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11-002 (13) HAYDENVILLE RD BP-2017-0100 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 11 -002 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: GARAGE BUILDING PERMIT Permit# BP-2017-0100 Project# JS-2016-000144 Est. Cost: $70000.00 Fee: $0.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: use Grouo: CHADD MEERBERGEN 103548 Lot Size(sn. ft.): 7932711.60 Owner: NORTHAMPTON CITY OF SMITH SCHOOL Zoning: Applicant: CHADD MEERBERGEN AT: HAYDENVILLE RD Applicant Address: Phone: Insurance: 51 LINCOLN AVE (508) 221-4609 NORTHAM PTONMA01060 ISSUED ON:7/29/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 36 X 70 STORAGE BUILDING 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. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 7/29/2016 0:00:00 $0.00 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File II BP-2 17-0100 4ANtI`� Q�C APPLICANT/CONTACT PERSON CHADD MEERBERGEN -,(( N ADDRESS/PHONE 51 LINCOLN AVE NORTHAMPT0N01060(508)221-4609 ?P1/4-AMI /W'' _yA PR RTY LOCATION HAYDENVILLE RD MAP 11 PARCEL 002 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT ,�(- Fee Paid �, es.) Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 36 X 70 STORAGE BUILDING New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 103548 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF MATION PRESENTED: 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 Sign.-. - of Buil in,;(11 'cia 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. Version1.7 Commercial Buildin Permit May 15 2000 RECEIVED amity of Northampton h2 g3 ler 11 e : ' ° . 3uilding Department `+°' as `# tfrt,avaPs,^w a2 6 us 212 Main Street ° ' '" &"'-�" . Room 100it l; „- - *Jc-thampton, MA 01060 anoncell11,587-1240 Fax 413-587-1272 PIot4Piga * 7 4 APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: / This section to be�jCgqorRpletetl by office ,_._...... G /7 QyCkfl Ville / (} Map I ' Lot 6l/ Unit �// Zone Overlay District --- -- - - - - --- --' Elm St Distnct CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: C( cPil6tM mpbn/m,z<4 I/06414(am) SM''I goalocan/ SitedName(P nt) Current Mailing Address: yi3-56'7-1 //4ec3ty _... Signature __1/✓r^'� L_. 7 _ Telephone 2.2 Authorized Agent: r,wNoii‘cy Ung, 1+.. _ af1Joccd _.. -. Name(Print) Current Mailing Address: �� 5/S-587-/ oc ^ f Signature LC4N/4 _ Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Budding -.lO,000 (a)Building Permit Fee 2. Electrical - -- -- — - ` (b)Estimated TotalCost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) - - - - 5. Fire Protection _. 6. Totalt(1 +2+3+4+5) 76j000 Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 13z 11, ACCeS „ _. 1.lAcre} I '1_____ _Frontage gzS_f4 g.zS-Pu I Setbacks Front Side L R'..-. 1 L.'.Z �t1 R.r�Z.�j(T TeUt Rear Building Height -- / Bldg. Square Footage % 87a) Open Space Footage �q _ — (Lot area minus bldg&paved 0, parking) II of Parking Spaces -'' -- Fill: (volume&IM:tion) A. Has a Special Permit/Variance/Finding ever been issue for/on the site? NO 0 DONT KNOW O YES IF YES, date issued: C-Z9-Zolb IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW ® YES 0 IF YES: enter Book Page and/or Document tt B. Does the site contain a brook, body of water or wetlands? NO © DONT KNOW © YES € IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES NO O IF YES, describe size, type and location: 9 e g/Ojoo S',ja h Smog Vocal.dwj S&too( D. Are there any proposed changes to or additions of signs intended for the property? YES O NO 6 IF YES, describe size, type and location: E. WII the construction activity disturb(clearing,grading,a cavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version!.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Itf /6ki TC L 14 (d z 1LNot Applicable ❑ f N. l/ L(tLJL Name(Risirent) O76M .. ': isiration Number / —_ _JT �/ � , a). }µ /_ ,f-� Z-0 � D / _ JAddress �•� A K/iTtia9 13Expirafon Date Sig ure Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number • Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility ""'..._._._..J Address Registration Number Signature Telephone Expiration Date • Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor ._._._. ._.___ _ _ __.__. _ _ Not Applicable ❑ Company Name: • Responsible In Charge of Construction Address Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 36,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations 0 Existing Wall Signs ❑ Demolition 0 Repairs ID Additions ❑ Accessory Building Exterior Alteration 0 Existing Ground Sign❑ New Signs 0 Roofing Change of Use fa Other 0 Brief Description Enter a brief description here. .60 � , S! Of Proposed Work: %.)(7D4 ()_i°1_11 SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 18 0 B Business ❑ 2A 0 E Educational ❑ 2B ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C 0 H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 0 1-3 ❑ 3B ❑ M Mercantile 0 4 0 R Residential 0 R-1 ❑ R-2 0 R-3 ❑ 5A ❑ S Storage C S-1 X S-2 ❑ 5B I X U Utility ❑ Specify _. ._.. _.__. M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: .. __ Proposed Use Group Existing Hazard Index 780 CMR 34) - _.__ _. .. _ Proposed Hazard Index 780 CMR 34) SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1.1 TJot 451 Total Area(sf) Total Proposed New Construction(sf]_. Total Height(ft) Total Height ft _ 7.Water Supply(M.G.L.e.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private 0 Zone Outside Flood Zone❑ Municipal 0 On site disposal system Versionl 7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) y� Independent Structural Engineering Structural Peer Review Required Yes Q No %t SECTION 11 OWNER- AUTHORIZATION-TO BE COMPLETED WHEN / OWNERS ARGENT OR`CONTRACTOR //APPLIES FOR BUILDING PERMIT Sella-)‘ I. i.r-(2{ � l/�1 h4 4'� 7/1/i,.91 L'o ,// L (/0anal `-"`-x`00 as Owner of the subject Property hereby authorize 7r7.�/ � '+.4 11.5 / If 7t'l„(y /"� _to act on my behalf, r all matterp relati to work authorized by this buildingupermit application aC,B2°11 Signature of Owner Date I, r✓KTT�lIr Sinn / Pik./ lb /1i 1t�9.B'- -... . . _. . .as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief Signed under the pains and penalties of -rury. 1��/((( \nA.. k v/v1�Y Point Name .Z J-c�C7�� Signature of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licengod Construction Supervise(: Not Applicable O Name of Liconse Holder orkaaC 1 h.G er to 4rq. ,✓l eC S - ere _ License Number e i}g Si L ',cat+-v ,�vYthca,-efcv, , MA- Ojptt Joys,134!7 Address Expirah n Date ‘bloa,�-L�¢�r-'saH 5-0e5Zak- 11404 Signature V Telephone SECTION 17-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 O No 0 City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. / Address of the work: 0 /'r W1t/ e ;1Ie {ad The debris will be transported by: 4 -r„ - a c h a' Snip u€04 010.1 / • Scchoo 1 S{4f The debris will be received by: akamoilix Building permit number: Name of Permit Applicant jilt TR TlO (Ccf 4 :ACYL Y-Ilr,,N fe/4&OL C/o it ftt N t$f4-n 4 bAt // rk1d IT15 Mvlftlx��ab Date Signature of Permit Applicant Dia-borctklL Carver Nola y Public. nub warm 5;on cnd3 nlodamkur 16 , ?0i9 City of Northampton M S Massachusetts :i DEPARTMENT OF BUILDING INSPECTIONS tit 212 Main Streeto Municipal Building YCV Northampton, MA 01060 INSPECTOR Louis Hasbrouck Fax:413-587-1272 Chuck Miller Building Commissioner Phone: 413-587-1240 Assistant Commissioner CONSTRUCTION CONTROL DOCUMENT (For professionalioon/ En "g gii inneers/Architec �ts responsiblersifororEntire Project) /J Project Title: 2E�'1 1/y ^"' T.(/�(�4�1"`99te: �J��J'212/(C Project Location: yGGA /64V�LMap: Parcel:__Zone:__ Scope of Project: //77% Le*--5 IE - nviA o flx'/''r�//I4' In accordance with/ the Eighth edition 11MaLssaacchhusetts State Building Code, 780 CMR Section 107.6: I, 2 P2/44/E 1) LCrt.V4i€P Olv/LZ __Mass. Registration# 07E27 , Being a registered professional Engineer/Architect hereby CERTIFIES that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ENTIRE PROJECT For the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 10.7.6.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed In a matter consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. Signal - and Seal of R-t.ste s •rofessio Aec as 7H Day of__I 20 / C n(.lo. 0700 t�`a6p PINGFIF_b� 10 \o �� A MA55. p (seal) \, A fi/ ass° I t\ The Commonwealth of Massachusetts _ Department of Industrial Accidents 1 _' t= t Office of lnvestigations "fit= 1 1 Congress Street,Suite 100 w= i Boston,MA 02114-2017 tom. www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A t t licant Information Please Print Le,/i t I Name (Business/Organization/Individual): - v'Aoe • /Ips S , � kcI]ibr- /'L_ Gc(001 Address: Po/o.cvSq .SI City/State/Zip: Noii • a 110 0 Phone #: -t//3-; 7_'H/4 .. Cx Ott°IY Are you an employer?Check the appropriate box: Type of project(required): I.II I am a employer with 4. ❑ 1 am a general contractor and 1 employees(full anchor part-time).` have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have S. ❑Demolition working for me in any capacity. employees and have workers' 9, 0 Building addition [No workers' comp. insurance comp, insurance t required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 1 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' 13.0 Other_. comp. insurance required.) 'Any applicant that checks box NI must also fill out the section below showing their workers compensation policy information. t Homeowners who submit his 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 subcontractors and stale whether or nol those entities have employees, It the sub-contractors have employees,they must provide Weir workers'comppolicy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the police and job site information. (/2 ^' Insurance Company Name: -4 I"^C- ,fir r'v"Cie c 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 Section 25A of MGI 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 IMA 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: Phone#: 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#: d _ _ _ _-. _- t liaesoda, , c27/E' 6use ;if-/( Alb-- SMITH VOCATIONAL HIGH SCHOOL 1 FORESTRY STORAGE BUILDING PROJECT 0 HAYDENVILLE ROAD • City ofNorthampton LEEDS, MA CELL TOWER � BuildingDepartment ; Plan Review 212 Main Street SEPTEMBER 41,82, — • Northampton. MAO1O6O REVISED JULY 18, 015 2016 �IIi70Dst� l� ' i �Q it INDEX OF DRAWINGS `� FBS'A`�5 a + 4. i ® CS COVER SHEET 4 KEY PLAN "�A PROJECT B L I SITE PLAN 4 CODE COMPLIANCE TABLE `. \. i ® A-I FOWDATION PLAN B A-2 FIRST FLOOR PLAN • `. \,.. A-3 FRONT t REAR ELEVATIONS ( f B A-4 SIDE ELEVATIONS , B A-5 BUILDING SECTION A-6 WALL SECTION A r-rn %_,af B A-7 WALL SECTION B , i\ ' ' A-8 STRUCTURAL GENERAL NOTES b ‘'' .L--:-.117"._ A-S STRUCTURAL GENERAL GONG�TE NOTES 1 ( GEIERAL NOTES ''�' t CONTRACTOR TO COMPLY WITH ALL CODES 1 TEWLATIONS N COSTWICTION VERIFY �y Q,p�� ALL DRII51Ct5 AMR)FIELD CODITIOS PRIOR TO START Cf WORK '`-'`c/VCSAGA ARE ,F °..WCiES1ED,FMAL DE1ETdMMAiION AS FER CONTRACTORALL FROM EEA/15,coL1148 MD ALL STRUCTURAL ALLB111LDMG CODES_ 3. ELECIPoCAL,PLIFESNG,I'E(71e11KA1 AND FITS PTOIERVJN Y OTHER5, ,y ry /,lp�� / AND NOT N SCOFE Of NIS sienna_ Ill' 1S �',4Q/�j�,` / ,\sGED '0'C/O, tS 1 ii e`"2 a •-t't� Zbigniew Lewentowicz KEY PLAN _ _. .-� c+ N.. 07,1 pi RaB�Wred Architect _ / W BHC. 0]OOT NO SCALE Olt A V� 1 7632 9 627- ,6,AI I* ••• qr 102 Hest Street r .. Soethemptw, BA 01073 ;111 oa . _,N Sj4Oi4 EUILDMG CODE COMPLIANCE RFORP1Ai1ON - - -— _ - -- - _._ - - acit t 7412g4. '�. ec 7E00 came ec 700Si0E OA OM NILIu1 RA ABF81e TO WC 7008 - .-game -_ -. _. -_ __ _. - - '0 — o0 - i a 3!O S-8TORKA:GRPP - N &I-MWFRAIE NATlJID STORAGE 110108 VEHICLE FEPARGNL[# ^` CN5 IE7GNUMEALISAr10.8 ALLO,ED ACTUAL 8 5''•0" 25'-0" Tes 8-8i0RXA:DROP ISrcRr- 5Eu IEIr•2Jfl e 14'-8'I T 601 Tin CP COSIMCTION: \:6;19- N \ V o,C01111STULE 17PR'NECTED PCRIAELE r emu DCQFST Laa FOR <r CAPACITIENINNS � 50 GBF/OCO.PAVT 2570 ClF/50 WF•51 U6EPOUL. N I51-5"± i 0045 Ctapmr LOADS 1121511.6 WILES: "-;. 3m'-m"S'-Q ° -AMOUR&MUM 7520 WE/300 GS=•9 ACN4•14 FITCN -3. 3' flfL11 Q M r•� RROMROGR u wca i752sTcfaDNGEKES REmSEx� aO l 5 CARS a • 1AX7'Rt OS,FNR LOA)51 2 EXITS MN 2 USN Q1 RNtl 71018, I'WtTRAY8g8rnliCEroloaq MAX.7mmFf Ma.104R 25'-0" / 5TCRAGE (REPAIR PARKING eg prCV eg �p�"i to ailfiE J�t IS4nP. K4IEEe re t: J — co 42K Oc gi PCI II PI AEP@tVAFL1EE PVAILGAMREDC11 WM, •• 51 TncanGFlgeareaeu*P,m+eeaRuaLa1051Mae ( U1 "�� CD 190 CV*AA 87iETGl ENaG1'LODE EKB'PflO!& EQUIP PARK _ SII m MA:5 W ADVACED CQTEACIAL DEW EIFCIDCT 90111 IDC871CtEtQ L CatERCIAL DJILON3S LESS TAN 5000 F. 0 0 i 159'-2" > Q LLL 40 -0' " Z e EQUIP PARK J.. . , i z ZZu 0 ✓QED Ch 1 4 g c5`S e � 0 5 i — t'g 11 f-o, N. Ill 00Q I�T...A(.OF M," u CLEARED TREE FARE : I'•20`°1 DAIS: •Y4(/015 AREAET ZL fitika•. 1rol1016 SITE PLAN SCALE: P220'-0° L-1 GENERAL NOTES: Typical Foundation Notes " iNip I CONTRACTOR TO COMPLY UMALL CODES 4 REGULATIONS N CONSTRICTIQI VERIFY 1. DEPRESS TOP OF WALL MD CARRY SLAB OYER AT All DOOR LOCATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXACT s a .. ' 9 ALL DWIESIONS MD FED CONDITIONS PRIOR TO START OF WORK SIZES MID LOCATIONS INDICATED AS V///,1 ON PLAN. ' M El 1 1.ALL FRAME,BEAMSCOLIAfa AND AU.STRUCTURAL COMPONENTS SEMARE 2. REFER TO SHEET A-2 FOR THE EXACT LOCATION AND CONSTRUCTION OF ALL INTERIOR WALLS. iA E 4 9 G :g SUGGESTED,F .DETERIMATION A5 PER CONTRACTOR MEETING ALL BITILDMG CODER- _ 3. 1300101011—ELECTRIC SERVICE GROUNDING WITH FOUNDATION/FOUNDATION REINFORCING. !J\ 3i S ELECTRICAL,Pot* r,MECHANICAL MD FRE PROTECTION BY O11ER5, -, 4. ALL CONCRETE SLABS WHICH ARE TO BE COVERED PATH DIE RE SHALL HAW A LEVEL SURFACE PLANE NOT EXCEEDING 1/8' UNDER A AND NOT M SCOPE CF THIS SUBMITTAL. 10'-0' STRAIGHT EDGE. SEE SHT A-2 FOR TILE AREAS REQUIRING DEPRESS SLABS m 4.Bff SETS A-81 A-9 FOR BTRICIIRPL SPECFCATIONB 4 N BC 3883 le.a'R 81h SUat MA AMMO TO BC 7089 IB'-0" 5'-0" N1-11/2" 26-2 I!2" is 32'-4" — — — — – — v e NNNNL / 7 \ / o 2 / / , 1 a CO Cd t i 0 CONC w \ OR BIT. PAD 1a / '" meg E C PITCH 3" 3" PITCH Gam" - FLOOR �_______� FLOOR --- eE wNl z �� 5" GONG SLAB W/b"x6"42.9xUJZ.9 LE9 c�� E "� a ON b MIL VAPOR RETARDER OVER 7e , o'I�V''W7 Q 6" COMPACTED GRAVEL ` m N' "e �` _ - SLOPE TO LOW POINTS P- 5� tri �I0.4 ALmI) �� Q n / 11/1" IR" 3'-b 1/4" I IQ" 6" DIA GONG FILLED i I/1" 3'-6 I/4" I I/2" IT-3" I I 2'-+" PIPE BOLLARDS r l r li r r r SCALE:3N+'.I'-0' ° I u I DATE: 9A!!0b L J L J L J L L J L:J r ♦ 77�jJJJ Due+ B7: ZL_ r r-n r r-� r r-i TlVISED: wax II 15'-10 IR" 171 3'-3" ! 3'-9" r 12'-3" �- 3'-9"L•'; 12'-3' 3'-9 12'-3" LTJ •10f2 , CONCRETE WALK A_1 urgocic. EJI t duir 10'-0"�. .......... . . . . ....... .. . .... > PORTA 1'-9" b 1R TOILET L as b IF MEZZANINE ABOVE- o TOILET c 2x10 s Ib" 0.G.FRAMING ALL INTERIOR OR EXTERIOR o a W/3/4 T!G FLOOR DOORS TO BE 36"x12" N oz. UTILITY ALL INTERIOR WALLS 445 2x5 ® 16" 0. G. GONG • OR BIT. PAD STORAGE 4 REPAIR g — 3" 3" 0 2. PITCH • SECUREMPGH w " _' STORAGE FLOOR FLOOR 0 63 107:5"± 119 � �� ga • II'- I J/1" PLYWOOD AT oma-- — IM 11 11-6," UNDER GYP PCR OSBNISH � � w mot. ;Re 36"x12" CHAIN LING FENCE I I e l I _ FULL HEIGHT b" DIA GONG FILLED SEE SHi A-3 FOR o --ENLARGED PLAN DETAIL I. PIPE BOLLARDS ...7 o a IL w c 12'x11' OH DOOR C 1. 121x12' OH DOOR b o- } 12'x14 OH DOOR b ' , ` 0 n 0 3 u n `� C_.� i " " C _ ' " } Ib-0 4-0 12'-0 4-0 12 .0 4-0 12'-0" CONCRETE WALK +— 54'-0" I'-0" 8r-AIF.;3N0.11-0:��n41v I DATE; 99/4/205 eDlc NCHiaa t ;:a B': II. lediED: Ws 8 \,., i Li, •..\�,� ASO 9g A-2 \• krn OFA re ti NO SHRGLES OVER U 73t 1 Ens 04U.D IS'FELTPSEAMS' CONT.RCF ROM VENT— oy as N 4 �vMil :ala 3101 a A N CfSCNAL!"TITTER WXISEPOITS = II ASF ROVER -LERTca_I£TAL CA CA I-1 1 1 II SIDING OVER Ise SNEAIHRG UNIT 111111I111111111111111111111111IIIII > IIIIIIII 1111111 1x11 1111111 ° 1 111 - _ 4 6"DIA CONC FILLED i'OSB OR GTP BD ON I I I I I I 1 I 1 FIFE BOLLARDS zb • IS°OC ii L 4J - L� k- J -----` --``�------ ��-L jt'14' • T 1x6 FLAT AT PERRETER �` ---- -----_-.- •,. •• NG5 ko cir I I cat FOWDATICMI Cf DOOR L _ C a WALL BELOW O DOOR TRACK std E Z�4Z�^ o+ L __J °�""��°H D00R FRONT ELEVATION , •� YI • •A pF� ,El 151� 1 "EC 1, =..NIASao J pE�yt� T 7 N C D, a M `l r L :C, METAL OR METAL CLAP ia."Sflo ° s- ., I a'-m" I a I TRR1 AT DOORS — — — _ — -- A 14 tn I ( 1 I 15 hc3 i VERSA-COLUN L — J L ___ ___ J W/561F5CN ACE CAP – - - — VERTICAL PETAL 51DMG OVER OSB SHEATHING — _ — — b'DIA Car FILLED — - - - } > 114 PIPE BOLLARDS W ft , ,, i PLAN DETAIL AT OH DOORS L SCALE: W'• H'-Sr-m' 1111111 1111111 111111I11111111111111111111111111111111I1111111IIIIIIIIIIIIIIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIIII IIIIIIIIIII 11111111111 11111111111111 - _ 'e SCALE: Ha••r-m• .4_--- - - -- -- - y, DATE: 9/4//0B L "- Dula Br: ZL VI D: REAR ELEVATION A—3 11 _ 11 Cali ROOF RIDGE VENT Q 740'SNIWILES OVER �4 15�FELl'ON FLIID SNERiHNG aa) 'L�/ A IJ 1111LE l UIIIIIIIIIIIIIIIIIIIIIIIIIIII111IIIII1111111III11111 11111I1A0 cl L - - 11C7Ca4; iii; RIGHT ELEVATION SCALE: V$'.I'4 SEE A-3 R2Gf4t 4 REAR ELEVATICNs G'"�P6,.� FOR ADpmCNAI.MAIERIALs ND1ATICNB CC 0 SN�SOA'UO7EHF�lirtRYsi CONT.RC/aROGEonVa1 m•��F, i!\ O/�W'H� &� py 65fELl7OS5PEATi SW DGGN RIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !: DAt;>I-U_QLJ1l 111 RO60. <AT: ZL Q504'CCNIrl - - NAMED: Ma Calc FOOTIV LEFT ELEVATION A-4 sc , ve'.r-o' it- .: [p N f21 mr vN y 1T yN r O 1 1 719 I .: v le: N v � 2W Pik g.ii Pit a II R :: HOI RN U .,,... In `. .. i..4 .MMIL womv,w,: ; Hli i alrG lii va n t ii II41 PO 1 N 7� ' r ill 13m , '• O g H a g. ; a rA o `��C rr-�rlr g --. i, im,R EAA $ 65 ., A 0 r r. . wren P R z.N s WI f 4 I Au)? \ 11 '> s. ,....., ,,: , i ., ,, ,,„,, 1 _ ..ffi \ I Ff to —1ii l m 144 J m . o ' sa / if; R l I VOW nr � Y.'- I In eye ; r 3 /ry 3 I ilihsD Ste 11 !-• IP e t h 3 :: .6: _ _... Wihuuuu. ciA tk R 01:4-;- A y5� I {y� i1 �a-I x S g q ?� °' - -7-(39"-W,%\ 39 P %\ g i g 3 A 26 ib _i- ' Z NiF�`^'r Xr e L� O S. �e ,yy' ti _ .. O m y 1 o � x Sk E P£ �4 C a „ t4 s �—^ sem o �' .sE 3 • a X E 141 FORESTRY STORAGE BUILDING . Zbigniersw�wanttoo �z I m : BUILDING SECTION PROJECT 0 n.i.°7°°7 al it pe: 0 BAYBENVILLE ROAD 1413/ sn-rme P o • LEEDS ma103 Get Street Soethemptoq 11A ours /// \ //SIMPSON 14516 \\ TWIST STRAP .4" ___,.--"---------- // *Asir r I►' OSB OR GYPSUM BOARD 5 a"XII 8" VERSA-LAM OR a ON UJO0 TRUSSES (3) 1 34"x11 $" VERSA LAM :41 �N� RR NG )N 5 "x 3 1/2" VERSA-COLti - W/SIMPSON ACE4 CAP P=1-7__ i� /�/' r ° a \ \_ CHAIN LINK F VCE OR x WIRE MESH W _L SYSTEM — A al/SUPPORTS KEYED DOOR , X 4 X , X ), 44 4 6" DIA CNC FILLED41 , PIPE 130LARDS , x j 2"x2"4"2"x2" ' CONT STEEL ^/ „ j 0 **X , • ANGLES AT OH DOORS r \\ 1#\„.4 "5-12” LONG REARS 4 , 2' OC I ALL OH DOOR5 r � L - _ _ =y 8" 41-0"- 1-0°.'°° t e• I{-m' , '5 REBARS IS" LONG 6 24" OC 2" RIGID INSUL1 1-4 1 N (2) "5 TOP 4 BOT S CONC FOUND. IIIAL L \— 04 VERT e 1,6" OC I2"x24" CONT e zB1GNFs. (4) 45"S CONTINUOUS CONC FOOTINGS i . _t' < -tart/ - ratralw. Rb - � :'ew Lewantowica PH • FORESTRY STORAGE BUILDING -4-: ' wgiet i nrom4400 //�I� a ` IUALL SECTION A PROJECT �j////��\��A 1!,°� y.1 r t 1 0 HAYDENVUILE ROAD \VI 11// 141$ 5Z7- PIB III 01073 LEEDS, MA ��!� O2 East • 12 36" WIDE ICE BARRIER 6 AT EDGES 4 VALLEYS \ \ CONT VENTED SOFFIT %PAW A ��* R-30 MIN INSULATION it i, OSB OR GYPSUM BOARD 0.4 METAL TRIM ON ON 2x616" OC CONT. 2x8 FASCIA WI R-i9 BATT INSUL .4 — —i 1: 4 VERTICAL METAL SIDING GUARDRAIL AS REQUIRE ) OVER OSB SHEATHING 5-4 OPTIONAL , ' ' EQUIPMENT MEZZANINE \ -71 N U OPT1ONAL- 2-x10 -6" OC— — — • ' 4 EQUIP MEZZANINE FRAMING VERTICAL METAL SIDING /-OVER OSB SHEATHING GIMPS* HTT4 HOLDOuN 6' 00 4 R / METAL FLASHING LI CORNERS c ncrnn L� VERTICAL METAL SIDING L CVS RS 5 Ei'ETA L 1► VERTICAL L ''i OVER 2" RIGID INSUL 3 41.111 (2) "5 TOP, BOT 4 MID 3 e 5" C N SLAB W/6"x6" W2.9xW2.9 WWM ON 6 IL {VAPOR RETARDER OVER 6" COMPACT D •..1. 1 *4 VERT e 16" OC GRAVEL SLOPE TO LOW POINTS SEE FLA l S ' 3 \ +' 3 FIN FL NI PT. s 4—ate a :IT �::+ 3 �. a . Ne .3 VINYL TRIM TO EXTEND 4" BELOW GRADE MIN t S" CONC FOUND. WALL PROVIDE SIMPSON HTT4's AT 6'-0" OL. " _ "- PROVIDE DOUBLE MAX AND AT ALL CORIERS. 1 T✓ =1 " 2x MD AT EACH (4) S CONTINUOUS SIMPSON NTT LOCATION 5/8" DIA HILT{ HIT ADHESIVE ANCHOR a p• +.1 ••. ` PROVIDE MIN EMBEDMENT OF b 5/8" 12"x24" CONT CONTINUOUS 2x PLATE - SEE \ SHEETS A-5 4 A-1 FOR '-0, CONC FOOTINGS ATTACHMENT REQUIREMENTS 1 ,, ® lip a-/e4�` 2BI Gp� c, FOUNDATION WALL I, : e�F„ o WIND/SEISMIC HOLD DOttN BASE DETAIL - TIP. = Not To Scalev5Err' ' `-_ Zbigniew Lewantowicz FORESTRY STORAGE BUILDINGRegistered Architect s WALL SECTION B PROJECT CT �I 07007 7562 IIRest Street rI 0 HAYDENVILLE ROAD 102'9 LEEDS, MA Southampton, MA 01073 Structural General Notes Rough Carpentry (Conventional Wood) Laminated Veneer Lumber ( LVL ) A. DIEM'RIFER A not UNWED EVER UAW (LW)SNL COFOx 7011E ALLOWABLE 06191 STRESSES USIED. 7. DEFINER LUIRii NOLNN 2-10-4 N.Yi TONES,2 N.NO lea THAT PROSE DOWERED NOW F OWC1S FOR TEN CURRENT la WOE EVALUATION/RESEARCH REPORTS BOST 2. TEES MAPA CM FR/I//t W IBA SPfiKE,PRE FR II/(I RTO A 0E901 MING SIESS MAT IAD WIN TI SP TO ED RET1E3 PAIS OIRWICRON AND MIT EMT MAS CS ATE BU FOR PPIMA70 F EODA 10 CR BETTER NM 875 P9 NO A Ma MOULT EVSRWY E a 7,6ODD0 PSI. NOG1ED NM BE SPEWED EOMEIFN75 Aro 7T WY07EALM CF MASS STATE 9110110 CODE 116oLLNEWS LIAR(BLNTRF Pia WW405,Fla ETCk SRO,STNL/ga WIC1lUC1Ut C LAMINATED IME ER MEER(LVL)6/N DO*QAED FOOD PRODUCT CREATED BY LA1ETSC OED ND COTE CR U1UTY 03ETRUC OI OWE FOOD OURS FAIN MIERPAOT WEST PM)BUCKS CF MATERIAL KNOW AS BILLETS 4. VIER FRANK 010X-LOAD-KNINO PARTITIONS,ETC.): STA.STAKKO OR OAS 111011 N GMTO. MEOW PRIOR TO NSTNINO TIE F--.311$SECOOA 6MfF1ALY INSPECT RE VIM 1:101 U TRADES NO OFF THAT NL SUCH'RAN 6 TITHE TO INE PONT NNE IE RETALIATOR MAY PROPERLY 5. STUMM LAM FRAMS(2-C INCE 2-4'TO STROMD I BUTT CR SND Ca61RIICRW CONE E Ell TOT TRIED AW iismu D N AWVWANCE TIM lE PEWS ND MY MATAFACILRWY DRATItailift A STRUCTURAL FRNNG(2-10-4 N x MDG€ 5 N NO MER} Na 2&ff11ER MEDICFWD*C NSTNUIO 9)ODW110S LOWLY BASE VALUES FB IE PRODUCTS OLUYEED STALL BE FREE FRCRM RFACIUNG CUTS OR ITEMN AOBOIANSP NO FB: PST. FC: 625 PS RAOU. DE PROOUCIS STALL PETREL 10TIMFACIUER SPEOFICATIBR FCR THE NOVA NO NN EPECED 515 FI: 575 P0. FC: 7350 PW LIFE a lE BALING FV: MBO PS E: 1.604003 PS 7. BEANS ND STINGERS(5Mal TICKER, IDM 810E INN 2 N.GREATER DUN RNT6S): SELECT LVL And Conventional Lumber Lintels SIBICMAL CR NO I TEEING FGLDWB RIMY BASE VALUES FB: 12®PB FC: 625 P9. A FINISH CIE FOLLOMIG UAHR LNiELS AER ALL°F9NCS N lE SRO WALLS. PRONE A WWI FF: BOO PSL FC: 1550 PSL 90 BEARING CES(BAE.Ss OIERNS NOTED)FCR If BOW U11ELS ND 6'RR lIE UL LNRLS FY: 160 PST. E: MOW PS PROWE A DOUBT,WE SIAL UDW IEE BET UP UM&WEL SIZES 94M1 DORY NN 1W FOIIDRNC SCHEDULE: B PRESERVATIVE PRESSURE-IPEAIIENI CR TO S-e'PN (3)2E4 I. WOFE a REMAIN PRE59AE-1EAIIENT IIW&S THE FOLLOW(. WEER USD N ET TER MNL 4-e'TO 5.-r (3)2lfs CR PCRN ROOF FROLIC 11009E ROT BOC70M0 LUIS R N CONTACT TIM WOO CR CORTEX N 5.-6.TO F-6' (3)2417. EYIECW WALLS AND MY OBER Kt NOTED o1 CRANES TO BE PESRVNM-TREATED. F-6. TO Y$ (3)1 3/4'e 17 7/8'BL's PFES9AE-TREAT SFEC ED F106INA 11001-1101E SALT TREATMENT CR OROa&1ED COPPER SIE PER AWA STROKE C2(ANEW) NO C9(PINKER} SMP EA01 PEa NLN ATB CR SB STN >7-e EFW TO FRAME PUNS OR OE9NATOIL CONTACT lit PR IECIY SR 3. COOKTAW acan`ONNIT RETENTION onOF 19 PERCENT RRLa l55 KnorrPCF). DRY�FOR RRAOW.AFTER T�'11E71rroA Seismic And Wind Holdowns A TREAT S WAGES CUT AFTER TREADED NM BRUSHa LI 1 COAT N PRESAVAlIW,PER EWFESEENIS a AWA YA A. FOR PROM RANOSS 181E 0NRAL 03NTRACIOR SHALL F OWE 1E FOINN SOME ND I ACCEPTABLE PAODU09. UOWI KMMIAD IOW,HOOVER WA 0910S T.4RFRSEIID. MD IID ROWS LRBI W WLEIION a BE PBFABSCAIW MUSS 0E901 NL TES WAIL BE G FASTERS031FMFD BY RE STRUCTURAL DOTER a RETRO. OUSTERS MAY BE RECD ED PER RE WREAKER FINN 0E901 1. SEE,a ADEQUATE 92E MD TE RR PURPOSE, PENETRATOR SUBSTRATE 1 N MUT B. MI TRUSS TO DOUBLEETOP PLATEAU WI COTTON SINE BE WOE NM(1)SWOT 2 CORY NM AMICABLE BUILDING WOE RECOMMITS FW ANCIERAGE AND RALIK NO PRFABE NTS6 NET STRIP DO TARE DD. STNDNE,IKULIO FRLOMI C SND WALL TO FOUDATION CONEC7¢NS SHALL BE IMLE NM 9001 14O22 0901 C AT NNS,ME BIONS STPIE& FS FF-41-105 12'-0'0.0 NO AT EA01 COWER WEISS 01ERYH KED W NE WAMES).FASTER 10 POY*R-WW1 FASTENERS TUDORS EVNAATON AEPCRT 110-272 CRCE1E NM s/F NNCER 1WLU ROD NLN WW1 SWUI6 T 4i WIEST PROWL A TII(D SEEMS 119 818.6.1 MINIMAE D@MOR OF 4-11O0.PRONE A KLINE SRO AT NIT LOGIEN LAG BOLTS NST 8182.1 STANDARD BOLLS PER ASTM A 307, WAGE A NM AODM A 933 HEI NUTS NO RAT MASHERS Pre—fabricated Wood Trusses 1 FAS1D€R MATOWL NEE N COW/1C I NM ROLE CONSTRUCTION EfOSED 10 FEARER,N CONTACT NM WORD,W N IAEA a 101 MOM IDT-OEPFD CON®SEE PER/5111 A 153,CR OESN/POSONNNE WICOR SEAMLESS SEE(NM TRE 304). ACCEPTABLE FIRES FCR 0110 OTRICI6: a1C EIECMO-RANG, CIDINN-RATxa SIIa-PWNG. u1E LOAW: w PS 1T OID CRWC SDI A NL FASTERS AND CONNECTORS TOUGHIE'TREATED%GOD'91A11 T STARLESS SEB. 20 PS 0I011 000 FOR ATTIC NIH MACE 15 PSF TT 04010 C STRUCTURALWNECT0S DEAD LONA 15 PS BOUT 01011 1.2 GENES NC SET SAIL RAN011 CII,NERCO .AMCES,BASS,CPS,Etc B REFER TO 11E IEONICIL ORAMC FCR LOANG REOREIENTS THAT TAE NOT TOM CR 11E I GEIS NO SHAPER AS SDN W STRUCTURAL JAMES,OR EHICRO FW CR11NEA SON. I WEIR M-TWAL NFIE EMT roIII AI I53 N STAINLESS S CROWD,CR N NFA C IIT STRUCKM TO MAIM(LE L LRAV UES GEIS E1Ck FICHES OR 0110m OKOIS EA ASTM A PLA NG SCADWAI STEEL(ATS TYPE 304} I�TIBIE C THE S TO IT LADRAWS.( RAMOSE FOR FUIWING RECONVERTS E,CATWALKS, IIF NE NOT SDN W FICHES ACCEPTABLE OBER CORERS S LNC .PIfl€D1(2 CAOMNM-RAIUs SNP-PALING ET SIRUCMRA ORAMEGS(lE NOW TELMGS,RAIFRN$G111NNS FRLNG PAWNS, 4. OWNCI,I ,WED R JCTS MPH 019FDEED PRODUCTS,IC,915011 sBWG-T ETC). WPNEY,ALG.HIED SEE.WW0315 OOINNn, D. EFW TO TE OREINENM OF g COM,UNO SATE BMW CODE IR T WICKAD 0. RYWOD SPECIE TT FCR ET MUT ID COM, 10106. ,IRK ETC FRE 90'1 LOADS,MM SPECIAL ANFNI E AT VALLEY ND TRIO F RE NAS. 1. 1W C015IIPL101 OD N9151RIIL PEAL NMS BE BEET NIH IlfMB PWWRIAIE LAMEST E a E 1030 C N R BE NSIPI NATIONAL r CE 7E I10N OL9N 99FOANE(WS)FW lE ALENxCN TMCP ASI C (PA)AM SMALL NET ST OMLO.0115 a LIE U7EST FDITMW a NOW 03NSBDCION ET L TWI CTED PROWS ASSOCIATES No THE a5N US WODUO SA RAT PS CR WA PP-703 P1FW WI(E STNDIAIIS IISTML Ns FW TETT PATE CONECIED 7003 TRUSSES,FORMED BY DE 7X65 RATE 2 SAFID00L WA RTW 9EABN0 16IIlUlE SMDPOURE RATONAS DUMMY CLASWE 10 M ET SPATAIN 1. PN IORRE AS IEQIRFD 70 9R OST SPATS EDEMA SORT PRODUCT DATA 3. NPL NO HOOFSWANK WA PAID 901100 ENRMUR CLA5IL PO. SM RANO AS REWIRED TO SAT STUD SPACING NGID. EPRODUCT DATA. A CR S EPOSD 90 OPOSURE EILWRIAT R TOtMOW UTURIAIENT: WA RATED UNTWRLI MENT. E DENIM I. AV 03101105: STOW MATERIALS CIF WOAD 01 A FIAT 911FACE,PROTECTED FROM CE ND OPER FOREIGN SUBSTAN E% ND AawA1EY IFNMIED.F SUED[MOORS,PROTECT 01 103 ND STIES IMAX SECURELY-IGPU1D FAIETPROC COVERING. 2. LUKER x9NU10 CAERILY SPECT I0101141.PECKS a WEER W MAT 10975 NO 010 DEFECTS TILL NOT N1EPEE NM KLING CR NUM MAD DEFECT*PECES EVEN F NERDY INSTALLED,LU EW ML BE RETRO RR DOTE INR,BOE CROOK CR MIDEM CR OTHER FLEWS,AS TIL AS FOR IFRCPW GRN°NO FITTG. X1415 SHALL S TRUE AW PRTCLY MOO TO PRODUCE A WISH FNH SURFACE.CTR MD FIT AS EARED 10 ACCOMODATE FANG, TGE NO OMR RECURDORS BARN-RAE 101-PIESURE-TREATED WOO MIORS N CONTACT NM DIRER COCEIE CR MADFY AFM A FRU%COAT a MWD PRESFRVAIVE,ASPHALT,CR ARID PWT. I CUBIT ANCHORAGE ND MACRON: SECURE MOD TO TORY NO C0OTEEE NTH WSONY NNS EPN60 ANIS LAG gals NO sax CR PEER-gdW1 FASIDEAS AS PPgUBATE a ONTT'ZAT POEIRATOI TO MALE NEWAE POLL-OUT NO STEM RETIREE 4,0ZA.I RE _'m o y z _ V 4 351 Lewantowicz FORESTRY STORAGE BUILDING Registered Architect O1 C STRUCTURAL PROJECT W R . 102067562 CO ' GENERAL NOTES o HAYDEIVVILLE ROAD ECT 7F- 6 cc 4 LEEDS, MA l 102 Be. Street Bwlhempbs, CEA OLCY76 Structural General Concrete Notes Design Criteria/ Performance Foundations A. STRUCTURAL FEL SHALL BE MOD IN E LEIS WPACIED TO SSS OF NOMED CPUS DEN91Y. Cast In Place Concrete B NOBAOMUNG Cf WNu soli BE MERINO Mt 9 1NNL BRACING, TOMORARY OB PERWNENT, HAS Bmf PRONMD. A RENFOROD =CRETE ROOK SLABS SNAIL ff RNID N MOST, AMMO SIRUCTNAL FIE C. 91S TESTING NO NSFECION BY NI IUPBLENT NSPECIKN AGENCY DURK PSG ROC NO RA® N 37 CATERS CQPACIED TO 9516 MIRED O AR OM91Y. C1 IPACIIUh F70M35 SWIL BE FROWSIER BY 71E OMER B. RFMTNOIG BARS SIAL W OAWED BUET STEEL BARS MO CORM O ASIA A-615-4UOE 60. B 00 NOT RACE FEL 01 FROZDI GROW. ALL SO.90NUIOBO NO DOER FOOTNCS 91011.BE IUD IME FABIC SAIL WWOII TO ASN-A-184 PROTECTED FROM MEDIC NO FROST AC101 DIEMIG TIE COn 6 C0151RUCTIOR SOL MMN HAS C MITRACRM WALL NSTNL NL *OTOS, MOO BOLTS LEUU1NG RATES, NO NL NSERTS TO BE BEEN NINO 10 Fmtn SNNL BE MM. E]. SET N CONCRETE AS EEQEED FO THE MIR 6 ALL TRADES E FDUOATONS WYE BEEN OESOER TD REST 01 IIOGNIC, UMW SO, MON WY BE COWL D. MIRROR BNS WAKED 'CONT.' a BE LAMED 40 ON OINEETS AT SPICES AND OMERS OL N USING FIE WTERAL RICH HAS BEEN N RALE N EXCESS 0 3 YEARS N COMO E°, HW® AT D6CONIWOUS DOS OD IH Fa SHALL BE UPPED 5-11016 AT END SPIKES COMACED R STRUCTURAL Ft_ 111E ALLFCRCMWG BMW TULLE ARE NIAIMR SND PDF. E ALL ONOETE WMR SHALL BE N CO M ANCE NN AO 318 MIMING OBE M.UMEIENIS FOE F. MATERIAL FO SRWIARAL RLL SHALL COMERS 10 THE F010MNG OIDAII(11k RENON® CONCRETE. NO SPEOKATIQC FOR SINICNRAL ONOETE FOR UMW (A0 N1). SEW 93 PERST PAM& F. COA7EIE 91N1 HAW 1W FOS SUM CORESSNE STFENCN AT DE A0 6 28 DAPS 3 lit 100 (DO 0RERM3 NO1W N NE SPEOFIC4R0$ 3/e 50 - 103 IM FDDTNGS E PERS 4,500 PS, 1/4' 30 - 75 S M-C HARNE 4,000 P9 5 - 45 FSC CONCRETE 3,000 PS. /100 0 - 15 /100 0 - 5 G. =ant mu FO 10113170 SNCL BE AS MIMS: 4 MINDS 6 EYRR60R F0071NS 9WL BE AT LEAST 4'-0. B WW FW9m GRADE a COIOEIE RAM N EARTIt 34436 G FUMED CONCRETE ER09D TO PARC N IADER 1. BARS AND LARGER 2-tIDES 2gems ANO MOLLER: 11/2-1106 Miscellaneous • FOALED COME NOT E P09D 10 OUWO N WAITER I. SAS NO WALLS 3/44476 A ROOK COSWUCRN OMS TO BE LOANED AS 9101E N DEM ARKS 01 AT MIMI LOCAIINS 2 KM AND CIEERS 1 1/2410ES B SFE HVAC, PURSING NO NORECDRAL DRAINED FM SEE AR LOCATION 6 (G+ CE PADS • CNOEIE STRUCTURES PEO SUS MOM 10 FOG MI TRAM DEM OCSS N EMC NOWILAWL 9001 BE F IEA AR SLEEVES MIMEO LINK FSU' MOM ARE WPROIED. 9NN MAIMS MALL BE 9EAECT W MDRM.B3C PfESSI E 91AIL BE AR-0ETRAIED 10 WW A 10W AO CHEM Al 1W Si* SIX NO CLARITY AS CNIRACT ALAMOS NO BEY °MUGS 91NL BE COOLRAIBO MN PONT OF RACEMI MDR A IOERMC 6 PWS N IMUS 1 I/2%AS FOLLOWS ODER MAID SHO MAIMS SSS FOR 11423II11 1 1/2. AGGREGATE D. NO P0N590N RI BE GRANTED FM ANY STRUCTURAL DRAMGS TO BE RUMMER FO us( AS 6.05 FOR BAIBWM 1'1 3/4' AGGREGATE SALOP MAMIOS. 7.05 FO WWI 1 I/2. AGGREGATE E G.C. SHALL CCOIONA1E 1W NIR 6 ALL TRACES TO MORE FUICONAL NO OU19NAL 02WAIBUIT BENIN ALL WPOENTS ALL ODER ONOEIE SHALL BE M-CNIPNED TO A TOTAL AR CNENF 6 2 TO 41 F. 1W 1E011110.16 REQUIRED 10 MCCESSULY FUSON DE WOR AS SIMM N RE ONIRACT MAIMED TO BE TW STIE IEWN9BUIY 6 RE W4IRACI03. WRAC ND 1E51NG 6 WI 1F. AS ERECTED BY DE ARCHITECT, SHALL BE FERF061ED BY AN IOFPBOOIT NSPECRN /MMM MOWED BY DE OMEa 01I1MCIER STALL PROW( AOEOIAE PROECIKN RE TIE GING Cf OWMETE AS ERECTED BY AO 301. USE 6 CALDW MICE 9UIL 1101 BE RATTED. K NO IOWNPITMO HAS BEM AS9IED. sieV3 79,34/ E%. vZ F fra 0 moo 'i. kV :4 N Zbi niew Lewantowiez to in STRUCTURAL GENERAL FORESTRY STORAGE BUILDING a Registered Architect PROJECT p CONCRETE NOTES O BAYDENVII.LE ROAD i�Aore 1 A21-0 1:M3 MA 102 w' Street I SouNrmpoq 11 OIRYA