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HomeMy WebLinkAboutBuilding Permit #Exception - 1160 GREAT POND ROAD 5/1/2018 (3) Location 1 1 b D No. 13'cp Date .10 -o� HQRTq TOWN OF NORTH ANDOVER + ; , Certificate of Occupancy $ �as�cMusE<� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # Sas ✓ � 5 , 5 8 Building Inspector Location I!&© rA T> c -IR C-P No. lcfq CAt3) Date IO-Q?-O NORTIy TOWN OF NORTH ANDOVER 9 Certificate of Occupancy $ SACMUS Building/Frame Permit Fee $ - Foundation Permit Fee $ Other Permit Fee $ TOTAL $ a $8 Check # � 5 ; j 7 ' Building Inspector ( I 6 0 6 -* �t►�elL �1.. Fe, ?I Ams Set- -P,t'W_A- � TSS- �0�3- TOWN OF NORTH ANDOVER MELDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING T OTHER t'H[AN A ONE OR TWO FAMILY DWELLING /v .,l < F � �kh✓K�.�fi��.€,��`Sa.��5'>�`'<. .l�i'�Y"f". �bT�llS SCCtIt3II tIC OffICIRI Use OIIl E: �+• 'it�i:.',.��N�^.'K:".':�"� �&�,.� '^Y*- 5Y��S{4)." ":l{... jC BUILDING PEIZM1T NUMBER: u t s,,T DATE ISSUED: �� z SIGNATURE: Buildin Commissioner/I of EK BuildingsDate SLq 1.1 Property Address: 1.2 Assessors Map and Parcel Number: t alo Ar16 Map Number Parcel Number C 1.3 Zoning Information: t(di NI oNe— 1.4 Property Dimensions: v Zoning District Proposed Use Lot Areas Frontage(ft) m 1.6 WELDING SETBACK$(ft) ' 1 Front Yard Side Yard, '` Reu,Yard v C Re red Pro •de Required Provided Required Provided r C 1.7 Water S M.GL.C.40. 54) 1.5. Flood Zone Infoimation: 1.8 Sew Disposal System: 1 Public Private ❑ Zone Outside Flood Zone Municipal On Site Disposal System 0 - .� w'��a4S3A.} � O �+ PON 2.1 Owner of Record A ' _ ,a?.tzlG�� ���DO Cher — N� �� e O Name(P' Address for Service: Signaturep�,�,�_ Telephone 2.2 Authorized Agent/-,U D Name Print Address for Service: Z 0 Signature Telephone m w � 90 3.1 Licensed Construction Supervisor Not Applicable ❑ Address License Number T1016.- n Licensed Construction Supervisor. y� �� l®l Expiration Date _ Signa re Telephone r 3.2 Registered Home Improvementeontractor Not Applicable ❑ v Company Name Registration Number M t i Address r Expiration Date Z i Signature Telephone - Wwcc.,, I, C 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 perjury C. ?'nm� ����� � �►�1�5 Gi���� ����� Print Na a4 Signature of Owner/Agent Date Item Estimated Cost(Dollars)to be 1 A , Completed by permit applicant 1. Building U G� (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of o6 7—o Construction from(6) 4S$ "-2- 3 z23 Plumbing �l Building Permit fee (a)x(b) Aq,s- I-00 4 Mechanical(HVAC) `f Lo,o4 1;Mr o e..CC) 5 Fire Protection vo t,e�Th. 8( off 6 Total (1+2+3+4+5) Z7— Check Number �,MEE v{ -..l d."Rd, 4 d ;i�a�s+ �yT �S r',f zU - .ri�i NO.OF STORIES SIZE -P)LY►/1�_.t'v p e �V I BASEMENT OR SLAB " �— 14$ SIZE OF FLOOR TIMBERS 191 2 No 312D Z�I� ZX ZXl � SUSS SPAN ' DEMENSIONS OF SILLS ' Z DEMENSIONS OF POSTS ZX CKtS41AS "Z i—U dS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING I-Z�„H X 2 „ MATERIAL OF CHIMNEY Sg N PIP— IS BUILDING ON SOLID OR FILLED LAND J IS BUILDING CONNECTED TO NATURAL GAS LINE 5 New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. 0 Demolition 0 Other ❑ Specify Brief Description of Proposed Work: bot/ USE GROUP Check as applicable) CONSTRUCTION TYPE A Assembly 0 A-1 0 A-2 ❑ A-3 0 ]A ❑ A4 ❑ A-5 ❑ IB ❑ B Business 0 2A D C Educational ❑ 2B D F Factory 0 F-1 ❑ F-2 ❑ 2C ❑ H I-bgh Hazard ❑ 3A ❑ IInstitutional 0 I-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile 0 4 D R residential G�/ R-1 ❑ R�-2 R-3 ❑ 5A 0 S Storage 0 S-1 ❑ S-2 0 513 ❑ U Utility 0 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: MR BUILDING AREA EXISTING if applicable) PROPOSED Number of Floors or Stories Include Basement levels 3 Floor Area per Floors sr N ! b ZoZ Total Areas g Total Height ft 2 f Independent Structural Engineering Structural Peer Review Required Yes ❑ No SECTION 10a Owner Authorization- TO BE COMPLETED WHEN j OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property Herebyautlrtnze Q —t t •t to act on e�half,in all rs relative two work authorized by this building permit application (U - 2 - y) Signature of er Date 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. Si ned affidavit Attached Yea..... No.......❑ 0 A ssETTox s-r»o jatri r CONSTS[TC XIQN COItOL Pi# T TCS 1 € CO M0A7t POO, S'A ) 5.1 Registered Architect: _ Name: t C oston 44;; Address a _ Si ature Telephones ;5.2 Registex+ed�Professionai 1�n �s� , i Name:� Area of Responsibility . 2 Adess: Registration Number dr ` X28-5 Expiration Date S_ignature Total Not applicable ❑ Name: Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 5 Y Not Applicable ❑ Company N e: P �GIpA �1DP , Responsible in Charge of Construction MAScheck COMPLIANCE REPORT Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I I I Checked by/Date I I I CITY: Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 8-22-2001 DATE OF PLANS: 08/22/01 TITLE: MURPHY CONSTRUCTION PROJECT INFORMATION: BROOKS SCHOOL BUILDING ,2 COMPLIANCE: PASSES Required UA = 906 Your Home = 716 Area or Cavity Cont. Glazing/Door Perimeter R-V U- Value R-Value U Value UA i ------------------------------------------------------------------------------- CEILINGS 2459 30.0 0.0 87 WALLS: Wood Frame, 16" O.C. 4120 19.0 0.0 248 GLAZING: Windows or Doors 771 0.340 262 DOORS 96 0.410 39 FLOORS: Over Unconditioned Space 2459 30.0 0.0 80 HVAC EQUIPMENT: Boiler, Gas Steam, 85.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CHR 1310 and J4.4. Builder/Designer Date ORTH Town o �.: � Andover O _�...+nv _.ww. i .. M No. ~ T C% - LAKE - O. dover, Mass., ep 3 0/ If, COC MIC MEWICK y�. A0RATE0 1`P�'�,�5 SSACHU5� FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ...... ..,.. nO0 ...................5.4.00............................... ........................................................ �1`� coA� PvU�C �� has permission to excavate and pour foundation at .. ............................................................... .............................. forthe purpose of.... ................ .... .......... ................................ !a....v.....y........................................................ The person accepting this permit must return to the office of the Build'n Inspector a certified plot plan show of building thereon before Foundation will be inspected. 9,0 �i a /o o /--0 go•%• 4 /oc o?� oAS VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and-without UNLESS CONSTRUCTION STARTS j assurance that a permit for entire building structure will be granted. . .. .............................. BUILDING INSPECTOR 5 I I I I MAScheck COMPLIANCE REPORT I, I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I 1 Checked by/Date I I I CITY: Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 8-22-2001 DATE OF PLANS: 08/22/01 TITLE: MURPHY CONSTRUCTION PROJECT INFORMATION: BROOKS SCHOOL BUILDING 2 COMPLIANCE: PASSES Required UA = 906 Your Home = 716 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 2459 30.0 0,0 87 WALLS: Wood Frame, 16" O.C. 4120 19.0 0.0 248 GLAZING: Windows or Doors 771 0.340 262 DOORS 96 0.410 39 FLOORS: Over Unconditioned Space 2459 30.0 0.0 80 HVAC EQUIPMENT: Boiler, Gas Steam, 85.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date I MAScheck INSPECTION CHECKLIST �. Massachusetts Energy Code ,MAScheck Software Version 2.01 MURPHY CONSTRUCTION DATE: 8-22-2001 Bldg. 1 Dept. 1 Use I I I CEILINGS: [ ) I 1. R-30 I Comments/Location I I WALLS: [ ) I 1. Wood Frame, 16" O.C., R-19 I Comments/Location I I WINDOWS AND GLASS DOORS: [ l 1 1. U-value: 0.34 1 For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location I I DOORS: [ ) 1 1. U-value: 0.41 I Comments/Location I I FLOORS: [ 1 1 1. Over Unconditioned Space, R-30 I Comments/Location I I HVAC EQUIPMENT: [ ] 1 1. Boiler, Gas Steam, 85.0 AFUE or higher I Make and Model Number I I AIR LEAKAGE: [ ) I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: 1 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. 1 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement. from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can ` I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I I DUCT INSULATION: [ 1 I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ ] I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ ] I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" 1 Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 1 Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 1 [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1.25" 1.5-2.0" 2.0+" 1 170-180 0.5 1 1.0 1.5 2.0 1 140-160 0.5 1 0.5 1.0 1.5 I i ► 1 100-130 0.5 1 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- 0 I ORTH oven oAndover 0 No. ~ o, dover, Mass., / 0 3 0 T O -- LAKE COC I/ICMEWICK V ADRATED SSAC HU5� FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT ...... ..6—Plelo ................5.!40-01........................... ....................................................... has permission to excavate and pour foundation at .. ..//ka..................COAD �ej��P Rel ........................................... .............................. for the purpose of....�'�� �/ Q�. U^� C Ny 1'1'1 e- �a .... ................................................... ......................................................... The person accepting this permit must return to the office of the Buildin Inspector a certified plot plan show of building thereon before Foundation will be inspected. 9,0 �i a /00 /=o go^' 4 a 4 /oo o?/ 0As VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and-without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. .. .............................. BUILDING INSPECTOR NORTH 1'f't gOC. own of ���,.E D , over No. I q4 UvA i - " oLACOCHIC IC1l[� dower, Mass., odl ADRATED S H E BOARD OF HEALTH PERMIT T D . Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.........�1W20c .... mtww �►. .. 4�41C.( {.Y......C,A!�?t �.lil��!.... ,�... A, �...... Foundation has permission to erect.......wePA............... buildings on .....%!06v......!. P,CV?v ...a 4r>............. Rough to be occupied as.............................r.A..21t........ ... o sf.!�Qr...'...r�.iu ..e , .....u.N�.�► ..�.np~.............. Chimney provided that the person accepting this permit shall in every respect.conform to the ter s of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough 001 4 ....................�.............................................................................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner ` '#o 3�3E3o Street No. SEE REVERSE SIDE Smoke Det.. NORT, %,ED Town of � dover = M.. 10 No./901 liwor A • OeToP�E1R 25, �0••1 -aL%%t.b,�ct�• �„ ��A COCHIC16,1 dover, Mass., ORATED 7 H BOARD OF HEALTH Food/Kitchen PERMIT T D . Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.........�... .0e0W.K* ....�t.'��1�Do�►.. . Ul�' .I�. Y....L..O..!Li4�'...opt.:Tr p-a.......... Foundation has permission to erect......W.aarw�................. buildings on ....1. . ...0 S I"..^I�Ea!� ���004;:: ............ Rough to be occupied as..........................F 4�►'.'.. ...�r4?;As.tL�-...A....ob�...(�U!*. ....A*.......................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough Service BUILDING INSPECTOR Final Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner S• a- 3'380 Street No. T SEE REVERSE SIDE Smoke Det. ' iJob Truss Truss Type ,Qty +Ply johnsong76232sam n A213565 001 COMMON 32 1 9 (optional) ("D WOOD STRUCTURES,BIDDEFORD,ME_04005,sam 4.201 SR1 s Nov 16 2000 MTek Industries,Inc. Fri Oct 19 07:13:17 2001 Page 1 a. r7 -1-0-0 5-11-3 11-6-0 17-0-13 23-0-0 24-0-0 N 1-M 5-11-3 5-6-13 5-6-13 5-11-3 1-" Reviewing is only for conformance with-itti&.4 co design concept of the project and compliance N f� f� 4x4- with the information given in the Contract CD lei L� Documents. 'Che Contractor is responsible for ry 4 dimensions to be confirmed and correlated at OCT 2 3 2001 the site; for information that pertains solely to the fabr.c_ition processes or to the means, OLSARCE SECIS T D. ou metho&l .r;cti tiques, sequences and procedures constructicm,' and for coordination of the work of all traaes. ZQ/ite on, Lewis & I,loll 9.00.r 2x4 �:�LJ.tects & Planners, Inc. \� 5 17 Elm t zehester,Ma ac 0 944 LU x at 0 BY. Accepted ❑ Revise/Resubmit Clf� ❑ Accepted As Noted Not Accepted (A Q O 3 2 6 7 i7 46= 9 10 6 11 12 4x6- 5x6= 11-6-0 23-0-0 r 11-6-0 11-6-0 1 Plate OffsetS X 20 Pomerleau Street ❑ HPIM gp ❑ Appy M AS NOT® ❑ NPT Mpy] P.O. Dox 347 TRUSS PLATE INSITUTE WGM 6lddeford Maine 04005 INSP= PLANT Na 82 5y1ea p r, STRU�TURE3 Tel;800-341-6612 Truss manufacturer — Member TPI FORM 814 INC. Fax: 204-282-2423 �pllggryr ;Job 7010russ Truss Type Qty Ply Johnson 876232 samA213565 COMMON m 32 1 i "o WOOD STRUCTURES,BIDDEFORD,ME.04005,sam o tional 4.201 SRI s Nov 16 2000 MiTek Industries,Inc. Fri Oct 19 0713;17 2001 Page 2 ro LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP rid TCLL 35.0 Plates Increase 1.15 TC 0.76 Vert(LL) -0.23 6-8 >999 M1120 169/123 N TCDL 10.0 Lumber Increase 1.15 BC 0.93 Vert(TL) -0.55 6-8 >495 N BCLL 0.0 Rep Stress Incr YES WB 0.60 n°Di BCDL 10.0 Code BOCA/ANSI95 Horz(TL) 0.05 6 n/a (Matrix) 1st LC LL Min Udefl=240 Weight 85 Ib m LUMBER TOP CHORD 2 X 4 SPF No.2 BRACING TOP CHORD Sheathed or 3-5-2 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S Stud"Except" W1 2 X 4 SPF No.2 REACTIONS(Ib/size) 2=1412/0-5-8,6=1412/0-5-8 Max Horz2=-246(load case 2) Max Uplift2=437(load case 4),6=-137(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=54.2-3=-1685,3-4=-1295,4-5=-1295,5-6=-1685.6-7=54 U BOT CHORD 2-9=1253,9-10=1253.8-10=1253,8-11=1253,11-12='1253,6-12=1253 LO`" WEBS 3-8=-439.4-8=875,5-8=-439 W NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead cn load,5 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 64 ft by 23 It with exposure B ASCE 7-93 per BOCA/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The o lumber DOL increase is 1.33,and the plate grip increase is 1.33 3 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 Ib uplift at joint 2 and 137 Ib uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard r7 v i n 20 Pomerleau Street P.O. Box 347 fEl APP VlM ❑ APPlri m As Nom NOTdpMV1 TRUSS PLATE INSITUTE Biddeford, Maine 04005 D�SP&CM PLANT No. exSTRUMgES Tel; 800-341-8612 !�' Truss ma INC. Fax: 204-282-2423 nufacturer — Member TPIFORM 814 c.) CtJU J. 6 0 a a 1 • 3'3 0-0-4, wUUD SFRUCTURES INC. • C. 7;1 0' ••• 207 282 2423 P.04/06 6 6 46) = 0 CD cn 0 7:1 CD [J iobj Truss Truss Type Qty Ply Johnson 876232 sam A213565 002 COMMON 4 1 Ln � o tional WOOD STRUCTURES,BIDDEFORD,ME.04005,sam 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Fri Oct 19 07:13:19 2001 Page 2 CL ro LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP v TCLL 35.0 Plates Increase 1.15 TC 0.15 Vert(LL) n/a n/a M1120 169/123 TCDL 10.0 l Lumber Increase 1.15 BC 0.10 Vert(TL) n/a - n/a A BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 11 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Vdefl=240 ! Weight: 101 Ib r` LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF-S Stud*Except* WEBS 1 Row at midpt 6-16 ST5 2 X 4 SPF No.2 REACTIONS(Ib/size) 1=160/23-0-0, 16=186/23-0-0, 11=160/23-0-0, 17=213123-0-0, 18=233/23-0-0, 19=174/23-0-0,20=348/23-0-0, 15=213/23-0-0, 14=233/23-0-0, 13=174/23-0-0, 12=348/23-0-0 Max Horz 1=-219(load case 2) Max Upliftl=-42(load case 2), 17=-47(load case 3), 18=-54(load case 4), 19=-38(load case 3),20=-75(load case 4), 15=42(load case 2), 14=-54(load case 4), 13=37(load case 2), 12=-75(load case 4) J Max Gravl=160(load case 1), 16=186(load case 1), 11=160(load case 1), 17=221(load case 5) 18=233(load case 1), 19=174(load case 5),20=34.8(load case z 1), 15=221(load case 6), 14=233(load case 1), 13=174(load case 6), 12=348(load case 1) M FORCES(lb)-First Load Case Only � TOP CHORD 1-2=54,2-3=-102,3-4=-85,4-5=-90,5-6=22,6-7=-86,7-8=-90,8-9=-85,9-10=-102, 10-11=-112 BOT CHORD 1-20=28, 19-20=28, 18 19=28, 17-18=28, 16-17=28, 15-16=28, 14-15=28, 13-14=28,12-13=28,11-12=28 ry WEBS 6-16=-145,5-17=-174,4-18=-188,3-19=-153,2-20=-260,7-15=-174,8-14=-188,9-13=153, 10-12=-260 f- U7 a NOTES � 1)This truss has been checked for unbalanced loading conditions. 3 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psi top chord dead load and 5.0 psf bottom chord dead load,5 mi from hurricane oceanline, on an occupancy category I,condition I enclosed building,of dimensions 64 ft by 23 ft with exposure B ASCE 7-93 per BOCA/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" u*) 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. I Continued on page 3 T 20 Pomerleau Street ❑ erMyn ❑ mor® AS KOM ❑ NOT AMOY P.O. box 347 TRUSS PLATE INSITUTE WDM 6iddeford, Maine 04005 nrsrWIren PLANT Iro. as Syne pa, STAI�TIIR� Tel; 800-341-9612 ;�"''� Truss manufacturer - Member TPI INC. Fox: 204-282-2423 FORM B14 (q�Qry Job Truss Truss Type I Qty Ply Johnson 876232 sam I !A213565 002 COMMON !4 i 1 m WOOD STRUCTURES,BIDDEFORD,ME.04005,sam o tional 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Fri Oct 19 07:13 NOTES :19 2001 Page 3 � N7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 Ib uplift atjoint 1,47 Ib uplift at joint 17,54 Ib uplift atjoint 18,38 Ib uplift at joint 19,75 Ib uplift at joint 20,42 Ib uplift atjoint 15,54 Ib uplift at joint 14,37 Ib uplift atjoint 13 and 75 Ib uplift at joint 12. 8)This truss has been designed with ANSVTPI 1-1995 criteria. N O N LOAD CASE(S) Standard C- Q N V Z co W V H co A O O 3 lD m CD N T 20 Pomerleau Street �� U P.O. Dox 347 TRUSS PLATE INSITUTE " O D "� N0� xor ainot►1 Biddeford Mains 04005 �� �� INSPIX-M RM NQ 82 tch 800-341-8612 ;r' ' Truss manufacturer — Member TPItO °ateR� Fax: 204-282-2423FORM 814 � DRAIN OUTFALL 0 .90- 'i 4 e, 93 �b S 0 S SAN. 1 90-01, it G DRAM CHEOQD SCALE IA71EPRM N0. MnE EJJ JLS 1 40- 10/05 01 01 -4393 RFS SHUMWAY BROOKS FACULTY HOUSING M Rlst—Frost—Shumway Engineering, P.C. REVISED BUILDING LAYOUT CNO. 2R Consulting Engineers REV 71 Water Street, Laconic, New Hampshire 03246 PLAN