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37-065 (83) z-Di< File #BP-2022-0505 APPLICANT/CONTACT PERSON:HOMETOWN STRUCTURES 627 SOUTHAMPTON RD WESTFIELD, MA 010854135627171 PROPERTY LOCATION 103 BLACK BIRCH TRAIL MAP:LOT 37-065-003 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $30.00 Type of Construction: 10 FT GAZEBO New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 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 Perm its 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 Si! ir ' e • /1 9/9' l ature 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, Conserva:ion Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards ofMGL 40A.Contact Office of Planning&Development for more information. City of Northampton s Massachusetts ,,+" C. :,y DEPARTMENT OF BUILDING INSPECTIONS k. it' 212 Main Street • Municipal Building UT; rip —�� Northampton, MA 01060 MAY r eNh •DO MAY 9 2022 ' T OF run 1)NC;INSPFC+ICNB g o nr;7Hgrnn r0� MA 01090 ACCESSORY STRUCTURE PERMIT APPLICATION (For freestanding structures less than 200 sq. ft., at least 5 feet from any other structure) Check# ) �' y ../L -5O PLEASE TYPE OR PRINT ALL INFORMATION 1. Name of Applicant: )Th .�.., Address: (" ' SOA -.)„, A 4• CA) ' AP Telephone: / 1 3— s(° ' 7 17 MA o,0Ss 2. Owner of Property: irlo r41 e CO ivc,. d ��t�s},C Ka rs Address: /O3 Mock Es;r-c L T rr_�, ?, F(0r-u►cc, Telephone: ?Ott, O 6-7 9 h"' MA Dlo(.) 3. Status of Applicant: Owner k' Contractor 4. Structure Location: tj`A c k y 4 Parcel ID: Zoning Map # Parcel # District(s) (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Use of Property: Single or Two Family: Multifamily: Commercial: 6. Description of Proposed Structure: One Story Shed under 200 sq.ft.: Freestanding Deck under 200 sq.ft., less than 30"above grade: SIZE OF STRUCTURE: Other(describe): 1 , 4< c. 7. Attached Plans: Sketch Plan Site Plan X Plot Plan 8. Does the site contain a brook, body of water or wetlands? NO X DON'T KNOW YES IF YES: Has a permit been, or need to be, obtained from the Conservation Commission? Needs to be obtained Obtained , Date issued CONTINUED ON NEXT PAGE �n� ,'C.* s ia cot-) 9. ALL INFORMATION MUST BE COMPLETED;PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. This column to be filled in by the Building Department Existing Proposed Required by Zoning Lot size Frontage N/A N/A N/A Front: Setbacks: Side: Rear: Height % Open space: (Lot area minus bids;and paved parking) 10.Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. DATE: s/cj/ O- - APPLICANT'S SIGNATURE NOTE: Issuance of a permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Conservation Commission, Department of Public Works and other applicable permit granting authorities /! 's \ S 5 \ i • '- ' d ' N 1 iiii\ i 0. I • \ • \ t< ,n \iP \ \ 4w NOS 1 1 • O 1 1 \ S� j 1 d 1 A \ ‘ ' •'• \\ \\ 4d� , \ \ I. \\ • •, ` ; \\ \\\ ° s \ 1 \. � 0 \ 1 1\ 3 \ , \ �\ \ 1\ \ ie \ P� \ \u\ ` ` ''' '‘‘ 1:C \.. \. 1 ‘ \ 7• 1 \\ \\ 1`\ \DI: v d. ,M \ \ \r. \ 1 ` �1 \ ` O 00 j ` \ ,1 1\\ \ /�\\ ,\ \ fis 36`\\ \.> .. 1111 in ' K .:k ...- \\ �2\�\\\ \ :7- v`, � \ 'pOo4'SOR35,r \\ ` rV tk \ `- \''.14\ D .41-43.Aft) .: • / \. �` \ Z eL ' it ! U •.� otil f 4/ S%plit# \\� \ \\ s o . F'd, \ k:N\ . --._\ ‘ • % Ai .rr.1 \ 4•49\ • 1 \ Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construction Supervisor C S-098186 Expires: 08/03/2023 ANDREW D KURTZ 118 PLEASANT STREET GRANBY MA 01033 • O1s1.1 10 Commissioner „lagitt A. r1Cencu a THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: LLC HOMETOWN STRUCTURES, LLC Registration: 159772 627 SOUTHAMPTON RD Exxpi ration: 05/26/2024 WESTFIELD, MA 01085 Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs 8 Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:LLC Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street -Suite 710 159772 05/26/2024 Boston,MA 02118 HOMETOWN STRUCTURES,LLC ANDREW KURTZ � 627 SOUTHAMPTON RD , i !�s�l" �/� ! WESTFIELD,MA 01085 ;frll � Undersecretary Not valid wit signature The Commonwealth of Massachusetts _,v Nl, Department of Industrial Accidents :e►= 1 Congress Street,Suite 100 'T1 y Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name (Business/organization/Individual):Hometown Structures Address:627 Southampton Road City/State/Zip:Westfield, MA 01085 Phone #:413-562-7171 Are you an employer?Check the appropriate box: Type of project(required): LEI 1 am a employer with 22 employees(full and/or part-time).* 7. 0 New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. 0 Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.12 I am a homeowner doing all work myself.[No workers'comp.insurance required.]1 l0❑ Building addition 4.❑1 am a homeowner and will be hiring contractors to conduct all work on my property. 1 will ensure that all contractors either have workers'compensation insurance or are sole 11.11 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5 0 I am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. 13.E Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 14.r✓ Other accessory building 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 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:The Dowd Agencies, LLC Policy#or Self-ins.Lic.#:WCC-500-5026065-2021 A Expiration Date:11/27/2022 Job Site Address:103 Black Birch Trail City/State/Zip:Florence, MA 01062 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 the pains and penalties of perjury that the information provided above is true and correct. Signature: t 2/A Date: 5 -- 9- d L ? Phone#:413-562-7171 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#: WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington, Massachusetts 01803-0970 (800) 876-2765 NCCI NO 40959 POLICY NO. WCC-500-5026065-2021A PRIOR NO. NEW ITEM 1. The Insured: Hometown Structures Inc DBA: Mailing address: 627 Southampton Road FEIN:** ***6332' Westfield,MA 01085 • Legal Entity Type: Corporation Other workplaces not shown above: 2. The policy period is from 11/27/2021 to 11/27/2022 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers'Liability Insurance: Part Two of the policy applies to work in each state lited in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, kates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Races Code Estimated Per$100 ' Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA INTER SEE CLASS CODE SCHEDULE • Minimum Premium $500 Total Estimated Annual Premium $16,249 GOV GOV Deposit Premium $4,230 STATE CLASS MA 2802 State Assessments/Surcharges $16,044.00 x 4.1800% $671 This policy,including all endorsements,is hereby countersigned by —' .�� 11/11/2021 Authorized Signature Date Service Office: The Dowd Agencies LLC 54 Third Avenue 14 Bobala Road Burlington MA 01803 Holyoke, MA 01040 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission. 10' Octagon Wood Gazebo Al' apply due to dtferent regEements on each project The plane Intended to reflect only the structural WOOD design of this bxddnp.The contractor shed review el amicable local, t General Requirements Mate,and federal boding codes prior to the start of construction to ensue holing conformance. Timber Tech Engineering,Inc.a not A.Sfrtrchrel wood members and connections shal be of suiflclent size reeponeble for Information pertanhng to tree project if not shown on or capacity to carry al design loads without a spedng the alowabb drawings or lsted below. Revisions to the plane steal be approved design vanes specified in'The NationalanDes a edflcation for by engineer of record Wood Construction'(ND8),2005 edfffon,and s'Stpplemnent'by the American Forest end Paper Association(AF+PA). LeigitiBraMiela B.Wood members used for load eupportng purposes anal have the grade t Governing Code, mark of a lumber grading agency certified by the American Lumber including,not INted to BC 2009 Standards Committee. 2 Dead Loads 2 Dinenslon Lumber A.Roof 5 pef A Al Member species,graded veuady or nschancaly,shall comply with the PD6 This drawing Is the of Coln Lane Woodworking, B.Roor 10 per by AT-IPA and the'American Softwood Lumber Standard'(PS 20-94)by the US. Wing propertytry LLC, C.Other n/a pat Department of Commerce. provided by Timber Tech Engineering, Inc. and reproduction, a Live Loads B.The minmun grade and species for poste,beams headers,end other primary A.Roof(See also note 14) 403 pal structural members shad be Dense Select Structhrel Southern Ptne, fees specified otherwise. alteration or use of this drawing without the written consent of a Roor 40 pal C.Lumber used for secondary framing anal ben Southern Yelow Pine(SYP)or better. :oultry Lane Woodworking, LLC is prohibited Drawings shal not C.Other ri/s pis D.Structural glued'urinated timber shad conform with the'American National Standard be scaled to obtain dimensions. The contractors and builders 4.Snow Loads Specification for Structhrel clued Laminated Timber ANSI/AffC 117-2004. A groud snow(Pg) 80 par E.Mecharcady laminated cokerne that conform with ANSUASAE EP 559. involved on this project shal verify al dimensions and conditions B.Rat Roof Snow(PO 403 pM 3.Pressure Preservative Treatment(PPT) ref ore starting work and any discrepancy shah be r led to the C.Snow Exposure Factor(Ce) t0 A.Pressure treatment to be performed accordng to the American Wood Protection D.Snow Load importance Factor 0) Ole Association(AWPA)standards for use category 38(above proud exposed). engineer in writing before starting work. E unbalanced Snow B.Pressure treated members shad have the iwpection mark of an agency accredted by the L Windward Roof 0 pal American Lumber Standards Con.olttee. L Leeward Roof 20 pelf l0 60 psi C.Preservative Ammonia Copper Ouaternsry ammonia(ACO)or Copper Boron Azoe(CBA) 5.Wind Load D.Treat r dcated Items and the folowiv A.Basic Wind Speed(V) 146 mph(P1*0 1.Wood members exposed to weather or insect infestation B.Wind Load Importance Factor 0) 77 2 Wood members in sired contact with earth or concrete. C.Wind Exposure Category C 3.Wood members exposed to high moishre content 019Y.for dimension lumber,>16X for glued D.Enclosure Category Open laminated timber). E Components and Cbddngf +60 par/-80 par a Wood members lees than 12'riches above grade. 6.Earthquake Design Data: E Reid treat newly exposed wood where cutting,drag or notching pressure treated Member. (Analysis based on equivaent lateral force procedure) F.AI bolts used In double rafters shad be stainless steel or hot-sipped galvanized as per ABTA A. Spectral Response Acceleration A153-01a. Al other metal fasteners used n treated wood shal be standees steak hot-dp at 1 sec,6 025 galvanized as per ASTM A153-01a,or other coating approved by fastener marsiachrer for B. Spectral Response Acceleration at short use in treated wood periods.S 0.40 4.Connections shed be designed and constructed according to the PAS by AF+PAanal to th C. seismic Use Group 1 conform to e fodowinff D. Occupancy importance Factor,I LO A.The minimum correction shed be two 12 pemy nel&or as detaled on the dra E Ste Class D B.Other corvectons as per standard construction practice. Page 1 - Elevation, Post Layout Plan F. D C.,ieid strength of 38,000 wess noted materiel to be ASTM A-36 with a minimum Cantilevered Column:Taber Frame Page2 - Roof Cross Section I. iAodlkatbn Factor(R) 15 J Framing, Anpilcaton Factor(Cd) 15 Page 3 - Details Page 4 - Details Design Reaction Chart Max.uplift at column base 250 lbs Page 5 - Details Max.downward force at 1)00 lbs* Pa e 6 - Details ALTERNATIVE ROOFING: column base g The 1x8 T and a n sYP decking and asphalt dhn(lee Max.shear at column base 70 lbs may be replaced by tx4 wins•8'o/c end 24'long ceder shakes in areas of up to 50 post ground snow load •Reactions from floor loading not included. Floor framing and 120 mph wind(wind speed subject to local members are assumed to be continuously supported by a jtrledctbn approval). concrete or gravel pad or other support structure. TTE DRAWHO faxeee Etta-m OB NUMBER:E219-11 PROJECT: STANDARD PLANS FOR 10' This drawing is the property of Country Lane Woodworking,LLC.provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the OCTAGON N WOOD D GAZEBO written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions. The contractors and builders involved on this project AGE: 1 OF 6 shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting workmoss 11.::MPH i / ra1 �___:E.! , ...i.....� -_, N•N 1.... ...••,,..... .. ... .. ... ....„. / Framing Elevation NTS Elevation fr-9y18 3'-7y2 1 i k` e -- 4x4 post 4x4 post iv (2) 2x6 floor joist ��/i\\41, —2x6 skirt board V . 1 ® ® IP k3'-109/1g c..{I 2x6 floor joist 9'-47/1g Post Layout Plan "' Floor Framing Plan Kit Unit , OB NUMBER:E219-11 PROJECT: STANDARD PLANS FOR 10' This drawing is the property of Country Lane Woodworking,LLC.provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions The contractors and builders involved on this project AGE: 1 OF 6 OCTAGON WOOD GAZEBO shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work... ...... .I / NNN � � AA ,\!...-- - _.. ,,,,i, / --' -' : . N N.,-___,t Awir dier .. \ N?_.--_-:-_:_-_-...:---1,. 1111\NH,„ , ....11. \. . Framing ElevationNTS Elevation NTS —9yi L. _____13'-7Y2' ® % T...„ (***`-.„ 1 4x4 poet 4x4 poets., yi \ \t- - (2)2x6 floor joist rie. � \ \—2x6 skirt board ® ® a� jai alo9/ts ! 2x6 floor joist 9'-47/1g Post Layout Plan Floor Framing Plan y Nib Fully Assembled Unit NTS OB NUMBER:E219-11 PROJECT: STANDARD PLANS FOR 10' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions The contractors and builders involved on this project AGE:2 OF 6 OCTAGON WOOD GAZEBO shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work. 4'-0' o n 2x6 compression ring 4x4 post \i—/7*S) �-2x8 top plate 1 I I--''''''''' ''''''''.../A\\I 1*- 4....I .it ---(2) 2x4 hip rafter 2x4 fascia /11111111MK/ Roof Framing Plan 10'48 Pre-fabricated cupola 2x6 compression ring ' Asphalt shingles I 1 irogltilli 12) 2x4 -rafter _- - - --- - a's 1x6 T+G#1 SW decking �` . 2x8 top plate Detail B B/3 hipt/3 Detail A-A/3 ib • 2x4 fascia w —4x4 post io 2x4 top rail Q 2x4 bottom rail cl 2x6 skirt board ci 1■1 I v (2) 2x6 floor joist Cross Section A/2 OB NUMBER:E219-11 PROJECT: STANDARD PLANS FOR 10' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions. The contractors and builders involved on this project AGE:3 OF 6 _ OCTAGON WOOD GAZEBO shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work. 1x6 T+G 11 SYP decking,fasten to rafters • w/ (2) 2' galvanized staples w/ l' crown Asphalt shingles 3 e x5 e'xe' cap plate of T assembly on top of poet Fasten rafter plies together w/ (3) a bolts for kit units OR �`�� ak 40 I NOT MIIIIIISElit8d nails 12' o/c staggered <�, © for fully assembled units, -,�< 2x4 fascia (x = nail from other side, < , 1x4 trim, fasten to fascia w/ 2' o - nail from near side) /�< <.. galvanized staples w/ 2' crown 6' o/c -mmm'ngamm hm.." - ._ (2) 2x4 hip rafter, fasten ss_� H- 2x4 fascia,fasten w/ to top plate w/ (2) Angle'A2' ' C- *10x2 2' wood screws, 18' o/c I '4 bolt Trim assembly w/ 2x4 top and , bottom rails, and 1x4 vertical plate. 4x4 post 2x8 top plate 1x4 fastened to post w/ (6) #'10x2 l' I I �, 1 2 'x2'x6'x3 a angle of 'T wood screws, staggered I I �2x6 brace fasten 3 e x5 a.xe cap plate of 'T assembly,fasten to post at top w/ (3) 110x3 1' assembly on top of post, and topwood screws and at fasten to post w/ (4) plate w/ (4) $10x2 l' wood screws wood screws, each bw000d screwsttom w/ ) *9x2 ' 4x4 post View 1 Detail A-A/3 NTS Detail A-A/3 NTS 2x6 compression ring (2)2 'x6'xe'x3 a, steel angle 1x6 T #1SYP decking, tasfened to estop plate 41111111 w/ (10):vex, 1, wood screws, each fasten to rafters w/ (2) 2' ,* 1,<� galvanized staples w/ " crown Fasten rafter plies together �� <., Asphalt shingles w/ (3) e 4 bolts for kit units OR �.�� �� 8d nails 12' o/c staggered , „ ��� Angle 'A2' for fully assembled units, c (x - nail from other aide, (1) 1'+ bolt, through double �33' o - nail from near side) rafter on both kit and (2) 2x4 hip rafter,fasten t• fully assembled units compression ring w/ (2) 1110x3 l' wood screws each ply View 2 Detail A-A/3 NTS Detail B-B/3 NTS 06 NUMBER:E219-11 PROJECT: STANDARD PLANS FOR 10' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions.The contractors and builders involved on this project AGE:4 OF 6 OCTAGON WOOD GAZEBO shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work. 4x4 post Mk I 4x4 its (2) 2x6 floor joist 2x6 skirt board,fasten each end ‘Ito joist w/ (2) 0.121'x3.25' nails OR 2x4 bottom rail (2) 4110x3 l' wood screws except Post strap 1 on two sides of post, fasten ,`.'� r when alternative angle location is 2x6 decking-, 2x6 blocking St chosen, then fasten each end to to post w/(4)�ex1 ' wood screwsjoist w/ (5) 0.121'x3.25' nails OR 2x6 skirt board ,� (3) it10x3 2' wood screws NW, Post base 1 \M _ I� �-Alternative angle location II 2x6 floor joista �_ ---- -Angle 'Al'fasten ' e 4 bolt at post base to joist w/ (5) 110x2 1/2' wood Angle 'Al' fasten Concrete foundation�� b,2 screws and fasten to concrete to joist w/ (5) #10x2 1/2' wood by others -�}„iRo— foundation (fc = 3000 psi min.) screws and fasten to concrete Alternative angle location (3000 psi min.) w/ i Ix4' Powers Wedge-Bolt foundation (fc - 3000 psi min.) screw anchor, or equal w/ 1'Ix4' Powers Wedge-Bolt Detail C—C/4 NTS screw anchor, or equal Kit Unit View 1 Detail C-C/4 NTS Kit Unit 2x6 skirt board, fasten each end 4x4 post to post w/ (2) 0.121'x3.25' nails OR Ilik (2) 2x6 floor joist,fasten to 2x6 (2) 4010x3 I' wood screws except r when alternative angle location is p blocking w/ (4)0.121'x3 4' nails, each ply , chosen, then fasten each end to x ••at w/ (5) 0.121'x3.25' nails OR 2x6 decking 2x4 bottom rail IL (3) *10x3 s' wood screws 2x6 skirt board Angle 'Al' fasten a ' to joist w/ (5) 11,10x21/2' wood I screws and fasten to concrete Angle 'Al' fasten F., 2x6 floor joist foundation (fc - 3000 psi min.) to joist w/ (5) 1i10x2 1/2' wood • w/ 'Ix4' Powers Wedge-Bolt screws and fasten to concrete screw anchor, or equal foundation (fc - 3000 psi min.) Alternative angle location Concrete foundation w/ l'Ix4' Powers Wedge-Bolt 2 a Alternative angle location screw anchor, or equal by others N In (3000 psi mint \_ 2x6 blocking, fasten t• post w/ (6) 0.121'x3.25' nails Detail C-C/4 NTS View 1 Detail C-C/4 NTS Fully Assembled Unit Fully Assembled Unit 0B NUMBER: E219-11 PROJECT: STANDARD PLANS FOR 10' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the OCTAGON WOOD GAZEBO written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions. The contractors and builders involved on this project AGE:5 OF 6 shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work. 1 2x4 top rail, flat �-- Wood post, beyond 5'-9 maxtmtm rail assembly length -_, U 5'-8'ma top rai length xtmtm I4'_4_ 71x3, on edge 2x4 top rail, flat —'tr I 1 1 � = t 1x3, on edge —" 1 J,' square spindle OR decorative lathe, 4' o/c N a to -1x4x37 l' vertical end plate fastened to 2x4 a N 11 ih top rail w/ (3)#8x2 i' wood screws, fastened to 1x3 w/ (2) 2' galvanized staples w/ l' crown, and fastened to 2x4 bottom rail w/ (2) #8x2 2' wood screws. Fasten 1x4 vertical to post c=. = near top plate w/ (3)#8x2 I. wood screws =1 and near bottom plate w/ (2) #8x2 i' wood screws t ..."\ \:\ �1 1x3, on edge � _ 2x4 bottom rail, flat �1x3 on a t edg � t t t t 2x4 bottom rail, flat 1 j' square spindle OR decorative lathe, 4' o/c 1x4x37 -' vertical end plate fastened to 2x4 top rail w/ (3) #8x2 l' wood screws, fastened x3 w 2)2!galvanized staples w/ crown, View 1 Hand Rail Elevation N l b and fastened to 2x4 bottom rail w/ (2) #8x2 2' wood screws. Fasten 1x4 vertical to post _ near top plate w/ (3) #8x2 4' wood screws and near bottom plate w/ (2) #8x2 i' wood screws Hand Rail Elevation NT$ OB NUMBER:E219-11 PROJECT: STANDARD PLANS FOR 10' This drawing is the property of Country Lane Woodworking,LLC,provided by Timber Tech Engineering,Inc.and reproduction,alteration or use of this drawing without the OCTAGON N WOOD GAZEBO written consent of Country Lane Woodworking,LLC is prohibited. Drawings shall not be scaled to obtain dimensions. The contractors and builders involved on this project AGE:6 OF 6 shall verify all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before starting work. 3' 12 GA.galvanized steel 1. '4 hole for tF8x1 . 1' _2 wood screws 3'x3'x3',10 ga. , steel angle I_ 0.,., 4.1 1 lk m1 rile/ N 1 1 N. . 1 1 1 = a 1 Ci, 4 z1t_ 4 � 4'4 hole for wood screws(1 of 5) 1 e 4 hole 1 4111-' l'4 hole fore bolt Angle "Al NTS Post Strap 1 Krs 7-11 hole for 1'4 bolt Kit Unit i'4 holes for10x2 ' screws / 2 'x6'xe'x3 a steel angle 'A2' i e' steel 0 t '4 hole for wood screw(1 of 10) 33' 0 0 0 8 3. _ • 34' o o _ 1' p a '+ hole for wood o o/ Ill I screws (1 of 8) 0 0 101 - RE Act to 1111 ° 0Angle "A2n NTS .-103 3 ' 1 1 ---..1 � '4 hole for 84 bolt �' �_ .-iw 38 2' I I�M 1 NN 1I4• ..,, of � _ 38 i gal II Post Base 1 NTS e I '8 �t� Kit Unit "T" Assembly NTS HOMETOWN STRUCTURES INVOICE 627 Southampton Road .410, Westfield, MA 01085-1329 (413)562-7171 -Order Date - somosi www.HometownStructures.com Estimated Completion Date 'j U---k-ks ( 'i Emma aril ( � S Bill To Pai4 ct C0 her\ L r,.3�`c Notes Address 103 1gird F Ioren(z Ml o01a Phone -1 3'7- 3 4 y o Cell O to �a 0 - E-mail t 6h-t,‘ Mc,r ( Ar"+ )ac>es . i'4 4 6-c. 004 ) C) (.:4 � u a,u u e 1e.c I t..,) r;� 3 3 is 5+c,-h o,.N- .S vt J o a4. 1;.>-e,, c—, 3 ,5 td — 3 .-7-7 u `) 9 .5- ( ICav-t cl.r4 oA `v�'e, /) S�'4t ) a c . rc �5 A2= Subtotal $ > a () Trailer > Truck Sales Tax $ -7•i TOTAL $ 9)0 Deposit $ I 0 0 O. u u Balance $ 0 0 7• Customer Signature C Salesperson Signature rA Outdoor Living MFG Rebate! During our Open house on April 21-23. Get a free quote now. Sale! 10' Octagon Dutch Wood Gazebo • Accessories: Electrical, Screen Package, Composite 14 4! Decking • Roof: Dual Gray • Gazebo color: Mushroom 1: ,._go t .I 2021 model y E i - II 111011 $ 9,180 base price oil �� ����� • $ 2,060 screen package w/screen door $ 880 composite decking - Tan 0 ;, u r r` $ 330 electrical package $ 110 stationary skids *' $ 0 staining - Mushroom $ 0 delivery and installation (within normal parameters) $ 12,560 $ - 3,770 gazebo delivered fully assembled (- 30%) $ 8,790 A good, level base is important for your gazebo.We can do it for you (sold separately), or do it yourself.See site prep recommendations. This post last updated January 17, 2022. Note: We only service Massachusetts, Vermont, New Hampshire, Connecticut, Rhode Island, Maine, and New York. $127560 $7,795 Please Note: Price displayed does not include sales tax, shipping, or any site preparation fees. 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