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24C-105 (8) BP 022-1386 103 MASSASOIT ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 24C-105-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-1386 PERMISSION IS HEREBY GRANT:D TO: Project# ALTERATIONS Contractor: License: Est. Cost: 17000 BRYAN HOBBS CS-083982 Const.Class: Exp.Date: 05/02/2024 Use Group: Owner: JORDI HEROLD, Lot Size (sq.ft.) Zoning: URB Applicant: BRYAN HOBBS REMODELING LLC Applicant Address Phone: Insurance: PO BOX 1535 (413)775-9006 WC9057270 GREENFIELD, MA 01301 ISSUED ON: 10/26/2022 TO PERFORM THE FOLLOWING WORK: RENOVATIONS AND REPAIRS 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:. Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIO I ATION OF ANY OF ITS RULES AND REGULATIONS. Signature: „j . '1 • Fees Paid: $111.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner 1, The Commonwealth of Massac usett OCi Board of Building Regulations an Stan rds 2 5 2022 UNIFVI7 PALITY Massachusetts State Building Co 78 - F00 SE Building Permit Application To Construct,Repair, Ren Revis d Mar 2011 One-or Two-Family Dwelling ok 444 o sOro This Section For Official Use Only Building Permit Number: 3 P a.a.— I g Date Applied: v 1 7.411, 40, Building Official(Print Name) Signature Da c SECTION 1:SITE INFORMATION 1.1O Property Address: S� 1.2 A e�p Map&Parcel Numbers`05 M�sas0► ((.. 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 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 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2 her'of Re of rd: x ^m H.Name(P int) City,State, 103 MfgsQ \- S} 413- - a89y br your S«mcc►nitn e c naw 2 Cam. 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 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': 5&o... a kicc-„ tS} SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ ti` O� 1. Building Permit Fee: $ Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $ ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: ( r 0 Check No.Pl heck Amount:.1:1' I' 1 Cash Amount: 6.Total Project Cost: $ 11, 000 ❑Paid in Full 0 Outstanding Balance Due: . SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) QS\3 ` s Li License Number Expiration Expiration Date ame o SL Holder 1 j -- List CSL Type(see below) No.and Street Type Description cription /1_ePn (� Q U Unrestricted(Buildings up to 35,000 Cu.ft.) 1( t� R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding �1 Q (1 SF Solid Fuel Burning Appliances �13'�c -1 0 1rZAbY�e Ml).0 F.r+. I Insulation Telephone mail addresr ) D Demolition 5.2 Registered Home Improvement Contractor(HIC) 19106 I'r- (4)ada3 ;t�-�'K7Cl LLC_ HIC Registration` Number Expiration Date C....anyName or HIC Registrant Name d : 153C' n Yucy, Cal.� a._c.,n- and St Email address m L- ee.` .ia lea o z 513 90r %Oa 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 VP 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: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 c ' ed in this a plication is true and accurate to the best of my knowledge and understanding. i O'-QI at10 caner 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" • Office of Consumer Affel and Bud. nese teuiatlon • 1000 Vliumaehin�Dnrn$8W Suite 71� Boston,Maselottueette 02118 Home Improvement Contractor Registration Type. LW BRYAN HOBBS REMODELING,LW, Registration: i8E048 i�,0.80X 1638 Expiration 018281� GREENFIELD,MA 01302 • AlpasiablansalutIlalwalsril OHM of CanournrAlminli Business Rig Witten H099IMP�pry� SONTRACTAR tsdlrrVlAtrrdMatilt MVP R.�111. W FIROMIN 1 ! oela.eroa.a.xr BRYAN HOB98 FiEDIM MODELINO,Ilad 1OLO ElestorMA A1Na� • BRYAN HOBS 878 LEYDEN RDyu0aWcB.l�aa�at GREENFIELD,MA Dial Undersecretary Mond What denature Comrttonwealth of Massachusetts -�-�-__�` 1: Division of®ccu Board of Buildin7,04c Re utations and S4arodards Dh1iv�J�Ga �p 'YC� �t07�ebr. CS-083982 c�B BPRYAN G 153"2E BS Oi.°fires:05/02/2024 GrIEENFIELOINA 01302 0 P. 461.17,11,-a.83 I 4 Commissioner ,;/AU,,0, , Wi•r),r.6.�.•� ° The Commonwealth of Massachusetts Department of Industrial Accidents ,, ='e,.. —�,9 Office of Investigations 1 __AS SO Lafayette City Center '_ `` ''11 2 Avenue de Lafayette, Boston,MA 02111-1750 `'M�'.'`� wwx.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Bryan Hobbs Remodeling, LLC Address:576 Leyden Rd Po Box 1535 City/State/Zip:Greenfield, Ma 01302 Phone #:413-775-9006 Are you an employer? Check the appropriate box: Type of project(required): 1.❑■ I am a employer with 7 4. 0 I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. El New construction 2.0 I am a sole proprietor or partner- listed on the attached sheet. 7. KRemodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. 9 ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.Ii j Other' comp. insurance required.] *My 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. 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:Selective Insurance Company Policy#or Self-ins. Lic. #:WC9057270 Expiration Date:10/20/2023 Job Site Address: 165 MQ33Q So, 1- 5} City/State/Zip: . r1'. Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby •'y under the pains and penalties of perjury that the information provided above is true and correct: Signature: Y�a.�, �' Date: ) 01?/1?esZZ, Phone#: 413-775-9006 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority(check one): 10Board of Health 20 Building Department 31:City/Town Clerk 4.0 Electrical Inspector 5❑Plumbing Inspector 6.❑Other Contact Person: Phone#: �_............N A`)ORLD® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 06/24/2022 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,CISR NAME: Webber&Grinnell PHONE (413)586-0111 FAX (413)586-6481 (A/C.No,Ext): (NC,No); 8 North King Street E-MAIL aedgett@webberandgrinnell.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURERA: Selective Ins Co of S Carolina 19259 INSURED INSURER B: Selective Ins Co of America 12572 Bryan Hobbs Remodeling,LLC INSURER C: Selective Ins Co of Southeast 39926 PO Box 1535 INSURER D: Evanston/XS Brokers INSURER E: Greenfield MA 01302-1535 INSURER F: COVERAGES CERTIFICATE NUMBER: LIAB EXP 8/2023 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 ALIUL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DDIYYYY) (MM/DD/YYYY) mire X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED 500,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 15,000 A S2289042 08/04/2022 08/04/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY II PRO- 2,000,000 JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) , ANY AUTO BODILY INJURY(Per person) 1 $ B OWNED %/ SCHEDULED A9105300 08/04/2022 08/04/2023 BODILY INJURY(Per accident) $ AUTOS ONLY /". AUTOS X HIRED v NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY _ AUTOS ONLY (Per accident) Underinsured motorist BI, $ 20,000 X UMBRELLA LIAR �r"H OC 2,000,000 - OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE S2289042 08/04/2022 08/04/2023 AGGREGATE $ 2,000,000 DED RETENTION$ $ WORKERS COMPENSATION X STATUTE EOTH AND EMPLOYERS'LIABILITY Y/N 1 C ANY PROPRIETOR/PARTNER/EXECUTIVE Y NIA WC9057270 10/20/2022 10/20/2023 E.L.EACH ACCIDENT $ , , OFFICER/MEMBER EXCLUDED? I (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Per Occurance $250,000 Pollution Liability D CPLMOL109637 01/19/2022 01/19/2023 Aggregate $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE i1r1 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD City of Northampton OaTHRMpT\ 5 S!c Massachusetts 5� x Lt # 4 DEPARTMENT OF BUILDING INSPECTIONS ,`•. 212 Main Street • Municipal Building J� Northampton, MA 01060 3'st _.. • CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: ON S n,c\- 7c..Q. The debris will be transported by: Name of Hauler: rn S Signature of Applicant: yvp, Date: lb 4,1((� • r� f • 2t�+s �' .>�/t 0 6OJ .fp ;Al rvimi S 5eitYY3 ro swop, bt�+i M 1" D '�v VO$ il11 Watt .4'`t Q yv t ji PG Ntep.r1 imio " 4 J-R,t+4 Ltii vy-r 'Lrgoefti: n..�av , + sip r 4s ,..,. I-2 ,re)* voin I'L ',' t o �4 s` �' Q�� i S i n . cYc..7 gi• �o ohoNM 0)1? Qt. ‘...iroJCk ...kv164) )0)0 41- (IS ••44-9")1 .mot p�s rvro-d» )AP �k n r. q (q, „tis.y) Y�..btj ow2(1 - QL 2,f o 1 n c N I fdt4414.. )00\1.e v.0 S itor+s Q. ' i.✓��}A�q v w s o W l - -. ,./tpd P•,Lei y s It c�S ** oe;) � r� v� elvayJ1 - wy i ia7 pj oi.'� .._ ,sv% ')) J Q+ cniot In1 S ScA1k '2 spir 1c -F''' -sv rIavr,J ?A),r rC3 AAawe.) - r)4 g ho`f,U)J hi li>,r ' �,.��,� „0„° s y\ ,,.., .r\^cam 4 I vl Ha-) 1° „ V1„ N7 illiw Tilk Y n mass save 2022 weatherization barrier clearing Based on your Energy Specialist's recommendations,your home can benefit from program-eligible insulation and/or air sealing improvements.Before moving forward,please see the steps below to remediate your weatherization barrier(s). CUSTOMER INSTRUCTIONS 1. A qualified,licensed contractor will be assigned to evaluate your weatherization barrier(s)at no cost to you and will call to schedule. 2.The contractor will complete and submit a copy of this form.If the contractor is unable to clear the barrier,the contractor will provide you a quote for additional services and/or parts. It is recommended to get multiple quotes for work needed beyond the evaluation visit. You are not required to use the assigned contractor for remediation. CUSTOMER INFORMATION ;: , i ,,,'; i i.;lirr_r !',I ".,.,{ r.> Owner Name: ('iGi.^ 001)5 Project ID(s): f_ j r.q Owner Occupied:Pr Number of Units:�PhoneeLNumber: 4 13"s�,',7�11 Email: A.9'1A ) /16id's {/rt6144 l . i,�3:''Kit/.A°Ci '1 Si e Address: t a2 'lc"i ci f C i 1— ti City: MGr7Ntim/�/T,yl St8(t(e: MA ZIP:0/060 Crescrviccistobcpc o4. 11��5i Owner Signature: 3 An qb44-0 Date: / V• )a KNOB AND TUBE WIRING Ok RECESSED LIGHTING EVALUATION To determine if there is any active knob and tube(K&T)wiring,a MA licensed electrician will evaluate the following areas wh•re eligible Mass Save'weatherization recommendations have been made: Energy Specialist Evaluation:K&T evaluation Is needed in the following areas • , - Novi Q Live Q Live (,) Live (_)Live i Live 0 Live Q Live Live ®Not Live Q Not Live C) Not Live ()Not Live ,�( ) Not Live QNot Live QNot Live Not Live t Notes: l)O I,ndo 3 V b e �pp�J's r t�e.s--.l,,-±- If you decide to have any lighting fixtures covered or made in contact with insulating materials,a MA licensed electrician must certify that all fixtures located in the areas indicated below are insulated contact(IC)rated. Energy Specialist Evaluation:IC rated recessed light verification is needed in the following areas Open Attic Enclosed Floor Cavity Enclosed Interior Slope All Recessed Lights Q QtY•— 0 QtY•— 0 QtY• r)Qty. Q IC Rated Q IC Rated 0 IC Rated 0 IC Rated Q Not IC Rated Q Not IC Rated C)Not IC Rated O Not IC Rated 1 it I have read and agree to the Terms and Conditions on the back of this form. Contractor Name: (pi&.ri Me ,C 9 Address: ‘79'C_ &itc jk 44 City: Ski( .Q State: 4 ZIP: e)l3'•a Company Name: ( )'.1�, License Number: (41 197 Contractor Signature: Date: IOf f 9/2 Z_ EWP Studio Hamshaw Greenfield Date: 10/27/2022 I Page 1 of 2 OitSimpson Strong-Tie® Project: Input by: Adam Tredo . Component Solutions TM Address: Hobbs-Northampton Job Name: Hobbs-Northampton Project#: Beam 1 2.0E Rigidlam LVL 1.750" X 14.000" 3-Ply - PASSED Level:Level 2 1 / Rmei*r t r, rrc. Rusel trg . Rase cvt-; • . 1'2„ .. , / f= 1 SPF End Grain 2 SPF End Grain I.'I 14'9" 51/4" 15'3" l'ir Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snovt( Wind Const Plies: 3 Design Method: ASD 1 Vertical 6100 3655 C 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 6100 3655 0 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp<=100°F — General Load Bearings Floor Live: 40 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 10 PSF 1 -SPF 3.000" Vert 83% 3655/6100 9755 L D+L End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2-SPF 3.000" Vert 83% 3655/6100 9755 L D+L End Moment 35386 ft-lb 7'7 1/2" 45197 ft-lb 0.783(78%) D+L L Grain Unbraced 35386 ft-lb 7'7 1/2" 44497 ft-lb 0.795(80%) D+L L Shear 7966 lb 1'5" 14210 lb 0.561 (56%) D+L L LL Defl inch 0.367(L/486) 7'7 9/16" 0.496(L/360) 0.740(74%) L L TL Defl inch 0.587(L/304) 7'7 9/16" 0.744(L/240) 0.789(79%) D+L L Design Notes . 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6".Nail from both sides. 3 Refer to last page of calculations for fasteners required for specified loads. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at end bearings. 7 Bottom must be laterally braced at end bearings. 8 Lateral slenderness ratio based on full section width. User Notes 1 Beam 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 ,comments 1 Uniform 16-0-0 Top 15 PSF 30 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 60 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 16-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Self Weight 19 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Seven D Wholesale Calculated Structured Designs is responsible only of the Handling 8 Installation ponding Roseburg Forest Products 145 Dividend Rd.,CT structural adequacy of this component based on the t LVL beams must not be cut or doted 4500 Riddle By-pass Rd 1-800-800-6894 design cnlena and loadings shown. It is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements multi-pry Riddle,OR 97469 ensure the component suitability of the intended fastening details beam strength values,and code (541)784-4005 application,and to vent'the dimensions and loads. approvals www.roseburg.com Lumber 3.Damaged Beams must not be used APA:PR-L289,PR-L270,ICC-ES: 1.Dry service conditions unless noted otherwise 4.Design assumes topedgeoa s laterally pointsrestrai to ESR-1210 �', 2.LVL not to be treated with tire retardant or corrosive 5.Provide lateral support t bearing points to avoid lateral displacement and rotation This design is valid until 7/22/2025 EWP Studio Version 22.52.544 Powered by iStructt"Dataset:22061001.1 t EWP StudioClient: Hamshaw Greenfield Date: 10/27/2022 Page 2 of 2 rArrSimpson Strong Tie® Project: Input by: Adam Tredo Component SolutjonsTM Address: Hobbs-Northampton Job Name: Hobbs-Northampton Project#: Beam 1 2.0E Rigidlam LVL 1.750" X 14.000" 3-Ply - PASSED Level:Level . CV 1 / . • • 1,2„ 1 SPF End Grain 2 SPF End Grain V 14'9" �5 1/4" 15'3" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed 6". Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. CM 1 Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer info Seven D Wholesale Calculated Structured Designs is responsible only of the Handling 8 Installation ponding RoseburgForest Products structural adequacy of this component based on the 1-8 Dividend Rd.,CT 1. f beams must not be cut or drilled 4500 Riddle By-pass Rd design criteria and loadings shown. It is the p.Refer to manufacturer's product information 1-800-800-6894 responsibility of the customer and/or the contractor to din installation Riddle,OR 97469 ensure the component suitability of the intended fagar g requirements, and multi-ply 541 784-4005 • application,and to verity the dimensions and bads. fastening details beam strength values,antl de ( j approvals www.roseburg.com Lumber 3.Damage must not be used APA:PR-L289,PR-L270,ICC-ES: la i unless noted otherwise 4.Designassumes top edges laterally restrained 1.Dry service conditions, ESR-1210 2.LVL not to be treated with ire retardant or corrosive 5.Provide lateral support at bearing points to avoid . lateral displacement and rotation This design is valid until 7/22/2025 EWP Studio Version 22.52.544 Powered by iStructria Dataset:22061001.1 goo" . \-\-p\o'\)5 \03 1 c.S5GSO( +- --1--- \- c-ci/1i` PUr41 2yC 105 Please provide all information/specifications that apply to your proposed deck/porch project. zrTotal Square Feet of Deck/Porch: \9 v SF ❑ Height of Deck/Porch Surface from Adjacent Grade: aft. l) in. Footings: Concrete: Depth: I\ ft. in. Width: \ .. in. ❑ Helical Metal Pile , How Many Footings? 3 'Post Dimensions: p in. (x) 10 in. XBeam Dimensions:1-1i4. in. (x)11)k{in. Max.Span: ft. in. 'Ledger Board: Dimensions:.- in. (x) 0 in. Attachment Method:)(Lag Bolts ❑ Other ?'Joists: Dimensions: a in. (x) in. Span: 1 1 ft. 0 in. On-center Spacing:<<i9 in. „IQ-Decking Boards: 'Wood ❑Composite ❑Other Dimensions:1 in. (x) in. 5 ubtiocri. . ❑ Railings and Balusters: ❑Wood ❑ PVC ther).)((g W'RI(S Height: ft. in. Space Between Balusters: in. Does the project include continued use of a pre-existing roof or construction of a new roof? 4<Yes ❑ No If Yes, please provide the following information: •Total Square Feet of Pre-existing or New Deck/Porch Roof: , l() SF • Rafter Dimensions: a- in. (x) (.) in. Rafter Span: 7 ft. in. • Post/Column Dimensions: in. (x) in. ILIA-^ ,I.,(V, i..w a Vk g • Beam Dimensions: ,. in. (x) j in. Beam Span: ft. in. 00)I61 eA.\" ww-k15 Does the project include continued use of pre-existing stairs or construction of new stairs? DK/es 0 No If Yes, please provide the following information: • Width of Pre-existing or New Stairs: Cft. in. • Riser Height: —7 in. •Tread Depth: \\ in. , .-,..m— J. j i 1 i g j ..:,. ; i i E W gaps Cap rail Oist har +er a '-- rail . a . Top Ledger- °��..~"Brid -.. - 1-: �.�.-��... ,. ' � Decking - llia F ral Pr 41 Tread .. 1, ¢ » E , Riser °ZJ,:::174:1„.,'-'. ::'�, .- N - i ¢Balusterrl'' - Rim joist 4. / ; , Rim Rail post _. joinst Post ' , a Post / anchor Stringer Beam Concrete footing tit Note: • Ledger board installations must include use of approved flashing at the ledger board/building connection. • Ledger boards must be attached with approved fasteners installed according to prescriptive code requirements or manufacturer's instructions. •Approved post anchors,joist hangers, post/beam ties, hurricane ties,and all similar connection hardware shall be installed at all appropriate structural connection/attachment locations. •All structural wood elements, including decking,must be pressure treated or naturally durable wood,or made of an approved decay and weather-resistant material • Rim joists perpendicular to beams must be doubled • 4 , ,,,,,,,,_ \ 03 M o, 5.5a5 a I-+ S9-- Rear D e tc 21 C 105 Please provide all information/specifications that apply to your proposed deck/porch project.c Total Square Feet of Deck/Porch: �Lk SF Height of Deck/Porch Surface from Adjacent Grade: ft. .V in. Footings: ❑ Concrete: Depth: 1 ft. in. Width: in. >i<flelical Metal Pile KHow Many Footings? Post Dimensions: Li in. (x) Li in. Beam Dimensions: in. (x) <6 in. Max.Span: 1 ft. 0 in. 'Ledger Board: Dimensions:01A-in. (x) in. Attachment Method: ❑ Lag Bolts , Other Fr( ( 54-0`^CAles 'Joists: Dimensions: a. in. (x) (j in. Span: ft. 0 in. On-center Spacing: 16 in. . Decking Boards: ❑Wood '1 Composite ❑Other Dimensions:�l`� in. (x) U in. railings and Balusters: o Wood o PVC ❑ Other t\J iM Height: ft. in. Space Between Balusters: in. Does the project include continued use of a pre-existing roof r construction of a new roof? 0 Yes p6o If Yes, please provide the following information: •Total Square Feet of Pre-existing or New Der' .ch Roof: SF • Rafter Dimensions: in. (x) in. RatLerSpan: ft. in. • Post/Column Dimensions: in. (x) in. • Beam Dimensions: in. (x) in. Beam Span: ft. in. Does the project include continued use of pre-existing stairs or construction of new stairs? lees 0 No If Yes, please provide the following information: • Width of Pre-existing or New Stairs: C ft. 0 in. • Riser Height: 6 in. •Tread Depth: \\ in. A S 1, w d a gaps Cap rail Joist hanger ..�_ - To p op rail Ledger-.°- —'11ridgir :, . Decking 1 1. Treadle y ..-'A'-,', *:!a..1i,f'',,',,i'-,'t-i_t;, -..1-,-,,,,.-_,.„,...--,...„.7",-„-4-...i.-...,,,I1-'':'',..:.''...t.11.s4_:. 14'•,'A-41.,: , ,' f 1" ; *tH.€)i . Riser .i - Baluster -,--.'-1..'-.--'''''%/-/%......'."" n .1 `-, Roll JOISI „y .. ham; Rim Rail post '.n" w,. $oinst' Post } Post / Stringer Beam anhor Concrete footing Note: • Ledger board installations must include use of approved flashing at the ledger board/building connection. • Ledger boards must be attached with approved fasteners installed according to prescriptive code requirements or manufacturer's instructions. •Approved post anchors,joist hangers, post/beam ties, hurricane ties,and all similar connection hardware shall be installed at all appropriate structural connection/attachment locations. •All structural wood elements, including decking,must be pressure treated or naturally durable wood,or made of an approved decay and weather-resistant material • Rim joists perpendicular to beams must be doubled •