAMPTON RD. DATE:04.24.21 DESIGN.BUILD. REMODEL 2 FLORENCE, MA O 1 O62 DRAWN BY:J.IRWIN 70 OLD SOUTH STREET,NORTHAMPTON,MA 01060 ALL DRAWINGS,PLANS,& DESIGNS ARE PROPERTY OF BARRON&JACOBS,INC. 12 12 7 ARCHITECTURAL SHINGLES STORAGE TRUSS 5/8"CDX SHEATHING DRIP EDGE 60"SNOW 3 ICE GUARD FASCIA N MI I• SOFFIT �J� Y I� GARAGE DOOR -"i IL HEADER(3)2X12 III 3/4"CLAD IM MI 2X6 DOUBLE BOARD SIDING�� -- TOP PLATE 1/2"CDX SHEATHING = (2)2X10 HEADER NI 1/2"CDX SHEATHING 1.1 STD.BRICK NI NI 2X6 FRAMING i NI MI- 4"THK.PAD E 2X6 BOTTOM PLATE Nu ANCHOR BOLT IN 2X6 P.T. M 10"THK.FOUNDATION SILL PLATE GRADE MP SILL SEAL im FOOTING PEA THK.FOUNDATION NI 20NT ONLY) = BACKFILL 8"X16" FOOTING ALL FOOTINGS 2 REBAR ROWS \ ' GARAGE CROSS SECTION SCALE- 3/8" = 1'-0" DRAWING PROJECT: CLIENT INFO: SCALE:AS STATED DRAWING PH. SKEET: TYPE GARAGE AND CERNAK RESIDENCE CONSTRUCTION Barron &Jacobs SCREEN PORCH 456 WESTHAMPTON RD. DATE:04.24.21 DESIGN .BUILD. REMODEL 3 FLORENCE MA 01062 DRAWN BY:J.IRWIN 70 OLD SOUTH STREET,NORTHAMPTON,MA 01060 ALL DRAWINGS,PLANS,& DESIGNS ARE PROPERTY OF BARRON&JACOBS,INC. 20'-4" ' - A PORCH RC�H CONSTRUCTION � — 1)RAWINGS V INGS TO BF. PROVIDED B 1J: 3069 2669 306q 3069 3069 3069 [ft ii— -...._ HABITAT POST & BEAM - ,` . /4‘ I I SOi 1TH DF.F.RFIF,I,D MA o I I I `�' m N ,; I I I s' 9 b tr . _ __* CI 2868 so L I— m *lb — � I.a 0 I SI IT CO m .o El I o fl en , T - - - - -284 )1-1- - -2S4bIIH- -2340DP - - T - - - 1 V LELL I { ' Ka EXISTING LANDING dr)co SI PHASE 2: GARAGE GONVERSION II 1 PORCH FLOOR PI.i-s1N SCALE-3/8" = 1'-0' Sc.�I.r.:.Xs STATED 1)R.\\\"ING I ROJE(-F: CLIENT INFO: DRAWING PHASE: F,II�. "N "�I-`""`)N ��� SHEET: GARAGE AND CERNAK RESIDENCE ` Barron -i Jacobs SCREEN PORCH 456 WESTHAMPTON RD. DAT1':01.24.21 DESIGN . BUILD . REMODEL 4 FLORENCE MA 01062 I)R.\\VN BY:,I.IR\VIN 70 OLD SOUTH STREET,NORTHAMPTON,MA 01060 ALL DRAWINGS,PLANS,& DESIGNS ARE PROPERTY OF BARRON&JACOBS,INC. X 4" THK. PAD REBAR GRID EXISTING DOOR 2' SPACING TILE FLOOR EXISTING LANDING EXISTING FOUNDATION PORCH & EXISTING GARAGE CROSS SECTION SCALE-5/8" = 1'-0" SCALE AS STATED DRAWING PROJECT: CLIENT INFO: DRAWING PHASE TYPE: SHEET: GARAGE AND CERNAK RESIDENCE CONSTRUCTION Barron &Jacobs SCREEN PORCH 456 WESTHAMPTON RD. DATE:04.24.21 DESIGN . BUILD. REMODEL 5 FLORENCE MA 01 062 70 OLD SOUTH STREET,NORTHAMPTON,MA 01060 DRAWN BY:J.IRWIN ALL DRAWINGS,PLANS,& DESIGNS ARE PROPERTY OF BARRON&JACOBS,INC. NE5THAMPTON RD. A 200 0 I m sill VCV 422 • b1'-4 q/16. A:I 600 EXISTING HOUSE 43-031 PROPOSED 359.69 PORCH PROPOSED GARAGE 5•71.03 PLOT PI A�T PLOT PLAN SCALE- 1 = 1O0' scALE- 1/2" = 10' SGALE:AS STATED DRAWING PROJECT: CLIENT INFO: SHEET: TYPE: — DRAWING PHASE: Barron & Jacobs GARAGE AND CERNAK RESIDENCE COK57Rl'CTION DESIGN . BUILD. REMODEL 6 SCREEN PORCH 456 WESTHAMPTON RD. DATE: 70 OLD SOUTH STREET,RORTHAMPTON,MA 01060 0,�.1-�.YI ALL DRAWINGS,PLANS,& DESIGNS ARE PROPERTY OF BARRON&JACOBS,INC. FLORENCE, MA 01062 DRAW BY:J.IRWIl� _ _{ _� f _ �� _ - 01, 1 -— ,I -.. I, 0 '1. I a; 1. loll 11-- --C.1.1'_ : . "�_ d," i . 0 g \ j- .l • .fps i ::c _ \ 1111 E - - -__ _�_- __ C:2) 4 1 / illi • 1 -_-T _-_____________ __- - _� o a /' N= __I�1 . - -IL R c - _Rs= ■ -1 - 1 I - -3 - -II�B -_ F:InEC- Eli 1 I :_ --`- `'= a �11 _,_G-EIS = _ �_ _--: - IH _ - i [ -_� 'j -- III III_-__--__-- 1 = RGTS10 RGT3010 RGT3010 RGT3010 o SOVIULVTA.vU 3069ULVTAW 306A LkprA.VU 306A UVT.W _ _ N _ 9j _ _ -- \53 ("1° h __ • —>>\ 111 III �_ _ ___ _ II_�1kk==_ N /im ii zsP �RA�Rl� oJ - _ ER11E1I RbR I xi 1111141W R �ET Ij•dj I,��� I' lip! I EII i :o 5W0-9 Pi1i17!4 tv M F 191 ' �1I. I' 1 X mDA3D — •1 1 ri Ile i w= —4 Z f-D 3 IEij'Ili bi b.! o°or.Xi o - EiR�6. 'il� ! •I. it i •"1-Tn 1l�ligly > in 0 4'1 1 iA ro Tnm n $ II.I A! LI . 349 ULTRA-VU OA9 ULTIWVL --RGT3010 RGT2010 d - , THERB PSq R ,oee•aTerwu _________________ - z 6 1l1_1l1.b1 + _ _ _ _ _ _ __ 111III.111___ =II_II.11==__ III.111=111= -_-- 11 Ifl_III_III ORDER NO. CERNAK RESIDENCE SHEET NO. REVISIONS 2021 BUILDING SITE: FLORENCE, MA PRELIMINARY PLANS 3893i i• NOT FOR CONSTRUCTION CUSTOM ULTRA-VU PORCH DRAWN AT canon SNOW LOAD: DO P.S.F. TO BE SIGNED AND RETURNED WITH CONTRACT DEPOSIT TYW WINO DESIGN SPEED DO M.P H. r HABITAT POST A BEAM INC MAx PUII DING HT 00 FT I ACKNOWLEDGE THAT I HAVE REVIEWED THESE PLANS AND APPROVE THEM FOR habitat 21 ELM STREET sr ALE THIS DRAWING IS THE PROPERTY OF,ARITAT POST AND BEAM. IT IS NOT TO BE REPRODUCED.DISCLOSED TO OTHERS.OR HABITAT POST S BEAM TO BEGIN WORKING DRAWINGS. ANY FURTHER CHANGES / `i ® S oEERF I31 D MA OIS]J - I�'0. OTHERWISE USED IN ANY MANNER FACE PT AS AUTHORIZED IN WRITING BY HABITAT POST AND BEAM. UPON COMPLETION OF HALL RESULT IN A PRICE INCREASE. POST & BEAM (AIJ)e6s-4066 • DATE AUTHORIZED USE,IT IS TO BE RETURNED PROMPTLY TD HABITAT POST AND BEAM. 04/22/21 SIGNATURE DATE