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Home My WebLink AboutMiscellaneous - 521-523 Waverley Road sz - s 3 !J�9VF7Zy 2a _ _ BUILDING FILE Date. C2 .....6. i HoRT" " TOWN OF NORTH ANDOVER PERMIT FOR WIRING ,SSACNUS� This certifies that ......... 'f"5........c.A..�yw ......51,6-C-2 ...... has permission to perform ................. ........................ wiring in the building of......... ,$' ?..5.�`''..................... at...... .....��!/E/24V., ?..................... .North Andover,Mass. ........ ......... z Fee. 3.�5......... Lic.No. 70..... ! .... .....y ......... ' ELECTRICAL INSPE&MR Check # 0 V 6741 Commonwealth of Massachusetts I ": 7 Department of Fire Services ')cc, anc\ ii ip, id FcQ l 11cckcd BOARD OF FIRE PREVENTION REGULATIONS APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK M1 %yi-k�o i,e IL''-Ac(\% L IR I-1.A I'L E.IISEPn i.%r i.1, i.\i�()R TYPE-I L L . FO . 1.1 RA", Date: City or Town Of:1-1 c rolhc h 's/1,!Cor ol Til-c'.. % this 1pjfllc;ltloll the ullders* d i�cs Ilkilicc ot'llis or licr flit lit, II [ 31 7 !PlJI't'0l'II1 ills de-,crilied Location(street & Number) �el Z-v Owner or Tenant 2&-�CJ060 Owner's Address Is this permit in conjunction wA, a huil ng permit? Yes L] Vo ❑ (Check appropriate Box) Purpose of Building (b,- ;(407 Ltility Authorization No. Exi5ting Service Aulps Volts 7 )Vel-Ilvad 0 Undgrd ❑ No. of deters New Service Amps Volts Overhead [:1 Undgrd ENo. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electric, ork: C C', - No.of Recessed Luminaires NO.Of Ceil.-Susp.(Paddle)Fans No.Of Transformers KNA No.of Luminaire Outlets No.of Hot'rubs Generators KNA .No. of Lliminaires0. 0 mergen y Lhting Swimmini! Pool igF] Ratitcry Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS [No.-of Zones No.of Switches No. of Gas Burners No.of Detection and No. of Ranges Total Initiating Devices No.of Air Cond. 'rolls No. of Alerting Devices ' —at I No. of Waste Disposers Heat Pum-P-F—Numher Ions KW No.of Self-Contained Totals: DetectioniAdlerting D&Wes- No. of Dishwashers SpaceiArea Heating KW Local "1111'e'pal F-1 Other Connection No. of Dryers HeatingAppliances KW Securilh Sy,stell.ns No. of Water NO.o — No.of Devices or Equivalent Heaters KW No.Of Data Wiring: -_Si ns -S!gns Ballasts No.of Devices or Equivalent :No. Ilydromassage riathbibs NO. of Nlifitors Total Hp telecommunications Wring: OTHER: or EquiNalent tbn;tt,:d V,iluc d Ficctrical %V��Tk: leo n-'quired ��ork to rcction-s to be k:C11.1c�tCLI in acc:(xd;lnce 0h EIEC Rule 10. and upoll Culliplutioll. IN Sl-RA N(E CO'll,LRA(.'E: 1 h} tht:umicr. I,) pu mit lur the FCI-l(;I-IIIiIllL,:'J I tic ti I)Ic 1'. I p 11111. , %L..... �ntl "It, : K.U&—i ti)j 11, I:--".,A 11A N II , —ALI �1% �W.s 1\.S1 , " V ' . ' : ill at I, lit: I' I Alo.k ;nvi i r 3 �, Date..../1, ,2-0 —06 t NORTH TOWN OF NORTH ANDOVER PERMIT FOR WIRING �,SSACHU This certifies that 3— S N! v ...... ............................. ...................... has permission to perform � � C0� ....M................................ ....................................... wiring in the building of.......f.:E S�f�, ....................................................... Z �U2 L �/ ..... ,North Andover,Mass. Fee..�....T........ Lic.No. d I sl . 3 7a �} r!.......... .............. �%y ,j,.. ..(./.�.. ... r ELECTRICAL INSPECTOR" Y Check # Z 6`/ 4f.1 Commonwealth of Massachusetts 7 z/0 Department Of Fire Services —--------- Ckcuranc% w� I Fcc Chvcked BOARD OF FIRE PREVENTION REGULATIONS [Rev, 1) oil APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK Ml %.);,k.o il,Q i-cocm.%�d (he Dat Ch or Town of: % this .!Fjfll' Location(street& Number)_ Owner or Tenant .4 4AI //:9 I Owner's .Address Is this permit in conjunction with uilding permit? Yes No El (CheckAppropriate Box) Purpose of Building Ltilltv Authorization No, SWoO-j,7 Existing Service- Allips i Volts Overhead land rd❑ No. of Meters New Service /00 Amps �IVVOlts OverheadF-] Undgrd No. of Meters Number of Fecders and Ampacity Location and Nature of Proposed Electrical Aork: No.of Recessed Luminaires No.of C c i I--s u s p. PP addle)Fans No.o Total Transformers No.of Luminaire Outlets No.of Hot'rubs Generators KV,k In _N_-_)TE_ e-gene, No. ()r Luminaires Swimminte! Pool •kbove r 0.0 merg ney ughting .J .1 griid. natttry Uuits No.of Receptacle Outlets No. of Oil Burners FIRE A.L-ARNIS No.-o-f Zones No. of Switches No.of Gas Burners 10.of Detection and No. of Ranges Initiating Devices No.of Cond. rons No.of Alerting Devices No. of Waste Disposers Heat Pump Number Ions I KW___Vo._0f Self-Contained Totals: I I DettetioniAleriting Devices No. of Dishwashers SpaceiArea Heating KW Local[I VIonicipal Other Connection No. of Dryers Heating Appliances ri It KW �s ems: No. of Water evices or Equivalent Heaters KW of Data Wiring: ._ S!gns Ballasts No.of Devices or Equivalent :No. Hydromassage fiathtobs No, of Motors Total tip I clecommunications Airing: OTHER: f Devices or EquiNalent tiin:ttk:d V,ALIC 61 Flt:Ctl-iC.Ll %Vrk: I Vk iMl I-VI.Juired by nitinicipal L�iwk to '�t;irt: 111:� Fcctio"13 to be YCCJLIL�tCd in A ith EIEC Rifle'I(ji. Ind ILIP011 0AIIIAtioll. '.\S(-11A NC E 0A LRAGE: I. Icimit to the I.-co(jilklIlt-C ij ;rk :)"I) I _-uc c L:I I I,V: n roo f includilli! c7rawn !%,- ,c ti I Ilk:I" A Lh iLl �;I, _iLil 'd ' �:. /. it. (,.ho.k t:nul 10, P- � Z - O Date. " &.. ... .. }' H°RTM o� '` TOWN OF NORTH ANDOVER D PERMIT FOR GAS INSTALLATION ♦ 9 �9SSACH SES This certifies that .- . . :. . . . . has permission for gas installation_._, . . . . . . . . . . . . . in the buildings of` �A . �.,-- . . . . . . . . . . . . . . . . . . . . . . . . . at /. . . .f. ��''. . . . . . . . , North Andover, Mass. e✓ Fee.,��. .� Lic. No.. . .�n�?! �/�'� r,.�'. . . . . . . . . k GAS IN X Check# / 55 `I � MASSACHUSETTS UNIFORM APPLICATION FOR INlnl al Type) R PERMIT TO DO GASFITT(NG 0 Q�Mass. Dalc Building Location Permit u Owner's; Name �C Ncw Type of Occupancy 5 Renovation Replacement O Plans Submitted; Yes O No N CC V1 W N >< Z N N cc U N w w h rt 0 ac N F x Cr u J N W _ r- >- < W r 2 1 ¢ H F W ¢O O 'Q ~ W yl ko1 < V1 W U W = ): �' VI 4 C cc �I < Q O O > W y l:J C W h- W f. _ < W > cc W C H >- V m Y o h W J h W C Z O U Y W 7 O V O O W p a H U W Y SUB—BSMT, B A S E M E 14 T IST F L 0 o n 4 2110 FLOOR JROFLOon IT11 FLOOR STII FLOOR 6TH FLOOR 7TIr FLOOn r _ BTH Lo caning Company Name <� f ;'oar c s s Check one: CerlIfIcale tibk� L'� Corporation C usincss Telephone a_g O Partnership amc of Licensed Plumber or Gas Filler „ j ❑ Flrm/Co. +SunANCE COvEnAGE: current liability Insurance policy or its substantial equivalent which meets lh_e requirements or MGL Ch Ycs ❑ No ❑ you Nave checked es, pl•_ase Indicate the 1°- type coverage by checking the Appropriate box. = ''-3511ny Insurance policy ❑ Other type of Indemnily ❑ w,gER S Ir4SUnANCE WAIVER: I em aware that the licensee does of ave Bond ❑ spier lag of the Mass, General Laws, and that m 9 P h Y sl nature on this permit Application Insurance waives this requirement.uy of Ownor of O++nel s A Check one: gent Owner❑ Agent ❑ 0'6cY C6i11ti Ihdl dii of the details and Inlolmallon I have submitted lot - large and lhal all plumbing work and Installatlons ' �•enl p10vi lion s of the Massachusetts State Cia3 °dormed under the to( thisaappll re bu° end °aural• to the best cl rnr Code end Clleptel I p PP cation will be In compll•nce with al, 2 0l the General ws• ` T '+ f Ucense: I lumber stillor '9 r dtule o copse um el or o"n aster di IIIQr n T�TbT fT� Journeyman Ucens° Number 2, i Date r' 5 y 4 .0 RTM 1� TOWN OF NORTH ANDOVER . o �► PERMIT FOR PLUMBING ,SSACMUS� This certifies that . . . . . has permission to perform,. . . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . . . . {� . . . . . . . . . . . . . . . . . . . . at . �- �!!� �. . . . . . . . ., North Andover, Mass. a Fee. Lic. No .. . . . . . . . . . . . . . t PLUMBING INSPECTOR Check 69 '10 MASSACf;UScEj I UNIFORM AP i C PL ��O c 0trrt rTypel N FOR P_�MI"i TO 00 PLUMBING 1� ass. Cate ��r111 w EuTding Loaticn �591 Own e s Namecl —/ Type of Oc=�pzrI 5 New l� Renvvztlen a Fe^lac_ r 'nGnt ❑ Plans Submrtted: Yes ❑ ^- St:dER TURES S'c?TIC ►- eaW3y c } y qu y U C n C) N ` V y cc ty y ]C < 4 \L Qr X C W = W .( C C < 3 c C = � < > �' G 0. y/ �, - d 0 H < Y < W W W U L j sus—�zMT. i I I I I I I I c I I i l l 1A3ZAJNT I I I I i l l l I I I I I I I I I I I I I ,S- FLooR I I �I I I 111 I I l r l 1 1 1 1 1 1 1 Zro.FLOOR III .. IIII F' F L o o n l 1 1 1 1 1 1 ................I I f <-H FLOOR I I l l l l l l l l l l s x FLOOR Ti i l l l l l l l l l l l l l l l 47H FLOOR I I I ( I I I I I I I I I I I I I 77X FLOOR I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I d�H FLOOR I I I I I I-ItI I I Irstalflr,q C;r-iczny Name_, Address �hec. one: Cerjrlc:to Corper.tkn 38 6 °usinc:s T Ce;,hcne ' CD Fartn=hip Name d Uee:zs� + ❑ Fum/Co, ; Plumbs Q INSURANCE COVERAGE: 1 terve a cTrent bbUlty lnau=c- pcllry or its rubstantia.( c:uivalent Which meets the requirements of MGL G. 1=2 Yes 0 No [3 Ii ycu have e'lecke:d IS pfese V4Qte the type ccv=gc by C!1e--AII the appropriate box A Ila.bT?ty Insurance pc icy ❑ Other type of Indemnity ❑ Bond ❑ OWNER'S INSURANCE WAlVE1: I am aware that the f1ce:sce does not have G�pter 1.42 of the Mass, General Laws. and that my signature on thls pG-mk app a [rLsuranc-'atJcn s the is 9creruire-``v Check one: Scnauu. or O«ner cr Owns 4ent Owner ❑ Age-it ❑ ""by ='t''fy that all of the deturls and Womution I have zubmr ted (or entered)in above appGaGan L.i0'*I and that 4 plumbing work and hsWlaUons are he and zamtr to the ��c(Pv�z .-.� .nt Dr oru.of the g C_,de a under the perrl izs•ed (or this aaPGczUcn ml be in cmpav=YiL• z2 �L'tu:atb Stah Pltdnbing C.oCe and � ter 142 0(�tNhsGinval Laws/ sirU. .�gnature of lJcxnsea lumov �� Cv/Town Type of Licnse: blaster d Jcumeyman ❑ 1 ri - c NLY) L;=-ns. Nurn6v Q'�- N/F CI ARDELLO I.R FND 253.92' 1 S S6o, � 659, O EXISTING I.R EXISTING FOUNDATION s FND Noaas'oa"w FOUNDATION ! � � I r ^� > •moo, Ivo Ul 10.0 Wo I bc EXISTING {4 rn > I EXISTING FOUNDATION i �D I v FOUNDATION #3 mZ I rn Z 10.0' m I r m z-, I o y � i o o I O Z F �s X �'_ I O C 0 o(n I I 9: p p Rt~P >z I c O 0 I y Z X-1 1 -- 8A.01 INCLUDING MARENGO STREET 6 69, AREA=61,104 S.F. L-348 72' 2 -1.40 AC. L=540.85, 3632.25 :ROLw R _ Y I (PUBLIC-66It NIDE) �J NOTES 1. SEE BOOK 727 PG. 397 FOR SITE DEED. SEE ASSESSORS PLAN �jMAP #22 LOT #4 AND #5 FOR SITE. O1' LAND N 2. ZONE DISTRICT OF SITE IS R-4, SUBJECT TO COMPREHENSIVE IN PERMIT. NORTH ANDOVER, MASSACHUSETTS M DRAWN FOR a $ 1 HEREBY CERTIFY THAT THE BUILDING IS LOCATED ON THE HIGHVIEW LLC. LOT AS SHOWN 1501 MAIN STREET—SUITE 47 � a TEWKSBURY, MA 01876 V SCALE: 1"=40' DATE: FEBRUARY 15, 2006 0 20' 40' 80' 120' j u'.r'�ht t� ,~` MERRIMACK ENGINEERING SERVICES r4211.510,6 66 PARK STREET STEPHEN E. ', R.\L.S. DATE ANDD VER, MASSACHUSETTS 01810 ;>,.3/ Date. . . . .. . . . . .. . .. . ,AORTH 0 14,0 TOWN OF NORTH ANDOVER • PERMIT FOR GAS INSTALLATION �,SSACHUSEt .. This certifies that . . . . . ... . .7� has permission for gas inst llation,/. . . . . . . . . . . . . . . . . . . . in the buildingsof . . . . . . . . . . . . . . . . . . . . . . . . . . . . . at . . � . 1, ��- . . . . . . . ., North_Andover, Mass. Fee.e�, . . . . Lic. Nor&3. .6?-: . f GAS IN SP CTOR Check# 5 5512 .�� MASSACIUSETTS UNIFORM APP (n lnl or type) LICATION I I FOR PERMIT TO DO GASFIT-TING Mass, Dale D�Q Building Location Permit a _ —_Owner's Name"�L*S'ilC f� CA New �--� Type Of Occupancy S Renovation ❑ Replacement Q Plans Submitted: YesQ No ❑ Lq W In X V1 ¢ V( u z W V1 40 VI W Ou iN- X F VI N Q Y I 1 u l O — Q J q < C O O > W y Z �[ C W W ~ W r = 6C O Z. 1 m Z 0 z WJ CK Z O V ZI+. O C Cj7 C O O W 4 O X SUB—B5MT, J u ¢ yIL o BASEME14T iSTFL0on 2110 FLOOR 780 FLOon y ` Ar eTll FLOOR 5TIt FLOOR 6T11 FLOOR 7TI( F L 0 0 n 8711 FLOon ^aliing Company Name ��Crc37 Check one: Cerllllcale �Corporallon C css .. Tcicplon c p artner sh P ,3-"')c or LIccnscd Plumber or Gas Filler tQ Flrm/CO ''SlunANCE COVEnACE: current "011lty Insurance policy or ns substantial O No e quNalcn t which rTseels the requirements 7O'� rtayc cneckrd�s please Indicate the — q n1enis of MGL Ch. lad ��lin Insur hype coverage by checking the appropriate Y ince policy ❑ box. Other type of Indemnity Q ti,tiF{� S IrgSUf1ANCE WAIVEn- I em aware that the licensee does Bond ❑ - :)Ice 142 of Inc Mass, General Laws, and that m not have the Insurance coverage requlred by MY signature on Mils per appllcallon wale ° 01 O nor or finer s A CS IhIS requl(emcnl Check one: - gent OwnerQ Agent Q ° °=Y -'Ilry Inas all of the del+lls and Inlornsellon I hev -'1c�' 'nO Thal all plumbing work and Instillations ° submitted (or entered( In above a I enl o'o^I'on, of the Miss.afhu$6117 State Gas °�Olmed under the PPlcallon ere Code end Pelmll Issued for this a II bue and eccurale to the bell c1 r.r Cls+Peer 112 o the General PP Callon will be In compliencle with III, e 7 VWs. '+ f Ucense: ` f lumber slillor 9naluIe o conse um er or as tiler �slcr r�.r �� Jo Urnoyman Ucense Number 2 Location No. � Date ��C9 MaRTN TOWN OF NORTH ANDOVER �? ow a Certificate of Occupancy $ Building/Frame Permit Fee $ Ss�cNusE 9/Frame `A Foundation Permit Fee $ Other Permit Fee $ e✓ TOTAL $ Check # f0�d 18820 // Building Insp6tor Location No. G Date NORTh TOWN OF NORTH ANDOVER O:t.ao 4,, F?;• a Oy WT pw G � Certificate of Occupancy JACNUSEt� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL Check # Building Inspe6tof O®N roll, T OF NORTH OVER BUILDING DEPARTMENT APPLICAT1tDN TO CONSTRUCT REPAI&RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING 771 BUILDING PERMIT NUMBER: DATE ISSUED: j �� i� _ M � -� X SIGNATURE: An,� Building ommissioner/I or of Buildings Date SECTION 1-SITE INFORMATION I Z 1.1 Property Address: 1.2 Assessors Map and Parcel Number: O Map Number Parcel Number 1.3 Zoning Information: 1.4 Propert Dimensions: 6 yo�3 X7 3 y9 Zoning District Proposed Use Ld Area Fronts ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard R 'red Provide RegWred Provided Required Provided 1.5. Flood zone Infomution: 1.7 water Supply M.G.L.C.4o. 54) 1.8 Sewerage Disposal system: Public ❑ Private ❑ Zone Outside Flood zone ❑ Muoicipat ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT rifsTorlc is riC : Yes No 4 2.1 Owner of Record /6 6A) L�� '�� 0) iW Name rint) Address for Service 16 x500 Signature Telephone 2.2 Owner of Record: t Name Print Address for Service: 4 Z Signature Telephone m SECTION 3-CONSTRUCTION SERVICES 90 3�Iicenscd Cons ction Supervisor: ) Not Applicable ❑ Licensed Construction Supervisor: (> � License Number Expiratio Dat ic ignature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable Company Name Registration Number M Address r Expiration Date Z Signature Telephone SECTION 4-WORKERS COMPENSATION(M.G.L. C 152 § 25c(6) x 1 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.....A No.......0 SECTION 5 Description of Proposed Work check all applicable 1 New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFFICIAIL USE O.NI.Y Completed by permit applicant 1. Building /Z� G (a) Building Permit Fee 77 ! Multiplier 2 Electrical a0 (b) Estimated Total Cost of Construction 3 Plumbing 0i Building Permit fee 4)X(b) 4 Mechanical HVAC far'> 5 Fire Protection /tfl 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work airthorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge ` and belief I'ri /Agent Date NO.OF STORIES SIZE O 4" / BASEMENT OR SLAB !Z SIZE OF FLOOR TI HERS 2ND aiC/U 3 RD SPAN DIMENSIONS OF SILLS cZ e-/o x), i DIMENSIONS OF POSTS XY DIN ENSIONS OF GIRDERS X/ HEIGHT OF FOUNDATION THICKNESS /d` SIZE OF FOOTING X / MATERIAL OF CHIMNEY Jv IS BUILDING ON SOLID OR FILLED LAND rf D l IS BUILDING CONNECTED TO NATURAL GAS LINE Town 0 : . 4Andover41 tit No. 9 �....r W70- LA over, Mass., lisp T COG MIC KE WICK �1 ADRATED `S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.. 1. . IAW............ ...................................(11 �h...... .�. 'J .. Foundation has permission to erect.9.0... ....................... buildings on �,��. .. �!tr. .. . •. �. '�. �, Rough to be occupied as.. ..... f .�� . �... . .. I. .... Chimney .. .............................................. provided that the person accepting th permit shall in every respe 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 Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUC9 &V ST Rough Service BUILDING INSPECTOR Final Occupancy Permit Required to Owipy 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 Street No. SEE REVERSE SIDE Smoke Det. 't FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *******APPLICANT FILLS OUT THIS SECTIONI APPLICANT I& AW � PHONE��_0�o LOCATION: Ass/esssor's Map /Number I PARCEL SUBDIVISION ®� s LOT (S) STREET ' ` � � ST. NUMBER'�21 57-3 _t�_ , OFFICIAL USE ONL R CO D OF TOWO 4i3q$TS: C NSERVATION ADMINISTRATOR DATE APPROVED S f DATE REJECTED COMMENTS G( v TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONS 77WIlf DRIVEWAY PERMIT Al ZL1 FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9%97Im ,...r_ MHw,S _ MH-4 f*O .1 Iftsit 1 �.�. L j��P Rpq/- PROP. 3000 GAL, '''✓ + � of(m � �`^! io•�x+�+la � PUMP TANK ti irf `�Y� AKA 5 w N�ssS�Tw' WA-6/.10-44R,u +1.14 AQ 1 r p+` ,•,44 JS' I, 06-3, 1 3. 4.0 �..5'AO •�5 R e a 2 5 .>. r h Amt WAY 80 b� ............................ ....... .• PLAN 1 " = 40' L*r- 15 155 .......... 1E, 'WO- 253.92' JJ .4 7 NO3 4 0— .1—BY EERTIFI DlIT --Il U— S= PI 11 IIE U——11C. S�nup RE Ll—Of 1�' POoiit I'll.''l"E" 0,65 wi INCIUgHG LoT x-I ITREET R4 PUN OF LAND WAVERLY OAKS NORTH ANDOVER MA RIGHVIEWW. JERRUMCK MVGDng=G SERVICE'S Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheck Software Version 3.6 Release 2 Data filename: Untitled.rck PROJECT TITLE: Waverly Oaks CITY: Haverhill STATE: Massachusetts HDD: 6413 CONSTRUCTION TYPE: Single Family WINDOW /WALL RATIO: 0.09 DATE: 09/29/05 DATE OF PLANS: 9/29/059/28/05 PROJECT DESCRIPTION: Unit#'s521,523,525,527,529,531,533„535,537,539,541 DESIGNER/CONTRACTOR: Highview LLC Russell F Ahem PO BOX 160 Merrimac Ma. 01860 PROJECT NOTES: 30 X 22 footprint COMPLIANCE: Passes Maximum UA= 320 Your Home UA= 298 6.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter -Value R Value U-Facto UA Ceiling 1: Flat Ceiling or Scissor Truss 628 30.0 0.0 22 Wall 1: Wood Frame, 16” o.c. 2402 13.0 0.0 176 Window 1: Vinyl Frame:Double Pane with Low-E 179 0.340 61 Door 1: Solid 41 0.270 11 Door 2: Glass 30 0.350 11 Floor l: All-Wood Joist/Truss:Over Unconditioned Space 364 19.0 0.0 17 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculat' bm. ted with the permit application. The proposed building has been designed to The Commonwealth of Massachusetts Department of Industrial Accidents 44 Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): dlav,45te,2 Address: k5`ot /�✓�//1J (JN6T y City/State/Zip: �/�� Phone #: 72F"%zz�L'2 C�O Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. XI am a general contractor and I 6.;P�New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 131-1 Other comp. insurance required.] *Any applicant that checks box#I must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is life policy and job site information. Insurance Company Name: 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 MGL c. 152 can lead to the imposition of criminal penalties of a tine up to$1,500.00 and/or one-year irnprilsogent,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 v' or. B advised that a copy of this statement may be forwarded to the Office of Investig he DIA for ce c rage verification. I do hereby ffy u e s fd rl ' , of rjury that the information provided above is true and correct. Si mature Date: v2 4�- Phone 9: Of ffcial 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#: M Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. , Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual, partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensingin agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any i applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial nfirmation of insurance coverage. Also be sure to signand date the affidavit. The affidavit should Accidents for co g be returned to the city or town that the application for the pen-nit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to till in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple pen-nit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 5-26-05 www.mass.gov/dia 4 'September 28, 2005 As the General Contractor we have on file in our office copies of Sub-Contractors' Worker's Compensation Insurance Certificates. Below is a list of said Sub- Contractors. Senter Brothers J &S Connor Electric Thompson Landscaping J n R Gutters Diamond Paving Jones Boys Insulation Advantage Fire Hastings Floor Coverings R.S.S Construction New England Concrete Eastern Garage Andover Consultants Crack of Dawn Merrimack Engineering South East Construction Napolitano Marble & Granite J &J Heating and Air Conditioning New Place Carpentry Viewpoint Construction T & D Vinyl Maclellan Concrete I • e BOARD OF BUILDING REGULATIONS: 13 Lice:nss': -CONSTRICTION SUPERVISOR ' Number SCS, 029340 Birthdate xt0{212711'960 Expires 022�J2Qb6 Tr.rio: 183,94. Resfrlcted RUSSELL F AHERN 73 W SHORE RD �, O MERRIMAC, MA 01860 Acting C_ , r , ' NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit at: Y is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. Also, note Permits are required under Fire Prevention laws Chapter 148 Section 10A. The debris will be disposed of in: --�'4Z �S �✓ � �v (Location of F ' it Signature of Permit Applicant Fire Department Sign off: Dumpster Permit Date Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane, Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 10/24/2005 Report No. 1 Job Number 9938 Highview, LLC Project Wavely Oaks - N. Andover, MA Attn: Russell 'Ahern P.O. Box 1&0 Merrimack, NH 01860 Contractor Highview LLC WEATHER: Cloudy,.. 50, degrees .TIME: 11 :00 AM CONTACT: Clint Senter from Senter Brothers PURPOSE: Perform field density tests EQUIPMENT: CAt 963 dozer, IR 10 ton single drum vibratory roller TEST METHOD:. ® Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum ' Field i:.` a • + .l a Test ,.' Percent `.r Dry t.' '.,1 Dry r, Percent ' ' '' _ t l ' Elevation v No. . :Wolstuie .;. Density ;Density '•Compaction Location (Feet) 1 9.9 127.4 121.9 95.7 See sketch F.G. -1' 2 8.7 127.4 123.9 97.31 .. F.G. -3' OBSERVATIONS: Fill was being placed to bring site up to elevation (see sketch) . Offsite soil from Groveland was placed and compacted by a tracked dozer and a ten ton vibratory roller. Two field density tests were performed by the sand cone method according to ASTM D1556. Test results exceeded 95% of the modified proctor ASTM ID1557. These observations were related to Mr. Senter prior to departure. Inspector Premium Travel i Name t Time Hours Time ; S. Jenner No Min Day 1 Hr(s) REVIEWED BY: Chuck Fraser Our reports are available in PDF' form via email. Please email us at reports®utsofmass.com for more information. cc: of Massachusetts, Inc.: Page 2 ichardson Lane Stoneham MA 02180 781-438-7755(Voice)781-438-6216 Fax Highview, LLC Report Date 10/24/2005 Attn: Russell Ahern Report No. 1 P.O. Box 160 Job Number 9938 Merrimack, NH 01860 Project Wavely Oaks - N. Andover, MA Attachment i r� 3MC: I G o °� `I 0 > o • � It � r T' o o � Of M.assachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results - Transmittal Report Report Date 10/14/2005 Report No. Job Number Highview, LLC f Project Wavely Oaks - N. Andover, MA Attn: Russell Ahern P.O. Box 1680 Merrimack, NH 01860 Contractor hview Sample Submitted By Sample No. 856 �© Our Representative: sill Crabtree Date Submitted: 10/`12/2005 ❑ Other: Source of Sample Q On-Site Existing @ location: ❑ Off-Site Borrow from: Proposed Use: Below footings, foundation backfill Material Submitted As: n Structural/Granular Fill: ❑ Ordinary Borrow: :MHD Ml 01:0., .(Shall be.approved by the Architect). ❑ 'Gravel;Borrow:,_. N4D,.Ml03..0 Type,: ❑ Processed Gravel For Base Course: MHD Ml. 3.1 ❑ Sand Borrow:, ' MHD Ml''.04.0 Type: ❑ Reclaimed Pavement Borrow for Base Course: MHD M1.11.0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 ❑ Common Borrow: ❑ Drainage Fill: ❑ Other: Requested Testing _ ❑ Atterberg Limits ® Gradation Analysis ❑ Hydrometer Q Modified Proctor ❑ Permeability Q Wash Sieve Analysis ❑ Other: Material Classification:Silty sand with gravel Project Specification Conformance Result ❑ Does conform: ❑ Does NOT conform: ❑ Marginally does not'conform...Basis: *We suggest the suitability of this soil sample be reviewed for approval by the Architect and the Engineers-of-Record. ® No Specifications provided to our,office. ❑-,.;Specifications provided to;our.office but sample not submitted to a specific use. El'"Sample submitted,without:indication;of intended use-and,without.specifications. 'GENERAL REMARKS: REVIEWED BY: Geotechnical Department Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. Of :Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 10/26/2005 Report No. 3 Job Number 9938 Highview, LLC fi Project Wavely Oaks - N. Andover, MA Attn: Russell 'Ahern P.O. Box 140 Merrimack, NH 01860 Contractor Highview LLC WEATHER: Cloudy,, 46 degrees. .TIME: 12 :00 PM CONTACT: Clint Senter from Senter Bros . Construction PURPOSE: Observe earthwork construction EQUIPMENT: CAt 963 dozer/loader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Due to wet conditions, no fill was being placed today. Onsite organic soil was being stockpiled along the west property line for detention pond. Offsite soil, as truckd in, was being placed to dry out. These observations were related to Mr. Senter prior to departure. Inspector Premium. Travel Name Time...'r'- Hours Time S. Jenner No Min Day 1 Hr(s) REVIEWED BY: Chuck Fraser Our reports are available in PDP form via email. Please email us at reports@utsofmass.com for more information. cc: 1 "{ Qfim;assachusetts IT Construction Testing People Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Testing Results -Transmittal Report Report Date 10/14/2005 Report No. 1 Job Number 9938 Highview, LLC Project Wavely Oaks - N. Andover, MA Attn: Russell Ahern P .O. Box 16.0 Merrimack, NH 01860 Contractor Highview LLC cc: /Hig�hview, Massachusetts, Inc. Page 3 on Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) LLC Report Date 10/14/2005 n: ussell Ahern Report No. 1 P.O. sox 160 Job Number 9938 Merrimack, NH 01860 Project Wavely Oaks - N. Andover, MA Attachment Particle Size Distribution Report gg 100 90 V ! 80 i 70 Ili 60 LL 50 w w 40 30 20 --- -I. t . I !.. -- i 10 0 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm %COBBLES %GRAVEL %SAND %SILT %CLAY 0.0 26.2 51.6 22.2 SIEVE PERCENT SPEC.' PASS? Material Description SIZE FINER PERCENT (X■NO) F-M SAND,SOME GRAVEL,SOME SILT 3 in. 100.0 2 in. 97.2 1-1/2 in. 95.8 1 in. 91.3 Atterbern Limits 3/4 in. 87.0 PL= LL= PI= 3/8 in. 79.9 #4 73.8 Coefficients #10 68.8 D 16.3 D 0.671 D 0.329 #20 62.2 85= 60= 50= #40 54.4 D30= 0,114 Di5= 010 #50 48.3 Cu= Cc= #100 35.1 #200 22.2 plassification USCS= SM AASHTO= LITS C F MASSAC ZHUSETITI , C. Remarks REVIEWED SY: Ino specification provided) Sample No.: 856 Source of Sample: ONSITE Date: 10/14/2005 Location: Elev./Depth: Client: UTS OF MASSACHUSETTS, INC. Project: WAVERLY OAKS Project No: Figure .856 S of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Highview, LLC Report Date 10/14/2005 Attn: Russell Ahern Report No. 1 P.O. Box 160 Job Number 9938 Merrimack, NH 01860 Project Wavely Oaks - N. Andover, MA Attachment COMPACTION TEST REPORT . Curve No.:856 Project No.: Date: 10/14/2005 Project: WAVERLY OAKS ° Location: Elev./Depth: Sample No. 856 Remarks: dN SITE MATERIAL DESCRIPTION Description: F-M SAND,SOME GRAVEL,SOME SILT , Classifications- USCS: SM AASHTO: Nat.Moist= Sp,G.= 2.75 t Liquid Limit= Plasticity Index= ,%>3141n.= 13.0% %<No.200= 22.2% ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density= 127.4 pcf 123.0 pcf Optimum moisture=7.2% 8.2% 140 Test specification: ASTM D 1557-91 Procedure C Modified Oversize correction applied to each point 130 120 100%SATURATION CURVES FOR SPEC.GRAV.EQUAL TO: i 2.8 w 2.7 0 110 2.6 c � v I . p 100 90 i 80- 70 0 70 0 5 10 15 20 25 30 35 40 Water content, % Figure 856 UTS of Massachusetts,Inc. Of Massachusetts 'The Construction Testing People'" Page 1 ,x 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 10/25/2005 Report No. 2 Job Number 9938 HighvieW, LLC r Project Wavely Oaks - N. Andover, MA Attn: Russell Ahern P.O. Box 1150 Merrimack, NH 01860 Contractor Highview LLC WEATHER: Rain, 48 degrees .TIME: 1 :00 PM CONTACT: N/A PURPOSE: Perform field density tests EQUIPMENT: N/A TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: © Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Work cancelled due to rain, no one at site. Inspector` Premium Travel ' Names Time Hours' 7 Time. S. Jenner No Min Day 1 Hr(s) REVIEWED BY: Chuck Fraser Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. MCC: � Of Massachusetts 'Thee Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781438-7755(Voice)781438-6216(Fax) Soil Inspection Report Report Date 10/31/2005 Report No. 4 Job Number 9938 Highview, LLC Project Wavely Oaks - N. Andover, MA Attn: Russell Ahern P.O. Box 160 Merrimack, NH 01860 Contractor Highview LLC WEATHER: Sunny, mid 60 Is .TIME: 10 :30 AM CONTACT: Skip Senter from Senter Brothers PURPOSE: Observe earthwork construction and perform field density tests EQUIPMENT: Cat D5 dozer, Ingersoll-Rand 7 ton vibrating roller TEST METHOD: ❑X Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field Test Percent Dry Dry Percent Elevation No. Moisture 'Density ,Density Compaction Location (Feet) 1 6.0 127.4 126.5 99.3 2.5 at A'5 2' below footing grade 2 1 6.0 127.41 126.11 99.01 1.5 at C.5 OBSERVATIONS: Offsite material from Groveland Street, Groveland was being hauled in and spread with dozer. Material i consisted of fine to medium sand, some gravel, some silt. Was asked by Russell Ahern to do a couple density tests at proposed site of Building #1 only. Using the sand cone method, tests were done at several locations and exceeded 95% compaction relative to the modified proctor ASTM D1557. These observations were related to Mr. Senter prior to departure. Inspector Premium Travel Name Time Hours Time W. Wright No Min Day 1 Hr(s) REVIEWED BY: Chuck Fraser P ' .Our re orts are available in PDF form;via email, - Please email us at reports@utsofmass.com.for more information. +`. Of Massachusetts 'Thi Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 10/26/2005 Report No. 3 Job Number 9938 Highview, LLC Project Wavely Oaks - N. Andover, MA Attn: Russell Ahern P.O. BOX 16;0 Contractor Highview LLC Merrimack, NH 01860 WEATHER: Cloudy,''`46 degrees .TIME: 12:00 PM CONTACT: Clint Senter frdm Senter Bros . Construction PURPOSE: Observe earthwork construction EQUIPMENT: CAt 963 dozer/loader TEST METHOD: ❑ Sand Cone ❑ Nuclear Densometer TITLE: ❑X Inspector ❑ Staff Engineer ❑ Engineer OBSERVATIONS: Due to wet conditions, no fill was being placed today. Onsite organic soil was being stockpiled along the west property line for detention pond. Offsite soil, as truckd in, was being placed to dry out. These observations were related to Mr. Senter prior to departure. Inspector:. Premium' Travel Name ;. Time Hours . Time S. Jenner No Min Day 1 Hr(s) REVIEWED BY: Chuck Fraser •Our reports are available in PDF form via email. Please email us at reports®utsofmass.com for more information. cc: i. •f of Massachusetts, Inc. Page 2 ichardson Lane,Stoneham,MA 02180 781.438.7755(Voice)781-438-6216(Fax) Highview, LLC Report Date 10/26/2005 Attn: Russell Ahern Report No. 3 P.O. Box 160 Job Number 9938 Merrimack, NH 01860 Project Wavely Oaks - N. Andover, MA Attachment t o °� z c �— lo rT Z. . o g Atlantic Design Resources Ltd. . 152 Portsmouth Avenue Stratham,New Hampshire 03885 Phone 603/418-0764 Fax 603/418-6375 asdr@conversent.net HYDRAULIC CALCULATION PRODUCT SPECIFICATIONS INFORMATION For PROJECT LOCATION Waverly Oaks Waverly Road North Andover, MA 01845 CONTRACTOR OF I&Wf,�,tis�cti Messenger Construction LLC ET. P.O. Box 160 .39120 Merrimac, MA 01860 IONAL PROJECT 205060 Rev. -- THE ENCLOSED INFORMATION WAS USED IN PREPARING THE DRAWINGS FOR THE REFERENCED PROJECT,WHICH ARE A PART OF THIS SUBMITTAL. THE PRODUCT INFORMATION PRESENTED WAS??SED AS THE BASIS FOR DESIGN. ALTERNATE PRODUCTS OR MATERIALS OF EQUAL OR BETTER QUALITY OR OPERATIONAL CHARACTERISTICS,WHICH ARE LISTED FOR USE UNDER THE DESIGN CONDITIONS,MAY BE SUBSTITUTED AT THE INSTALLER'S DISCRETION WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. Atlantic Design Resources Ltd Y 152 Portsmouth Ave. Stratham, NH 03885 F H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T Waverly Oaks, 'N. Andover, MA NFPA 13-D W A T E R S U P P L Y STATIC PRESSURE (psi) 110 RESIDUAL PRESSURE (psi) 100 RESIDUAL FLOW (gpm) 1445 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 13 MINIMUM PRESSURE PER SPRINKLER (psi) 7.04- THIS SYSTEM OPERATES AT A FLOW OF 26.17 gpm AT A PRESSURE OF 34.19 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' II . it u j 4 i Atlantic Design Resources Ltd f r Waverly Oaks, N. Andover, MA NFPA 13-D PAGE 1 r. HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ) REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- ft gpm Total Velocity Normal 21 4.90 18.00 13.17 7.23 0.00 7.23 22 4.90 18.00 13.00 7.04 0.00 7.04 THE SPRINKLER SYSTEM FLOW IS 26.17 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ _] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 8.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 110.00 psi RESIDUAL PRESSURE 100.00 psi AT 1445.00 gpm TOTAL SYSTEM FLOW 34.17 gpm AVAILABLE PRESSURE 109.99 psi AT 34.17 gpm OPERATING PRESSURE 46.69 psi AT 34.17. qpm PRESSURE REMAINING 63.30 psi THE ABOVE RESULTS INCLUDE 10.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Atlantic Design Resources Ltd 4 Waverly Oaks, N. Andover, MA NFPA 13-D PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting --1=45-Elbow,-2=90-Elbow,_3='T'/Cross,-4=Butterfly-Valve,-5=Gate-Valve,-6=Swing-Check-Valve -- FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pv Pt DIFF Pn Pn 1 2 26.17 75.00 23 4.02 150 18 1.025 0.158 0.000 46.69 34.19 12.50 2 3 26.17 12.00222445 6.53 150 18 1.025 0.158 1.733 34.19 29.53 2.93 3 4 26.17 17.00 233 6.03 150 18 1.025 0.158 2.167 29.53 13.72 13.64 4 5 26.17 9.00 3 2.01 150 18 1.025 0.158 3.900 13.72 8.07 1.75 5 6 13.17 3.00 3 . 2.01 150 18 1.025 0.044 0.000 8.07 7.85 0.22 6 21 13.17 12.00 3 2.01 . 150 18 1.025 . 0.044 0.000 7.85 7.23 0.62 5 7 13.00 8.00 3 2.01 150 18 1.025 0.043 0.000 8.07 7.64 0.43 7 22 13.00 12.00 3 2.01 150 18 1.025 0.043 0.000 7.64 7.04 0.61 A MAX. VELOCITY OF 10.17 ft./sec. OCCURS BETWEEN REF. PT. 4 AND 5 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. [m -- WATER SUPPLYlDEMAN D GRAPH i Waverly Oaks;N.Andover,MA NFPA 13-D 130.00 140.00 ' ` i -�-•._+ i _�_�!..... .__._i f_�_.__._.t._ "_______T �_..._.___...�.______�. 130.00 120.00 P 110.00 R 100.00 .' '-�-i� �-�-;-�--�---- i---�-;_._._ --�-� --� -i•-�----�- —�---_�'._..._. —�--.__._._.(-._____ + E 90.00 S 80.00 70.00 U 60.00 - -- R 50.00 E 40.00 30.00 _ I f 20.00 10.00 0.00 -•�? .-�--- .� -;-----•f �...e_..__.__._._ i__._.-._L_� ! ------.�-�-- 0 500 1000 1500 2000 0 ' Supply: 100.00 psi 1445.00 gpm FLOW tv Demand: 46.G9 psi 34.17 gpm �. VaY14 Jnr rt ` t'z ' srl lk1er * Y �y*, i111 Lc y ) N. 1 x y •d# s.a.-...., s.......a.,.:w..�+: t.:...,.-.c.. r r �..�.,+.r::' ....Y. ��.�2ti�n...J,.•i.. Atlantic Design Resources Ltd , 1 g 152 Portsmouth Ave. Stratham, NH 03885 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T Waverly Oaks, N. Andover, MA NFPA 13-D Test # 2 W A T E R S U P P L Y STATIC PRESSURE (psi) 110 RESIDUAL PRESSURE (psi) 100 RESIDUAL FLOW (gpm) 1445 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S. MINIMUM FLOW PER SPRINKLER (gpm) 13 MINIMUM PRESSURE PER SPRINKLER (psi) 7.04 THIS SYSTEM OPERATES AT A FLOW OF 13.00 qpm AT A PRESSURE OF 32.75 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 018 COPPER TYPE 'L' Atlantic Design Resources Ltd Waverly Oaks, N. Andover, MA NFPA 13-D Test # 2 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 ( ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW ---- PRESSURE (psi)---- ft gpm Total Velocity Normal 31 4.90 27.00 13.00 7.04 0.00 7.04 THE SPRINKLER SYSTEM FLOW IS 13.00 gpm . THE OUTSIDE HOSE FLOW AT REFERENCE POINT N0. 1 IS 0.00 gpm [ .] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 8.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 110.00 psi RESIDUAL PRESSURE 100.00 psi AT 1445.00 gpm TOTAL SYSTEM FLOW 21.00 gpm AVAILABLE PRESSURE 110.00 psi AT 21.00 gpm OPERATING PRESSURE 36.17 psi AT 21.00 gpm PRESSURE REMAINING 73.83 psi THE ABOVE RESULTS INCLUDE 10.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER •DEVICE Atlantic Design Resources Ltd r Waverly Oaks, N. Andover, MA NFPA 13-D Test # 2 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting _-1=45-Elbow,-2=90-Elbow,-3='T'/Cross,-4=Butterfly Valve,-S=Gate-Valve,-6=Swing-Check-Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIG. ELEV. PRESSURE (psi) (gpm) (ft) (ft) C TYPE (in) (psi) (psi) Pt Pt DIFF Pv Pv Pn Pn 1 2 13.00 75.00 23 4.02 150 18 1.025 0.043 0.000 36.17 32.75 3.42 2 3 13.00 12..00222445 6.53 150 18 1.025 0.043 1.733 32.75 30.21 0.80 3 4 13.00 17.00 233 6.03 150 18 1.025 0.043 2.167 30.21 17.05 11.00 4 8 13.00 18.00 3 2.01 150 18 1.025 0.043 7.800 17.05 8.38 0.87 8 9 13.00 5.00 33 4.02 150 18 1.025 0.043 0.000 8.38 7.99 0.39 9 31 13.00 18.00 32 4.02 150 18 1.025 0.043 0.000 7.99 7.04 0.95 A MAX. VELOCITY OF 5.05 ft./sec. OCCURS BETWEEN REF. PT. 4 AND 8 Sprinkler-CALL Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Waverley Oaks,-N.Andover,MA NFPA 13-D Test#2 150.00 j 140.00 11 130.00 { 120.00 - P 110.00 ..i�'. —�_� - i_ — _. ' —v► _ _�.�— _—� R 10000 E 90.00 ' - S 80.00 -I t i S 70.00 60.00 _ R 50.00 _._ E 40.00 ��_—.-�-- ' 30.00 20.00 10.00 4-1 0.004-�---�---�--+�------._.e��._-�.____�._.___�--+---- ----+---�---,___�_--. ► -_-----�• . i— 0 500 1000 1500 2000 E Supply: 100.00 psi 1445.00 gpm FLOW Demand: 36.17 psi 21.00 gpm j W3�i y 4 r I I / taulicr V279 K4.9 r Models V2730 and V2732 Residential Pendent, Recessed Pendent and Specific Application (Flat, Sloped & Beamed Ceilings) Quick Response PRODUCT DESCRIPTION These Model V27 residen- than traditional sand cast cleared of all sealing parts tial sprinklers are designed frames.It is cast with a and water is discharged to meet the requirements of hex-shaped wrench boss to towards the deflector.The NFPA 13 13D and 13R for allow easy tightening from deflector is designed to dis- Y g g 9n residential use in a variety many angles,reducing tribute the water in a pat- of room sizes,depending assembly effort.This sprin- tem that is most effective upon available operating kler is available in various in controlling the fire. pressure and room configu- finishes to meet many v2730 Coverage ration.Models V2730 and design requirements. Dr Residential spray coverage 12732 V2732 are UL Listed for use Sprinkler Operation up to 20 feet X 20 feet under smooth flat horizon- The operating mechanism (6,1 m X 6,1 m)room sizes Pendent UL ULC tal ceilings,sloped ceilings is a frangible glass bulb per NFPA. up to and including which contains a heat These sprinklers meet 8/12(33.7°)pitch,and. responsive liquid.During a beamed ceilings.The fire,the ambient tempera- the requirements of UL design incorporates state- 1626 that become effec r of-the-art,heat responsive, tune rises causing the liquid tive September 25,2004. c, in the bulb to expand. frangible glass bulb design When the ambient temper- (quick response)for ature reaches the rated prompt,precise operation. temperature of the sprin- _�,. The die cast frame is more kler,the bulb shatters.As a Recessed streamlined and attractive result,the waterway is Pendent TECHNICAL SPECIFICATIONS Models:V2730,V2732 MATERIAL ACCESSORIES Style:Pendent and Recessed SPECIFICATIONS Installation Wrench: 1 Pendent Pendent Deflector: ❑Open End:V27 Nominal Orifice Size:'?As" Bronze per UNS C51000 D Recessed:V38-3 (12 mm) Bulb:Glass with glycerin solu- Sprinkler Finishes: �L� I K-Factor: tion. ❑Plain brass ❑V2730—4.9 Imp.(7,1 S.I.^)for Bulb Nominal Diameter: Ll Chrome plated room sizes up to 16'(4,9 m). Quick Response:3,0 mm ❑White painted** V2732—4.9 Imp.(7,1 S.I.^)for Load Screw:Bronze per UNS ❑ Custom painted** room sizes 18'to 20'(5,5 and C65100 For escutcheons,cabinets and 6,1 m). Pip Cap:Bronze per UNS other accessories refer to sepa- 1 Nominal Thread Size: C65100 rate sheet. 1/2°NPT(15 mm) Seal:Teflon*tape I` s For awhen pressure is mea- Max.Working Pressure: Frame:Die cast brass 65-30 ured inn Bar, multiply S.I.units by 10.0. 175 psi(1200 kPa) Factory Hydrostatic Test: 'Teflon is a registered trademark of V2732 100%@ 500 psi(3450 kPa) Dupont Co. or Min.Operating Pressure: 7 psi(48 kPa) *'UL Listed for corrosion resistance in all configurations. 12730 Temperature Rating:See chart on page 2. NOTE: Weather resistant recessed Exaggerated for Clarity escutcheon available upon request. VICTAULIC®IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone:l-800-PICK-VIC(1-800-742-5842) Phone:905-884-7444 Phone:32-9-381-1500 Phone:610-559-3300 Phone:65-6235-3035 Fax 610-250-8817 Fax 905-884-9774 Fax 32-9-380-4438 Fax 610-559-3608 Fax 65-6235-0535 e-maii:pickvic@victaulic.com e-mail:viccanada@victaulic.com a-mail:viceuro@victaulic.be e-mail:vical@victaulic.com e-mail:vicap@viclaulic.com 3533 Rev.C 4/04 0 Registered Trademark of Victaulic 0 Copyright 20D4 Victaulic Printed in U.S.A. APPROVALS/LISTINGS r Nominal Approved Temperature Ratings*FPC t Nominal K-Factor Orifice Size Imperial Deflector Model inches/mm S.I.A Response Type UL ULC NYC/MEAt CSFM§ 7/16 4.9 155,175 155,175 155,175 155,175 V2730 12 7,1 Quick Pendent 68,79 68,79 68,79 68,79 7/16 4.9 Recessed Pendent 155,175 155,175 155,175 155,175 V2730 12 7.1 Quick Up to IN Adjustment 68,79 68,79 68,79 68,79 rp6 4,9 155,175 155,175 155,175 155,175 V2732 12 71 Quick Pendent 68,79 68,79 611,79 68,79 7p6 4.9 Recessed Pendent 155,175 155,175 155,175 155,175 V2732 12 7,1 Quick Up tp+�•Adjustment 68,79 68,79 68,79 68,79 f Listings and approval as of printing. A For K-Factor when pressure is measured in Bar,multiply S.I.units by 10.0. t MEA#62-99-E. §CSFM#7690-0531:112 RATINGS Temperature-°F/°C s are rated for Sprinkler Victaulic Nominal Maximum Glass All glass bulb Temperature Part Temperature Ambient Ceiling Bulb temperatures from 67F Classification Identification Rating Temp. Color (-55°C)up to those shown 155 100 Red in adjacent table. Ordinary 68 36 175 150 Yellow Intermediate E 79 68 ORDERING INFORMATION Please specify the following _I Sprinkler Model Number ❑K-Factor ❑Sprinkler Finish when ordering: J Style ❑ Thread Size ❑Escutcheon Finish J Temperature Rating ❑ Quantity U Wrench Model Number 1 d • Always read and understand installation,care,and maintenance instructions,supplied with each box of sprinklers,before proceeding with installation < of any sprinklers. • Always wear safety glasses and foot protection. • Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. • Installation rules,especially those governing obstruction,must be strictly followed. • Painting,plating,or any re-coating of sprinklers(other than that supplied by Victaulfc)is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the Bre protection system and devices in proper operating condition.For minimum maintenance and inspection requirements,refer to the current National Fire Protection Association pamphlet that describes rare and maintenance of sprinkler systems.In addition,the authority having jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed. If you need additional copies of this publication,or if you have any questions about the safe installation of this product,contact Victauiic World Headquarters,P.O.Box 31,Easton, Pennsylvania 18044-0031,610-559-3300. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. AVAILABLE WRENCHES Open End Recessed V2730,V2732—Pendent V27 V38-3 III V2730,V2732—Recessed Pendent — V38-3 j 40.41 -2 i DIMENSIONS 23k• (61 mm) (61 mm) 1�a' 145' (42 mm) (42 mm) 1�• 14'.x' (29 mm) . (29 mm) Standard Pendent-V2730 Standard Pendent-V2732 2-V'(60 mm) 2i4'(60 mm) Max.Hole Max.Hole 2"(51 mm) 2'(51 mm) Min.Hole � � Min.Hole "A.(t ' " Typical Ceiling TilelYP in Tile (18mm)8 mm) mm) (14mm) T+/u' Rnished Surface 17a Rnished Surface (44 mm) (44 mm) 2'356 2W.e (75 mm) (75 mm) MAXIMUM EXTENSION MAXIMUM EXTENSION 11fs' 11/+s' (27 mm) ' ' � Typical Ceiling Tile (27mm) ''�/� '� ' �� Typical Ceiling Tile _T_ (30mm) _ Rnished Surface - (30 mm) Rnished Surface MAXIMUM RECESS MAXIMUM RECESS 1h"Adjustment 1h"Adjustment Recessed-V2730 Recessed-V2732 (Drawing not to scale) (Drawing not to scale) 40.41 -3 ROOM SIZE Installed Under Smooth Flat Horizontal and Beamed Ceilings up to 2/12(9.5°)Pitch Minimum Flow per Sprinkler for Smooth Flat Horizontal and Beamed Ceilings Min. Nominal Max.2112(9.5*)Pitch for NFPA 13R or 13D* Installation K-Factor GPM/LPM @ PSVkPa Room Size Spacing Imperial Model Feet/meters Feettmeters S.I.^ 155°F/68*C 175°F/MC V2730 12X12 8.0 4.9 13 GPM @7.0PSI 13 GPM @7.0PSI 3,7 X 3,7 2.4 7,1 49,2 LPM @ 48,5 kPa 49,2 LPM @ 48,5 kPa V2730 14 X 14 8.0 4.9 13 GPM @ 7.0 PSI 15 GPM @ 9.4 PSI 4.3 X 4,3 2.4 7,1 49,2 LPM @ 48,5 We 56,8 LPM @ 64,6 kPa V2730 16X16 8.0 4.9 13 GPM @7.0PSI 15 GPM @9.4PSI 4,9 X 4,9 2.4 7,1 49,2 LPM @ 48,5 kPa 56,8 LPM @ 64,6 We V2732 12 X 12 8.0 4.9 13 GPM @ 7.0 PSI 13 GPM @ 7.0 PSI 3,7 X 3,7 2.4 7,1 49,2 LPM @ 48,5 kPa 49,2 LPM @ 48,5 We V2732 14 X 14 8.0 4.9 17 GPM @ 12.0 PSI 17 GPM @ 12.0 PSI 4,3 X 4,3 2.4 7,1 64:3 LPM @ 83,0 kPa 64,3 LPM @ 83,0 kPa V2732 16 X 16 8.0 4.9 17 GPM @ 12.0 PSI 17 GPM @ 12.0 PSI 4,9 X 4,9 2.4 7,1 64,3 LPM @ 83,0 kPa 64,3 LPM @ 83,0 kPa V2732 18 X 18 8.0 4.9 17 GPM @ 12.0 PSI 17 GPM @ 12.0 PSI 5,5 X 5,5 2.4 7,1 64,3 LPM @ 83,0 kPa 64,3 LPM @ 83,0 kPa V2732 20 X 20 8.0 4.9 20 GPM @ 16.7 PSI 20 GPM @ 16.7 PSI 6,1 X 6,1 2.4 7,1 75,7 LPM @ 114,9 kPa 75,7 LPM @ 114,9 kPa Installed Under Sloped Ceilings up to 4/12(18.4*)Pitch Minimun Flow per Sprinkler for Sloped Ceilings Min. Nominal IMax.4/12(18.4*)Pitch for NFPA 13R or 13D* Installation K-Factor GPM/LPM @ PSI1kPa Room Size Spacing Imperial Model Feet/meters Feettmeters S.1." 155*F/68°C 175*F179°C V2730 12 X 12 8.0 4.9 13 GPM @ 7.0 PSI 15 GPM @ 9.4 PSI 3,7 X 3,7 2.4 7,1 49,2 LPM @ 48,5 kPa 56,8 LPM @ 65,0 kPa V2730 14 X 14 8.0 4.9 13 GPM @ 7.0 PSI 15 GPM @ 9.4 PSI 4,3 X 4,3 2.4 71 49,2 LPM @ 48,5 kPa 56,8 LPM @ 64,6 kPa V2730 16 X 16 8.0 4.9 13 GPM @ 7.0 PSI 15 GPM @ 9.4 PSI 4,9 X 4,9 2.4 7,1 49,2 LPM @ 48,5 kPa 56,8 IPM @ 64,6 kPa V2732 12 X 12 8.0 4.9 17 GPM @ 12.0 PSI 19 GPM @ 15.0 PSI 3,7 X 3,7 2.4 7,1 64,3 LPM @ 83,0 kPa 71,9 LPM @ 103,0 kPa V2732 14 X 14 8.0 4.9 17 GPM @ 12.0 PSI 19 GPM @ 15.0 PSI 4,3 X 4,3 2.4 7,1 64,3 LPM @ 83,0 kPa 71,9 LPM @ 103,0 kPa V2732 16 X 16 8,0 4.9 17 GPM @ 12.0 PSI 19 GPM @ 15.0 PSI 4,9 X 4,9 2.4 Ti 1 64,3 LPM @ 83,0 kPa 71,9 LPM @ 103,0 kPa V2732 18 X 18 8.0 4.9 17 GPM @ 12.0 PSI 19 GPM @ 15.0 PSI 5,5 X 5,5 2.4 7,1 64,3 LPM @ 83,0 kPa 71,9 LPM @ 103,0 We V2732 20 X 20 8.0 4.9 20 GPM @ 16.7 PSI 21 GPM @ 18.4 PSI 6,1 X 6,1 2.4 7,1 75,7 LPM @ 114,9 kPa 79,5 LPM @ 127,0 kPa Installed Under Sloped Ceilings up to 8/12(33.7*)Pitch Minimum Flow per Sprinkler Min. Nominal for Sloped Ceilings Installation K-Factor Max.8/12(33.7*)Pitch for NFPA 13R or 13D* GPM/LPM @ PSUkPa Room Size Spacing Imperial Model Feet/meters Feettmeters S.I.^ 155*F/68°C 175°17/791C V2730 12 X 12 8.0 4.9 15 GPM @ 9.4 PSI 20 GPM @ 16.7 PSI 3,7 X 3,7 2.4 7,1 56,8 LPM @ 65,0 kPa 75,7 LPM @ 114,9 kPa V2730 14 X 14 8.0 .4.9 15 GPM @ 9.4 PSI 20 GPM @ 16.7 PSI 4,3 X 4,3 2.4 7,1 56,8 LPM @ 65,0 We 75,7 IPM @ 114,9 We V2730 16 X 16 8.0 4.9 15 GPM @ 9.4 PSI 20 GPM @ 16.7 PSI 4,9 X 4,9 2.4 7,1 56,8 LPM @ 65,0 kPa 75,7 LPM @ 114,9 kPa V2732 12 X 12 8.0 4.9 17 GPM @ 12.0 PSI 23 GPM @ 22.0 PSI 3,7 X 3,7 2.4 7,1 64,3 LPM @ 83,0 kPa 87,1 LPM @ 152,0 kPa V2732 14 X 14 8.0 4.9 17 GPM @ 12.0 PSI 23 GPM @ 22.0 PSI 4,3 X 4,3 2.4 7,1 64,3 LPM @ 83,0 kPa 87,1 LPM @ 152,0 kPa V2732 16 X 16 8.0 4.9 17 GPM @ 12.0 PSI 23 GPM @ 22.0 PSI 4,9 X 4,9 2.4 7,1 64,3 LPM @ 83,0 kPa 87,1 LPM @ 152,0 kPa V2732 18 X 18 8.0 4.9 17 GPM @ 12.0 PSI 23 GPM @ 22.0 PSI 5.5 X 55 2.4 7,1 64,3 LPM @ 83,0 kPa 87,1 LPM @ 152,0 kPa V2732 20 X 20 8.0 4.9 26 GPM @ 28.2 PSI 6,1 X 6,1 2.4 7,1 1 98,4 LPM @ 194,0 kPa NOTES: A For K-Factor when pressure is measured in Liar,multiply S.I.units by 10.0. For systems designed to NFPA 13,the number of design sprinklers is to be the four most demanding sprinklers.The minimum required discharge from each of the four sprinklers is to be the greater of the flow rates provided in the table for NFPA 13D and 13R systems and the maximum allowable coverage area or a minimum discharge of 0.1 gpm/ft.2 over the design area of the four most demanding sprinklers for the actual coverage areas being protected by four sprinklers. 40.41 -4 NOMINAL WETTING PATTERNS MODELV2730 MDDELV2732 K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT 13 GPM(8g49,2 LPM) 13 GPM(49,2 LPM) 8' --------- --------- 8' -—-—-—-—-— —-—-—-—-—- 2Am 24m .7' 7- 2,1 m 21m 21m 6 8' 1,8 m 1,8 m 5 5 1Sm 1Sm 4 4• 3m 12 m 12 m 3' ' UM 09 2' 2' 4' 2' V Obm 4• 1bm 12m Obm I 0.8m 4• 1bm 1,2m Dbm 1• 12m 1' 12m 0.3m 05m ROOM O3m 0.6m ROOM NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 12'X 12'COVERAGE AREA 12'X 12'COVERAGE AREA MODEL V2730 MDDELV2732 K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT 13 GPM(44g9,2 LPM) 17 GPM(664,3 LPM) 8' Ni1 -- 9 ---------- 8' -------------- N} -------------- 24 m 24 m TT 7' 7 21 m 21 m 8' e' 1,6 m 1bm 5 5 1Sm L5m 4 4 12M 12 m 1 11 3, 3' 09 m O.9 m 2' 6 7 6 4 2 0 U. 8 821m 1.11."1 02. 0 O.Bm 4 tAm Obm 0.62 bm l9m 1.2m U. 4 ibm m 1' 2 12m 0.3m 2 12m —f�OF ROOM nbm—_—.—_—_—_ 0, - NOMINAL WETTING PATTERN NOMINAL WETTING PATTERN 14'X 14'COVERAGE AREA 18'X 18'COVERAGE AREA MODEL V2730 MODEL V2732 K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT. K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT 13 GPM(49,2 LPM) 20 GPM(75,7 LPM) — ----------- 6, o' ------------- — 2A m 7' 7' 21 m 21 m 8' 8' 8m 1bm 5, 5' 1,5 m 1,5 m 4, 4- 12 M '12m 12m 33- "M 'Obm OA m 8 3m 0 6 d 2 0 0,8m 6 2Am I.B. 12m Obm I O,Bm fi 2A." 24m 1bm 12m O.S. 1, 4 19m 1, 4 1bm 0.3m p 12m ROOM 0'3m 46m t2m A�IROOM Obm _— 1._—_—_—_—_—_—_ O, J—_—_—_—_—_ 0, _—_—_— NOMINAL WETTING PATTERN NOMINAL WETTING PATrERN 16'X i6'COVERAGE AREA 20'X 20'COVERAGE AREA NOTES: 1. Data shown is approximate and can vary due to differences in installation. 2.These graphs illustrate approximate wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers.They are provided as information for guidance and should not be used as minimum sprinkler spacing Hiles for installation.Sprinkler location shall be in accordance with the obstruction rules for residential sprinklers in NFPA 13(2002 or later revision).Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings,Approvals and Warranties. 3.All patterns are symmetric to waterway. 40.41 -5 i3EAMED CEILINGS Installation Guidelines The Victaulic Model V2730 and V2732 Residential Pendent Sprinklers are UL Listed for use in beamed ceilings in residential occupancies.These sprinklers can be installed in or adjacent to non- combustible, combustible, solid or hollow-core beams with solid surfaces per the following guide- lines. See the Room Size section on page 4 for specific flow/pressure requirements for hydraulic design. Primary Beams:The main longitudinal beams attached directly to a smooth flat horizontal ceiling of any height. Secondary Beams:The beams running perpendicular to the primary beams,attached directly to a smooth flat horizontal ceiling of any height. Beam Cross Section:The maximum allowable beam depth is 14".The secondary beam depth can- not be greater than the primary beam depth.The width is unlimited.The cross section can vary between rectangular and circular. Beam Spacing: • Primary Beams:The distance from the wall to the center of the nearest primary beam must be at least 3'4"and not more than 1/2 the Listed sprinkler spacing. • Secondary Beams:The beam pockets created by the primary beams cannot exceed 20 ft. in length.If the primary beams exceed 20 ft.,then a secondary beam must be placed such that the pocket created does not exceed 20 ft.When a secondary beam is placed for this reason,then the secondary beam must be of a depth equal to the primary beams.When the primary beams are less than 20 ft.,secondary beams are not required,but may be placed at any distance from the wall and at any center to center distance between beams. Lintels: Are required over doorways exiting the compartment. The minimum lintel height is 8 inches or at least the depth of the primary beams,whichever.is greater. Soffit and Beam combinations: Soffits may be installed around the room perimeter.The beams would then be placed within the soffited area.There is no limitation for the size of the soffit as long as the water distribution is not impaired per the obstruction rules in NFPA 13 for Residential sprinklers. Beam pockets would then be measured from the face of the soffit.The sprinkler coverage area shall be spaced off the walls. Sprinkler Location:The sprinklers must be located below the underside of the beams,not in the beam pockets.The deflector shall be within V/1s°and 1"/1s"off the bottom of the primary beam.The horizontal distance between the centerline of the sprinkler and the edge of the primary beam cannot be more than 2 *._ CAUTION A structural engineer must be consulted before drilling into beams to install drops.It drilling into the beam is not allowed,then the drop may be installed adjacent to the primary beam perthe dimensions above. I I i 1-11/16°(42,8 mm)Max. 1-11/16"(42,8 mm)Max. 1-3/16°"(30,2 mm)Min. 1-3116°"(30 2 mm)Min. Victaulic Victaulic Residential Pendent Sprinkler Residential Pendent Sprinkler SIN V2730,V2732 Maximum 1/2SIN V2730,V2732 Beam Width Plus 2 inches SPRINKLER POSITIONING UNDER BEAMS 40.41 -6 BEAMED CEILING ARRANGEMENTS A::17B::: B--► A—►�--B a—B D Ceiling C Ceiling D Primary D Primary Beaam Beam Secondary Beam C Walls Walls PRIMARY BEAM SPANS UP TO 20'-0"(6,1 m) PRIMARY BEAM SPANS GREATER THAN 20'-0"(6,1 m) Figure 3A Figure 3B All dimensions are measured to wall faces and to centerlines of All dimensions are measured to wall faces and to centerlines of beams. beams. A=Distance from wall to nearest primary beam: A=Distance from wall to nearest primary beam: Mini- Minimum: 3'-4" (1,0 m); Maximum: No more than'/2 listed mum:3'-4"(1,0 m);Maximum:No more than 1/2 listed sprin- sprinkler spacing. kler spacing. B= Spacing between primary beams: 20'-0" (6,1 m)maxi- B= Spacing between primary beams: 20'-0" (6,1 m) maxi- mum mum C= Beam depth:14"(356 mm)maximum. C= Beam depth:14"(356 mm)maximum. D=Beam span:20'-0"(6,1 m)maximum. D= Secondary Beam Spacing:20'-0" (6,1 m)maximum spac- ing. Secondary beams are to be equal in depth to primary beams and are required so that the primary beam pockets do not exceed 20'-0"(6,1 m). t—A—rt—B B kD Ceiling Ceiling Primary Beam Primary Secondary C Beam Beam Secondary Walls Beam Face of soffit Watts Bottom of Soffit COMBINATIONS OF PRIMARY AND SECONDARY BEAMS BEAM AND SOFFIT ARRANGEMENTS Figure 3C Figure 3D All dimensions are measured to wall faces and to centerlines of D=Use the dimensions shown in Figures 3A,3B,and 3C,except beams. that measurements are taken from the face of the soffit A=Distance from wall to nearest primary beam: Mini- instead of from the wall surface. mum:3'-4" (1,0 m);Maximum:No more than'/2listed sprin- NOTE:The sprinkler area of coverage is to be measured from the kler spacing. wall. B= Spacing between primary beams: 20'-0" (6,1 m) maxi- mum C= Beam depth: 14" (356 mm) maximum. Note: Secondary beam depth cannot be greater than the primary beam. D= Secondary Beam Spacing: Secondary beams may be spaced at any distance,unless primary beam spans exceed 20'-0"(6,1 m). This product shall be manufactured by Victaulic Company.All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications,designs and standard equipment Mhout notice and without incurring obligations. 40.41 -7 VSR-F Oil P ER VANE TYPE WATERFLOW ® ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. D. 2081 Craig Road • P.O. Box 28480 55 Glen Cameron Road St.Louis, MO 63146-4161 Thornhill, Ontario, Canada L3T 1P2 (314) 878-4321 • (800) 325-3936 (905) B82-1833 UL,ULC and CSFM Vsted,FM and LPC Approved,NYMEA Accepted Service Pressure: Up to 450 PSI Minimum Flow Rate for Alarm:10 GPM Maximum Surge: 18 FPS Contact Ratings:Two sets of SPDT(Form C) 15.0 Amps at 1251250VAG (� 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2'.conduit 1i Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die-cast Fiousing. • NEMA4/IP54 Rated Enclosure-use with appropriate conduit fitting • Temperature Range: 40017/120017, 4.56C/490C • Non-corrosive sleeve factory installed in saddle I I Caution:This device is not intended for applications in explosive environments Sizes Avallable: -Pipe schedules 10 thru 40,sizes 2'thru B" BS 1387 pipe 50mm thru 200mm Service Use: Automatic Sprinkler NFFA-13 One or two family dwelling NFPA-13D U.S. PAT. NO.3921989 Residential occupancy up to four stories NFPA-13R National Fre Alarm Code NFPA-72 . CANADIAN PAT. NO. 1009680 OTHERS PATENTS PENDING Optional: Cover Tamper Switch Kit,StockNo.009001B POTTER ELECTRIC, Rd., 1990 GENERAL INFORMATION INSTALLATION: See Fig.2 The Model VSR-F is a vane type waterflow switch for use on wet These devices may be mounted on horizontal or vertical pipe. On sprinkler systems. it is UL Listed and FM Approved for use on horizontal pipe they should be installed on the top side of the pipe steel pipe; schedules 10 through 40, sizes 2'thru 8". where they will be accessible. The units should not be installed LPC approved sizes are 2' thru 8"(50mm thru 200mm). within 6' of a fitting which changes the direction of the waterflow or within 24'of a valve or drain. The unit may also be used as a sectional waterflow detector on Drain the system and drill a hole in the pipe using a circular saw in a large systems. slow speed drill. The 2'(50mm) and 21/2'(65mm) devices require The unit contains two single pole,double throw,snap action a hole with a diameter of 1 114'+1/8' -1116'(33mm t2mm). All switches and an adjustable, instantly recycling pneumatic retard. other sizes require a hole with a diameter of 2'tl/B' (50mm t2mm). The switches are actuated when a flow of 10 gallons per minute or Clean the inside pipe of all growth or other material for a distance more occurs downstream of the device. The flow condition must equal to the pipe diameter on either side of the hole. exist for a period of time necessary to overcome the selected be inserted into the hole; do not bend or retard period. Roll the vane so that it may . crease it. Insert the vane so that the arrow on the saddle points in ENCLOSURE: The unit is enclosed in a general purpose,die-cast the direction of the waterflow. Install the saddle strap and tighten nuts housing. The cover is held in place with two tamper resistant alternately to an eventual 50 ft-lbs.of torque(see Fig.2). The vane screws which require a special key for removal. A field installable must not rub the inside of the pipe or bind in any way. cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. Specifications subject to change without notice. 5400775 for installation instructions of this switch. .PRINTED IN USA MKT.#6800001-REV L PAGE 1 OF 2 MFG.#5400761-11195 . ®1! I% �' X•�•` •'` MUI.�CITONt ELM,I not it-,iiz►��,� ----__- Potter Electric Signal.Company Potter Electric Signal&Mfg., LTD. 20131 Craig Road •P.O. Box 2B480 55 Glen Cameron Road St Louis, MO 63146-4161 Thornhill, Ontario, Canada UT 1 P2 (314% 878-4321'•(800) 325-3936 (905) 882-1833 Wheelock's MT and.MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time'Horn,.Code-3 Tone, Code-3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code-3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. Features --One alarm appliance with (8) eight selective L• signals to provide Superior sound penetration for k various ambient and wall conditions with two field selectable sound output levels. Code-3 Horn and Tone meet N.FPA/ANSI/ISO nJ temporal pattern for standard emergency evacu- ation signaling. ' • Audible-and strobe can operate from a single ; signaling circuit. is • Designed to meet or exceed NFPNANSI Standards and ADA Accessibility Guidelines. Low current draw with low temperature compensa- tion to reduce.power consumption and wiring costs. Model MT-24-LSM • Low cost installation via standard electrical boxes. (strobemom shown) Attractive flush or surface mounting options available. dBA and Current Ratings Model MT 12/24MT-24-LSM (Horn) (StroWHorn) Stock No. 1610914 Stock No.1610915 Tone' Amps Typical Amps Typical at 24VDC dBA at 10' at 24VDC dBA at 10' HI STD HI STD HI STD HI STD Horn 0.040 0.023 99 93 0.405 0.388 99 93 Bell 0.014 0.012 92 67 0.379 0.377 92 87 March Time Horn 0.040 0.023 99 93 0.405 0.388 99 93 Code-3 Horn 0.040 0.023 99 93 0.405 0.38B 99 93 Code-3 Tone 0.028 0.017 95 90 0.393 0.382 95 90 Slow Whoop 0.048 0.026 99 94 0.413 0.391. 99 94 Siren 0.036 0.023 98 93 0.401 0.388 98 93 Hi/Lo 0.020 0.014 93 88 0.365 0.379 93 88 PRINTED IN USA MKT.#8850002-REV A PAGE 1 OF 2 11!85 AJ • • When placing an order, indicate t _ 1WHEN = ; the full product name. Please CALL specify the quantity and t)Ipe. ° ' • • ` riardware for hanging is not INCASE DFFIRE supplied with the Sign. It must be DO NOT SHUT VALVE UNTIL FIRE IS ENTIRELY OUT ( Pp ordered separately. i Availability and Service: -J Central sprinklers, accessories, and other products are available ' The blank spaces on this sign may throughout the U.S, and Canada. be utilized to provide message and internationally through a flexibility. Simply add combinations of Sign-Type E network of Central Sprinkler sign Type B and Type C as desired., A• . ' distribution centers. You may is write directly to Central Sprinkler Sign -Type B Hydraulically Designed ' Company, or call (215) 362-0700 Spfinkler System for the distributor nearest you. INo.of SprinklersMM AUXILIARY DRAIN ' ' ' Guarantee: Central Sprinkler I Company will repair and/or replace any products found to be Basis of Design defective in material or i.MENBM workmanship within a period of Sign -Type C •D • one year from date of shipment. _ Please refer to the current Price FRONT aP� List for further details of the 1.WAIMLI)WPATE MSIDUMPAMMEATUCPsl warranty. . . . .• �, - IIASIMIIIIIIISIIIConversion Table: ' 1 inch=25.400 mm BACK 1 foot=0.304B M . 1 pound=0.4536 kg •- Conversions are approximate. WHENVALVE-35MBE CLOSEDAMPIPESDRAINED. Now EENTRAL Central Sprinkler Company 451 N.Cannon Avenue.Lansdale. PA 19446 01995 Central Sorinxler Company Phone(215)362-.2700 Sign_ Printed in U.S.A_ FAX (215)362-5385 for high B" �, « •nee �. �md Engred it relief C sur ; E ��. ' � no ` Sizes %11 - 2" ,pacify To prevent back-siphonage and backpressure of con- Patent 14.241,752 taminated watet into the safe drinking water supply, when 90947-s installed at each high hazard cross-connection. a ;f - onnec- protection in cross c Use Series 909 for backflow pro tion control and containment at the service entrance.The ;�°°� 909 high capacity relief incorporates the air-in/water-out n principle and substantially improves the relief valves dis- charge performance. The emergency condition of com- bined back-siphonage and backpressure with both checks fouled can defeat the effectiveness of a standard RPZ backflow preventer. Standardly furnished with NPT Note:The installation of a drain line recommended. When installing a body connections and quarter-turn, full port, resilient drain line,and air gap in necessary(see page 5). seated, bronze ball valve shut-offs No. 909QT. Sizes /4 and 1" have Tee handle shut-offs. BACKFLOW PREVENTION FOR HIGH HAZARD Available 61.6--e els CROSS-CONNECTION and CONTAINMENT Prefix INSTALLATIONS WITH CONTINUOUS PRESSURE C-with strainer clean and check,3/4"and 1"only Capacity Suffix QT-with quarter-turn,full port,resilient seated ball valve shut-offs As compiled from documented Foundation for Cross-Connection Control and Hydraulic S-with bronze strainer Research at the University of Southern California lab tests. HW-with stainless steel check modules for hot water and harsh water conditions 'Typical maximum mechanicalfirrigation system flow rale(7.5 feet per second) . PC-with internal Polymer Coating %11909 ` LF-without shut-off valves 16 Prefix 012 U- with integral body unions(3/4"and 1"only) FAE-with flanged adapter ends(1'/4",11/2",2"only) a 8 Features 4 ® Quarter-turn ball valve shut offs F Replaceable bronze seats 0 5 10 15 20 25 30 35 GPM a Designed pressure drop 44 Modular design 5 75 10 15 20 FPS * Simple and economical service a Pio special tools required for 20 11,909 High capacity relief protection servicing against combined back-siphonage/ (315 backpressure backflow a10 Standards (see page 3) 5 Pressure-Temperature Series 909 suitable for supply pressure up to 175 psi and 0 5 10 15 20 25 30 35 40 45 50 55 60 GPM water temperatures up to 140°F continuous and 180°F in- 5. 7.5 10 15 20 FPS termittent.Suffix HW stainless steel check modules suit- 20 1 1/a"909M1 able for supply pressure up to 175 psi and water tempera- ture up to 210°F for harsh water conditions. 0 15 Connections a 10 3/4"- 1" 909QT has NPT female threaded body connections. 5 1'/4"-2"909QTM1 has NPT male threaded body connections. Dimensions-Weights (approximate) 0 10 20 30 40 50 60 70 80 90 100 GPM 5 7.5 10 15 20 FPS Size Dimension(ii ches) Wgt.(Ibs.) 1 '/s"909M1 inches A B C D E F G H w!o strainer 20 3/4 21'/, 17'/4 75/16 4 43/, 11'/4 63/4 31A 151A 14 1 22'/4 173/16 75/16 4 43/4 13 7 3T/e 17'/2 15 15 11/4 255A 205/8 103/8 5 65/6 14 7'h 51/a 423/1 40 10 I% 273/16 213/,7 103/6 5 65/e 15 7'h 5'/a 44 40 a 2 301/1 235/8 103/8 5 65/e 16 73/a 51h 473/8 40 5 . gum c— 0 10 20 30 40 50 60 70 80 90 100 GPM A e 5 7.5 10 15 FPS 20 2" 909M1 15 4W 015 E a 10 9090T•S S 0 25 50 75 100 125 150 175 200 GPM 6 _ For more information,send for ES-909S 5 7.5 10 15 FPS Table A-3-3.4 Copper Tube Dimensions Type K Type L Type M Nominal Outside Inside Wall Inside Wall Inside Wall Tabe Diameter Diameter Thickness Diameter Thickness Diamter Thickness Size (in.) in. mm in. mm in. mm in. mm in. mm in. mm in. mm 3/a 0.875 22.2 0.745 18.9 0.065 1.7 0.785 19.9 0.045 1.1 0.811 20.6 0.032 0.8 1 1.125 28.6 0.995 25.3 0.065 1.7 1.025 26.0 0.050 1.3 1.055 26.8 0.035 0.9 1�/a 1.375 34.9 1.245 31.6 0.065 1.7 1.265 32.1 0.055 1.4 1.291 32.8 0.042 1.1 1�/2 1.625 41.3 1.481 37.6 0.072 1.8 1.505 38.2 0.060 1.5 1.527 38.8 0.049 1.2 2 2.125 54.0 1.959 49.8 0.083 2.1 1.985 50.4 0.070 1.8 2.009 51.0 0.058 1.5 21/2 2.625 66.7 2.435 61.8 0.095 2.4 2.465 62.6 0.080 2.0 2.495 63.4 0.065 1.7 3 3.125 79.4 2.907 .73.8 0.109 2.8 2.945 74.8 0.090 2.3 2.981 75.7 0.072 1.8 31/2 3.625 92.1 3.385 86.0- 0.120 - 3.0 3.425 87.0 0.100 2.5 3.459 87.9 0.083 2.1 '4 4.125 104.8 3.857 98.0 0.134 3.4 3.905 99.2 0.110 2.8 3.935 99.9 0.095 2.4 5 5.125 130.2 4.805 122.0 0.160 4.1 4.875 123.8 0.125 3.2 4.907 124.6 0.109 2.8 6 6.125 155.6 5.741 145.8 0.192 4.9 5.845 148.5 0.140 3.6 5.881 149.4 0.122 3.1 8 8.125 206.4 7.583 192.6 0.271 6.9 7.725 196.2 0.200 5.1 7.785 197.7 0.170 4.3 10 10.130 257.3 9.449 240.0 0.338 8.6 9.625 244.5 0.250 6.4 9.701 246.4 0.212 5.4 Table A-2-3.4 Copper Tube Dimensions Type K. Type L Type M Nominal Outside Inside Wall Inside Wall Inside Wall Tube Size Diameter Diameter Thickness Diameter Thickness Diameter Thickness In. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) 0.875 (22.2) 0.745 (18:9). 0.065 (1.7). 0.785 (19.9} 0.045 (1.1) 0:811 (20.6) 0.032 (0.8) 1 1.125 (28.6) 0.995 (25.3) 0.065 (1.7) 1.025 . (26.0) 0.050 (1.3) 1.055 (26.8) 0.035 (0.9) 174 1.375 (34.9) 1.245 . (31.6) 0.065 (1.7) 1.265 (32.1) 0.055 (1.4) 1.291 (32.8) 0.042 (1.1) 1'/2. 1.625. (41.3) 1.481 (37.6) 0.072 (1.8) 1.505 (3B.2) 0.060 (1.5) 1.527 (38.8) 0.049 (1.2) 2 2.125 (54.0) 1.959 (49.8) 0.083 . (2.1) 1.985 (50.4) 0.070 (1.8) 2.009 •(5.1.0) 0.058 (1.5) 2'12 2.625 (66.7). 2.435 (61.8) 0.095 (2.4) 2.465 (62.6) 0.080 .(2.0) 2.495 (63.4) 0.065 (1.7) 3 3.125 (79.4) 2.907 (73.8) 0.109 (2.8) 2.945 (74.8) 0.090 (2.3) 2.981 (75.7) 0,072 (1.8) 31/2 3.625 (92.1). 3.385 (86.0) 0.120 (3.0) 3.425 , (87.0) 0.100 (2.5) 3.459 (87.9) 0.083 (2.1) 4 4.125 (104.8) . 3.857 (98.0) 0.134 (3.4) 3.905 (99.2) 0.110 (2.8) 3.935 (99.9) 0,095 (2.4) 5 5.125 . (130.2) 4.805 (122.0) 0.160 (4.1) 4.875 (123.8). 0.125 (3.2) 4.907 (124.6) 0.109 (2.8) 6 6.125 (155.6) 5.741 (145.8) 0.192 (4.9) 5.845 (148.5) 0.140 (3.6) 5.881 (149.4) 0.122 (3.1). 8 8.125 (206.4) 7.583 (192.6) 0.271 (6.9) 7.725 (196.2) 0.200 (5.1) 7.785 (197.7) 0.170 (4.3) 10 10.13 (257.3) 9.449 (240.0) 0.338 (8.6) 9.625 (244.5) 0.250 (6.4) 9.701 (246.4) 0.212 (5.4) INCORPORATED L CORONA,CA-(714)737.5599 TMM� PICTORIAL INDEX - Fig. 126 Fig.260-1 Lag Bolts Pipe Covering Gimlet PointProtection Page 67 Saddle-1-, Insulation Page 76 Flg.130 Fig 261-1-1/2 Beam Ciamp Pipe Covering With Bolt Protection And Nut 1 Saddle-1-1/2" ra Page 68 Insulation " Page 77 Fig.200 Fig.262-2 Trimllne- Pipe Covering Adjustable Protection Ring Hanger Saddle-2 Page 69 Insulation T 40.P* Page 7 8 Fig.200 WON Fig 263-2-1/20 ,. • -Trirrdine- Pipe Covering Adjustable Protection Ring Hanger Saddle-2-1/2" Without Insulation Swivel Nut0Page 79 Page 70 l Fig.202 Fig.264-3 a Pipe Covering Copper Tubing Ring Hanger Protection Page 71 Saddle-3" Insulation 0• .�. Page 80 Fig.203 Fig.265-4F. Adjustable Protection Covering '9 PVC Coated Saddle Ring Hanger Page 72 Insulation page 81 Fig.207 Fig.3D1 CT Baffle Plates 0 Copper Tubing Page 73 Split Ring Extension Hanger Page 82 Fig.,209 Fig.302 Wedge Split Ring Anchors Extension Page 73 Hanger Fig.210 <> Page 82 Fig.303 Self Drilling Split Ring Anchors Hanger Page 73 Page 83 Fig.219 R9.304 Rib Shield Weld Beam Page 74 Attachment Page 84 Fig.220 i Fig.308 Insulation Weld Beam Protection Attachment ShieldWith Pin Page 75 IlW` Page 84 • l Fig.221 Fig.306 Wood Block w. Turnbuckle Saddles With Swivel Page 75 Short Pattern When placing an order, indicate w ]RINGS WHEN . the full product name. Please 1is CALL 2 I specify the quantity and t 1pe. RN, .• Hardware for hanging is not DO NOT SHUTVALVE UNnL FIRE IS ENTIRELY OUT i supplied with the Sign. It must be ordered separately. i Availability and Service: Central sprinklers, accessories; _ and other products are available The blank spaces on this sign may throughout the U.S, and Canada. be utilized to provide message and internationally through a flexibility. Simply add combinations of Sign-Type E network of Central Sprinkler sign Type B and Type C as desired. • - distribution centers. You may 71iisBOidingisProtectedbyawrite directly to Central Sprinkler Sign -Type B Hydmulically Designed ' Company, or call (215) 362-0700 SpirinklerSystem • ., . for the distributor nearest you. AUXILIARY DRAIN LtIcationGuarantee:Central Sprinkler i • io.of Speinklers Company will repair and/or i replace any products found to be Basis of Des! defective in material or GP1A'S°�T workmanship within a period of Sign - Type C 2.DESIGNED ARLA OF DISCHARGEs°.�• one year from date of'shipment. FRONT Please refer to the current Price 1.WATERTLOWRATE °PM List for further details of the .• _. 2.SrSIDUALPRESSUREATTHE warranty. rsi , . . - 19; Conversion Table: 1 inch=25.400 mm BACK 1 foot=0.3048 M • 1 pound=0.4536 kg •- Conversions are approximate. VJHENVALVMSMBECLZ)SEDAtiDPIPESDRAINED. EENTRAL Central Sprinkler Company 451 N.Cannon Avenue.I-arSdale. PA 19446 01995 Central Sorinxler Company Phone(215)362••J7o0 Printed in U.S.A. FAX (215)362•=385 Sign,=•- MUM INCORPORATED '" 6 . - CORONA,CA•(714)737.5599 ell PICTORIAL INDEX Fig.260-1 Mg. 126 Pipe Covering Protection Lag.Bolts ' Gimlet Point Saddle-i" Page 67 Insulation ' Page 76 Fig.130 Fig 261-1-1/2 Beam Clamp Pipe Coveting With Bolt Protectlon And Nut Saddle-1-1/2" Page 69 Insulation page 77 Fig.262-2 Fig.200Pipe Covering "Tramline" Protection Adjustable Saddle-2" Ring Hanger Insulation Page 69 Page 78 Fig.200 WON Fig 263-2-1/2 w, Ring Hanger •TrWine' Pipe Covering Adjustable Protection Saddle-2-1/2" Ping H �. Insulation Without Swivel Nut Page 79 Page 70 Fig.264-3 Fig.202 Pipe Covering Copper Tubing Protection Ring Hanger Saddle-3" Page 71 insulation Page 8D Fig.203 Fig.265-4 0 Adjustable Pipe Covering PVC Protection vCCoated Saddle-4" Ring Hanger Insulation Page 72 page 81 Fig,301 CT Mg.207 Copper Tubing Baffle Plates Split Ring Page 73 Extension Hanger Page 82 Fig.,209 Fig.302 Wedge Split Ring Anchors Extenslon Page 73 Hanger Page 82 Fig.303 Flg.210 Split Ring Self Drilling Hanger Anchors a o Page 83 Page 73 Fig.219 Sq.304. Rab Shield Weld Beam Page 74 Attachment Page 84 Fig.308 Fig.220 # Weld Beam Insulation Attachment Protection With Pin Shield Page 84 Page 75 Fig.221 Fig.306 Wood Block Turnbucfde Saddles With Swivel Page 76 Short Pattern I V4VWNW1 1 is 11 1 1 V %A1 V V%J illustrated B=e Valve Bronze Globe Valve Bronze Angle Valve Ring GatetDesign U��'C�L Union BonUnion Bonnet net 175 Ih.W.WP. Resilient sealing M 6•W.W.P. TFE ring seat INDEX 150 Ib.WMA Fig. Page "viol No. No. KT-65...... ............. 11 KT-67. .... . ............ 11 KT-1 BO ................ 12 t KT-211-W........... 13 .�. KT-291-W3............. 14 KT-403-W. . ............ 15 KT-M KT-5T KT-160 Rubber DiscRisingstem . KT-5 B 0 .. . . .......... .. .16 " Sizes Y Rubberr thru 1' sizes rOn 2' Saes�•tivu s Threaded ends Threaded ends KT-5B5-70 ...:...... ... 17 Ttreadedends , . Bronze Globe Valve Bronze Side Outlet Globe Valve Bronze Check Valve Screw-In Bonnet Screw-in Bonnet Horizontal swing 200 Th W.W.P. 400Ib.WWP. 2001b.W.W.P. KT-21I-W KT-291-W3 1?-403-W TFE Disc Surl-N Diss Buna-N Disc . Sizes W 6uu 3' Site u• Y pot am ' •Threaded ends Threaded ends Threaded ends Bronze Ball Valve Bronze Ban Valve Ills Ring Bell Design Ring Bell Design t Conventional Port Fun Port 4Do Ib.W.W.P. 400 Ib.W.W.P. Y t • d . TFE seats TFE seats Sizes .9uu � r Threaded ends Sizes iP nn,1' Threaded ends 10 NIBCO INC., ELKHART, INDIANA i ...... , Hyl � - a 1, .,i�J lY r � r i 1.. ,,1 1 (r�✓,r`nj4.MY ��N IIY�� t I .; 1�t F `c ��I1t,'r lli`I(lilnt)�dE"`�T'-h� _ 4 t'-�•//t1 �!''Il�.�'1 1I� � '1 �� • :1 • • 11 • I yrI . +i ' 1 Mid+ •, 1a� rry..wliy r 4 rr�' r'�Itt ��r 1 yl r'lnJ� 11L�'°ifeyl ii�I}liu 17-jEI I �v,i. 1145.-�y '•„ i � Afl(J11�AN ... ••1 • 11 • It • s ' z` Imy ? .1 l�! ��r�til W�Y L-�V�, IY, �j. ' • v kll 3N. rel} �� i!� � • • hi F yfiDl ,�,sw g I f '� F 1 1 rll�i r Y �• �U1.R i � / �\y� it �,�� 1YJV Ivh fi 4 •S � r '� 1,.•. t '' .'.l. /' _ • ' ' ( p'T.L,S_r� t'� �r �� i;moi• • 1 • 1 Y!1 • •e • '.m- 1 I VL i LV FIVi Mrr-MuVCu T •i No. 86 No.BBH No.67 No.68 Bronze Hose Valve Bronze Hose .erve Iron Body Grooved Check Valve Iron Body Screwed Check Valve Female%..Female Threads Female x Ma:.'nreaos 250 WOG—4' 250 WOG—4' 300 WOG-1 1/2'x 2 112' 300 WOG '12'x 2 112' See Page 12 See Page 12 See Page 11 See Page 11 UL LISTED AME W- No.1 B No.9D • No. 126S 0 5&Y Gale Valve..._._-.. Iron.Body..Waier Check.Valve - - - Bronze Angle Valve..__......:... 175 WOG—1'-2' 250 WOG—4'.6'.&8' 200 WOG—2'Only See Page 29 See Page 13 See Page 5 • 1 �ti:: �yiY i n4 N Mir. Y N No.125S No.132 Bronze Globe ValveNo.30 Inspector's Test&Relief Valve Hose Valve 200 WOG—2'Only 200 PSI WOG—1' 300 WOG— See Page 5. See Page 9 V& 1 112'NH See Page 36 QG BOISE" Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F13O1 BC CALC@ 9.2 Design Report- US 1 span No cantilevers 0/12 slope Thursday,April 06,2006 08:02 Build 141 File Name: Jackson Waverly Oaks Bldg. 1.13CC Job Name: Waverly Oaks Description: F601 Address: Bldg.1 Units 521-523 Waverly Road Specifier: City, State,Zip:N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 2 I I AOL w a r a a ¢ 13-04-00 B0, 1-3/4" B1, 1-3/4" LL 2567 lbs LL 2567 lbs DL 1284 lbs DL 1284 lbs Total of Horizontal Design Spans=13-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 13-04-00 10 psf 07-00-00 2 roof load Unf.Area Left 00-00-00 13-04-0035 psf 15 psf 07-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 12834 ft-lbs 40.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3237 lbs 27.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U571 (0.28") 42.0% 1 1 output as evidence of suitability for Live Load Defl. U856 (0.187") 42.0% 1 1 particular application.Output here based Max Defl. 0.28" 28.0% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 13.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum (U360) Live load deflection criteria. (8 ask questions,please call (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER@,AJSTm, Minimum bearing length for B1 is 1-1/2". ALLJOIST@,BC RIM BOARD-,BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ BOISE GLULAMT" SIMPLE FRAMING 1/2 intermediate bearing SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND TM,VERSA-STUD@ are Connection Diagram trademarks of Boise Wood Products, b —d L.L.C. a o � o c � e o • o • o 'tN OF MASS9cyG HOSSEIN �p a minimum=2" c=7-7/8" SALEHKHOU b minimum=3" d= 12" o STRUCTURAL - No.38367 e minimum=3" Nailing schedule applies to both sides l�5fjtth jnro6Phher. Member has no side loads. D�SC . /ON Connectors are:16d Sinker Nails The supplier acknowledges that it has requested AN Associates,Inc to review a pre-engineered building product identified as above for the span and loading conditions shown on this calculation sheet. The supplier further acknowledges that JSN Associates,Inc.wwilt nfA engineer,design, manufacture or erect said item and is not r�panSiible in any way for defects or deficiencies. Therefore,the supplier waves all claims against JSN Associates,Inc.arising in any way from any defects,deficiencies,errors or omissions in the load determination,design,febricffiion or ereetion of said item, Note: Page 1 of 1 Adequate design of supporting structure must be provided by others BOISE" . Triple 1-314" x 9-112" VERSA-LAM® 2.0 3100 SP Floor Beam1F1303 BC CALC®9.2 Design Report- US 2 spans No cantilevers 10/12 slope Thursday,April 06,2006 08:02 Build 141 File Name: Jackson Waverly Oaks Bldg.3.BCC Job Name: Waverly Oaks Description: FB03 Address: Bldg.3 Units 531-533 Waverly Road Specifier: City, State,Zip:N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: d I I I I I I I Ak I I 1 1 1 1 1 1 11 I I I I I I I I 05-07-00 Ak 12-01-00 B0, 1-3/4" B1,3-1/2" B2,11-3/4" LL 2545 lbs LL 12300 lbs LL 4913 lbs DL 166 lbs DL 6138 lbs DL 2393 lbs Total of Horizontal Design Spans=17-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 17-08-00 40 psf 10 psf 11-00-00 2 1 st flr bearing Unf. Lin. Left 00-00-00 17-07-00 0 plf 75 plf n/a 3 2nd flr Unf.Area Left 00-00-00 17-07-00 30 psf 10 psf 11-00-00 4 2nd flr bearing Unf. Lin. Left 00-00-00 17-07-00 0 plf 75 plf n/a 5 cieling Unf.Area Left 00-00-00 17-07-00 20 psf 10 psf 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18361 ft-lbs 87.7% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -20351 ft-lbs 97.2% 100% 1 2-Left be verified by anyone who would rely on End Shear -6100 lbs 64.4% 100% 16 2-Right output as evidence of suitability for Cont. Shear 9259 lbs 97.7% 100% 1 2-Left particular application.Output here based Uplift 2048 lbs n/a 16 1 -Left on building code-accepted design properties and analysis methods. Total Load Defl. U262(0.553") 91.5% 16 2 Installation of BOISE engineered wood Live Load Defl. U385(0.377') 93.6% 16 2 products must be in accordance with Total Neg. Defl. -0.074" 14.8% 16 1 current Installation Guide and applicable Max Defl. 0.553" 44.2% 16 2 building codes.To obtain Installation Guide Span/Depth 15.3 n/a 2 or ask questions,please call (800)232-0788 before installation. Cautions BC CALC®,BC FRAMER®,AJSTm, Uplift of 2048 lbs found at span 1 -Left. ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMTm,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets Code minimum (U240)Total load deflection criteria. VERSA-STRANDTm,VERSA-STUD®are Design meets Code minimum (U360) Live load deflection criteria. trademarks of Boise wood Products, Design meets arbitrary(1.25") Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 4-5/8". Minimum bearing length for B2 is 1-7/8". Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ ("OFALgs 1/2 intermediate bearing s oaf q�yG HOSSEIN Disclaimer: o SALEHKHOU 0 STRUCTURAL. cn The supplier acknowledges that it has requested JSN Associates,Inc No.38367 to review a pre-engineered building product identified as above for the span and loading conditions shown on this calculation sheet. ? /STEP ' The supplier further acknowledges that JSN Associates,Inc.will not engineer,design, manufacture or erect said item and is not esponsible in any way for defects or deficiencies. Therefore,the supplier Naves all claims against JSN Associates,Inc.arising in 76. Orr Z any way from any defects,deficiencies,errors or omissiorte in the load determination,design,fabrication or erection of said item. Note: Page 1 of 2 Adequate design of supporting structure must be proylded by others ROWE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1171303 BC CALC®9.2 Design Report- US 2 spans I No cantilevers 10/12 slope Thursday,April 06,2006 08:02 Build 141 File Name: Jackson Waverly Oaks Bldg. 3.BCC Job Name: Waverly Oaks Description: FB03 Address: Bldg.3 Units 531-533 Waverly Road Specifier: City, State,Zip: N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram b —d a o o c e o • � • o I jN OF HOSSEIN G� o SALEHKHOU a minimum=2" c=5-1/2" o STRUCTURAL, cn b minimum=3" d= 12" l g No.38367 e minimum=3" Nailing schedule applies to both sides of the member. S! Member has no side loads. Connectors are:16d Sinker Nails Q O v' Disclaimer: Al The zupplier acknowledges that it has requested JSN Associates,Inc to review a pre-engineered building product identified as above for the span and loading conditions shown on this calculation sheet. The supplier further acknowledges that JSN Associates, Inc.wilt riot engineer,design, manufacture or erect said item and is not ;,k35octsible in any way for defects or deficiencies. Therefore,the ,uoplier vieves all claims against JSN Associates,Inc.arising in ai,y way from any defects,deficiencies,errors or omissions in the load determination,design,fabrication or erection of said Item. Note: Adequate design of supporting structure must be provided by others Page 2 of 2 BOISE- Double 1-3/4" x 9-112" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 06, 2006 08:02 Build 141 File Name: Jackson Waverly Oaks Bldg.3.BCC Job Name: Waverly Oaks Description: F602 Address: Bldg.3 Units 531-533 Waverly Road Specifier: City, State,Zip: N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: u 08-10-00 B0, 1-3/4" B1, 1-3/4" LL 1590 lbs LL 1590 lbs DL 439 lbs DL 439 lbs Total of Horizontal Design Spans=08-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 08-10-00 40 psf 10 psf 09-00-00 Controls Summary Value %,Allowable Duration Load Case Span Location Disclosure Pos. Moment 4480 ft-lbs 32.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1632 lbs 25.8% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U842(0.126") 28.5% 1 1 output as evidence of suitability for Live Load Defl. U1075(0.099") 33.5% 1 1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.126" 12.6% 1 1 properties and analysis methods. Span/Depth 11.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER@,AJSTm, Minimum bearing length for B1 is 1-1/2". ALLJOIST@,BC RIM BOARDTM,BCI®, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ BOISE GLULAMT"" SIMPLE FRAMING 1/2 intermediate bearing SYSTEMO,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIMS, VERSA-STRANDTM,VERSA-STUDS are Connection Diagram trademarks of Boise Wood Products, b d L.L.C. a • �• • c •� • �yZN OF Mqs 9 � sc O� yG � HOSSEIN N a minimum=2' c=5-1/2" SALEHKHOU Disclaimer. o -o b minimum=3" d= 12" The supplier acknowledges that it has requested JSN Associates,Inc U STRUCTURAL No.38367co Member has no side loads. to review a pre-engineered building product identified as above for 9 0 Connectors are:16d Sinker Nails the span and loading conditions shown on this calculation sheet. �. ��►STEP� The supplier further acknowledges that JSN Associates,Inc.will not engineer,design,manufacture or erect said item and is not :,esponsible in any way for defects or deficiencies. Therefore,the Q-B U supplier waves all claims against JSN Associates, Inc.arising in pny way from any defects deficiencies,errors or omissions in the load determination,design,fabrication or erection of said item. Note: Adequate design of supporting structure must be provided by others Page 1 of 1 BOISE- Triple 1-3/4" x 11-718" VERSA-LAM(g) 2.0 3100 SP Floor Beam1F1301 BC CALCO 9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 06, 2006 08:03 Build 141 File Name: Jackson Waverly Oaks Bldg. 3.BCC Job Name: Waverly Oaks Description: FB01 Address: Bldg.3 Units 531-533 Waverly Road Specifier: City, State,Zip: N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: i t I 2 I l 13-04-00 AML B0, 1-3/4" B1, 1-3/4" LL 2567 lbs LL 2567 lbs DL 1284 lbs DL 1284 lbs Total of Horizontal Design Spans=13-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 13-04-00 20 Psf 10 psf 07-00-00 2 roof load Unf.Area Left 00-00-00 13-04-00 35 ps 15 psf 07-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 12834 ft-lbs 40.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3237 lbs 27.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U571 (0.28") 42.0% 1 1 output as evidence of suitability for Live Load Defl. U856(0.187") 42.0% 1 1 particular application.Output here based u on building code-accepted design Max Defl. 0.28" 28.0% 1 1 properties and analysis methods. Span/Depth 13.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER@,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARDTM,BCI@, Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ BOISE GLULAMT"" SIMPLE FRAMING 1/2 intermediate bearing SYSTEMO,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM®, VERSA-STRANDTM'VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d— L.L.C. a C • �—• N OF MAssq e o 0 0 HOS El SALE HKHOU �+ v STRUCTURAL a minimum=2" c=7-7/8" No.38367 b minimum=3" d= 12" e minimum=3" F�ISTEP� S/ = Nailing schedule applies to both sides of the member. �H Member has no side loads. Disclaimer: 0 6 Connectors are:1 sd sinker Nails The supplier acknowledges that it has requested JSN Associates, Inc to review a pre-engineered building product identified as above for the span and loading conditions shown on this calculation sheet. The supplier further acknowledges that JSN Associates,Inc.will not engineer,design,manufacture or erect said item and is not responsible in any way for defects or defrciencies. Therefore,the supplier waves all claims against JSN Associates, Inc.arising in any way from any defects,deficiencies,errors or omissions in the load determination,design,fabrication or ersr*on of said item. Page 1 of 1 Note: Adequate design of supporting structures must be provided by others BOISE- Triple 1-314" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F603 BC CALC®9.2 Design Report- US 2 spans No cantilevers 0/12 slope Thursday,April 06, 2006 08:03 Build 141 File Name: Jackson Waverly Oaks Bldg.4.BCC Job Name: Waverly Oaks Description: FB03 Address: Bldg.4 Units 535-537 Waverly Road Specifier: City, State,Zip:N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: I I I I I I I I I I I I I I I l a I 1 1 1 1 1 1 Ak 1 1 1 1 1 1 1 I I I I I I I 05-07-00 12-01-00 B0, 1-3/4" B1,3-1/2" B2,1-3/4" LL 2545 lbs LL 12300 lbs LL 4913 lbs DL 166 lbs DL 6138 lbs DL 2393 lbs Total of Horizontal Design Spans=17-08-00 Load Summary Live Dead Snow wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% Trib. 1 Standard Load Unf.Area Left 00-00-00 17-08-00 40 psf 10 psf 11-00-00 2 1st flr bearing Unf. Lin. Left 00-00-00 17-07-00 0 plf 75 plf n/a 3 2nd flr Unf.Area Left 00-00-00 17-07-00 30 psf 10 psf 11-00-00 4 2nd flr bearing Unf. Lin. Left 00-00-00 17-07-00 0 plf 75 plf n/a 5 cieling Unf.Area Left 00-00-00 17-07-00 20 psf 10 psf 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18361 ft-lbs 87.7% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -20351 ft-lbs 97.2% 100% 1 2-Left be verified by anyone who would rely on End Shear -6100 lbs 64.4% 100% 16 2-Right output as evidence of suitability for Cont. Shear 9259 lbs 97.7% 100% 1 2-Left particular application.Output here based on building code-accepted design Uplift 2048 lbs n/a 16 1 - Left properties and analysis methods. Total Load Defl. U262(0.553") 91.5% 16 2 Installation of BOISE engineered wood Live Load Defl. U385(0.377') 93.6% 16 2 products must be in accordance with Total Neg. Defl. -0.074" 14.8% 16 1 current Installation Guide and applicable Max Defl. 0.553" 44.2% 16 2 building codes.To obtain Installation Guide Span/Depth 15.3 n/a 2 or ask questions,please call (800)232-0788 before installation. Cautions BC CALC®,BC FRAMER®,AJSTm, Uplift of 2048 lbs found at span 1 -Left. ALLJOISTO,BC RIM BOARDTm,BCI®, BOISE GLULAMTm,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets Code minimum (U240)Total load deflection criteria. VERSA-STRAND T-'VERSA-STUD®are Design meets Code minimum (U360) Live load deflection criteria. trademarks of Boise wood Products, Design meets arbitrary(1.25") Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 4-5/8". Minimum bearing length for B2 is 1-7/8". r Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ .11A OF 1/2 intermediate bearing HOSSEIN GN Disclaimer: 0 SALEHKHOU The supplier acknowledges that it has requested JSN Associates, Inc V STRUCTURAL. No.38367 to review a pre-engineered building product identified as above for the span and loading conditions shown on this calculation sheet. 9FG/STEP``o The supplier further acknowledges that JSN Associates,Inc.will / not engineer,design, manufacture or erect said item and is not responsible in any way for defects or deficiencies. Therefore,the q 4 d suppler waves all claims against JSN Associates,Inc.arising in any way from any defects,deficiencies,errors or omissions in the /��• load determination,design,fabrication or erection of said item. Note: Adequate design of supporting structure must be provided by others Page 1 of 2 BOISE' Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamXFB03 BC CALC®9.2 Design Report- US 2 spans I No cantilevers 10/12 slope Thursday,April 06,2006 08:03 Build 141 File Name: Jackson Waverly Oaks Bldg.4.BCC Job Name: Waverly Oaks Description: FB03 Address: Bldg.4 Units 535-537 Waverly Road Specifier: City, State,Zip:N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram b d a o o lcl OF o • O• o Mgssgo HOSSEIN is SALEHKHOU a minimum=2" c=5-1/2" 5 STRUCTURAL v No.38367 b minimum=3" d= 12" p e minimum=3" ��G/STt;P� Nailing schedule applies to both sides of the member. CONAL Member has no side loads. 0 6 Connectors are:16d Sinker Nails Djgryialtl'+cr: f(a. Z o�Z The supplier acknowledges that it has requested JSN Associates, Inc to review a pre-engineered building product identified as above for the&pan and loading conditions shown on this calculation sheet. Tho supplier further acknowledges that JSN Associates,Inc.will i1all angine*r,design,manufacture or erect said item and is not m&ponsible in any way for defects or deficiencies. Therefore,the auppiier wovesB all cid against JSN Associates,Inc.arising in any way from any defects,deficiencies,enfors or omissitms in the load determination,design,fabrication or erection of said item. Mote, Adequate design of stipporting structure must be po Mded by others Page 2 of 2 BOISE" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Thursday,April 06, 2006 08:03 Build 141 File Name: Jackson Waverly Oaks Bldg.4.BCC Job Name: Waverly Oaks Description: FB02 Address: Bldg.4 Units 535-537 Waverly Road Specifier: City, State,Zip: N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: 08-10-00 B0, 1-3/4" LL 1590 lbs B1, 1-3/4" DL 439 lbs D 1590 lbs DL 439 lbs Total of Horizontal Design Spans=08-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 08-10-00 40 psf 10 psf 09-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4480 ft-lbs 32.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1632 lbs 25.8% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. 0842 (0.126") 28.5% 1 1 output as evidence of suitability for Live Load Defl. U1075(0.099") 33.5% 1 1 particular application.Output here based Max Defl. 0.126" 12.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 11.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (0240)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum (0 (8 360) Live load deflection criteria. ask questions,please call (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARDTm,BCIO, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ BOISE GLULAMTMSIMPLE FRAMING 1/2 intermediate bearing SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIME), VERSA-STRANDTM'VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d L.L.C. a Disclaimer: The supplier acknowledges that it has requested JSN Associates, Inc to review a pre-engineered buNding product identified as above for • • the span and loading conditions shown on this calculation sheet. The supplier further acknowledges that JSN Associates,Inc.will a minimum=2" c=5-1/2" not engineer,design, manufacture or erect said item and is not H OF MASs9Oti b minimum=3" d= 12" responsible in any way for defects or deficiencies. Therefor@,the supplier waves all claims against JSN Associates,Inc.arising in o Member has no side loads. � .� HOS IN � Connectors are:16d Sinker Nails any way from any defects,deficiencies,errors or ornissions in the SALE ICad determination,design,fabrication or erection of said item. 6 STRUCTURAL Note: No.38367 Adequate design of supporting structure must be provided by others Page 1 of 1 • BOISE" Triple 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP Floor Beam1F1301 BC CALC®9.2 Design Report- US 1 span No cantilevers 10/12 slope Thursday,April 06,2006 08:03 Build 141 File Name: Jackson Waverly Oaks Bldg.4.13CC Job Name: Waverly Oaks Description: F601 Address: Bldg.4 Units 535-537 Waverly Road Specifier: City, State,Zip:N.Andover, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: I I I I I I I I I I I 2j 1 1I I I I I I I I I I I I I I I I I 111 I I I I I I I I 13-04-00 B0, 1-3/4" B1, 1-3/4" LL 2567 lbs LL 2567 lbs DL 1284 lbs DL 1284 lbs Total of Horizontal Design Spans=13-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 13-04-00 10 psf 07-00-00 2 roof load Unf.Area Left 00-00-00 13-04-00 35 sf 15 psf 07-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 12834 ft-lbs 40.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3237 lbs 27.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Dell. U571 (0.28") 42.0% 1 1 output as evidence of suitability for Live Load Defl. U856(0.187") 42.0% 1 1 particular application.Output here based Max Dell. 0.28" 28.0% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 13.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum(U240)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum(U360) Live load deflection criteria. (8 ask questions,please call (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJS'"', Minimum bearing length for 61 is 1-1/2". ALLJOIST®,BC RIM BOARDTM',BCI®, Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ BOISE GLULAM- SIMPLE FRAMING 1/2 intermediate bearing SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDTM,VERSA-STUD®are Connection Diagram Disclaimer: trademarks of Boise Wood Products, b d The supplier acknowledges that it has requested JSN AU6&aces,Inc a to review a pre-engineered building product identified as above for o * 0 the span and loading conditions shown on this calculation sheet. c The supplier further acknowledges that JSN Associates, Inc.will not engineer,design, manufacture or erect said item and is not e 0 0 0 responsible in any way for defects or deficiencies. Therefore,the supplier waves all claimsnst JSN Associates Inc.a >� rising to any way from any defects,deficiencies,errors or omis$km in the a minimum=2" c=7-7/8" load determination,design,fabrication or erection of said item. b minimum=3" d= 12" Note: e minimum=3" Adequate desion of supporting structure must be provided by others _ Nailing schedule applies to both sides of the member. Member has no side loads. �ytH OF MA Connectors are:16d Sinker Nails HOSSEIN G� SALEHKHOU 0 STRUCTURAL. � •4 No.38367 �ISSEe'� sr Page 1 of 1 � � �t..../� -® ;`tom ��--�' �,� 3 S C..1Jr_-u'�x�b-" F-�•-.�.. r�"C'1�11r;, l TOWN OF NORTH ANDOVER BUILDING DEPARTMENT "APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BI ill PERMIT NUMBER. �K `.� DATE ISSUED. SIGNATURE: �--' Euilding lffommissioner/IE�,Wor of Buildings Date SECTION i-SITE INFORMATION 1.1 Property Address: 1.2 A&-Map and Parcel Number: Map Number Parcel Number 1.3 Zoning Information: 1.4 Propertt Dimensions: ZY ZoningDistrict Pr osed Use Ld Area Fronts ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided R 'red Provided 1.7 Water Supply M.G.L.C.40.t 34) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System. Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record �/ 1/ (I, {✓ry j� p/t�� 0J ' &f� A��F_ }�/ Address for Service Signature Telephone 2.2 Owner of Record: Name Print Address for Service: 4 9 Signature Tele itione ri SECTION 3-CONSTRUCTION SERVICES 3.1 icensed Cons cdon Supervisor: � Not Applicable ❑ Licensed Construction Supervisor: { . � k�� f�LJ /}✓!.,. � .,/��N/1��l License Number Si natu e , xp D Telephone iratioat r 3.2 Registered Home Improvement Contractor Not Applicable fd' K Company Name Registration Number Address rw r a10M Si natureExpiration Date z Telephone G) I yr i SECTION 4-WORKERS COMPENSATION(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........El No.......0 SECTION 5 Description of Proposed Work check all applicable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑Ta7on ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: ` SECTION 6-ESTIMATED CONSTRUCTION COSTS item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical �, (b) Estimated Total Cost of Construction 3 Plumbing C! Building Permit fee(i)x (b) 4 Mechanical HVAC ;-aw 5 Fire Protection %d97Vp 6 Total (1+2+3+4+5 •6`"V Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTORAPPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject property Hereby authorize to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT.DECLARATION 1, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief I'ri f �• f St r/A ent / Date NO. OF STORIES SIZE /vay BASEMENT OR SLAB SIZE OF FLOOR TMERS 1' E"%✓r 2 X�� 3RD SPAIN i` G DIMENSIONS OF SILLSi DII%fF'NSIONS OF POSTS �Xy DIMENSIONS OF GIRDERS ,! HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X !. MATERIAL OF CHIMNEY IS BUILDING ON SOLID OR FILLED LAND J10'4'l IS BUILDING CONNECTED TO NATURAL GAS LINE ,. NOKTH �p Town of , t _ . 4AndoverNo.& : 9 'Nam RM_ o - over Mass., COCMICKEW'ICK ��_ �d AERATED A'P�\ �� S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT... . .Il. ISP',.��I...... .....................................c�s Foundation has permission to erect.9.0... buildings on �� .. r. .. . . , ' #�, Rough • 1 � 1 to be occupied as..�,....AM*1�.� .... eSI�tl�14... i I. Chimney .................................... provided that the person accepting th�permit shall in every respe 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. aaA&as PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRU ST Rough ::....:....:::......:...... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous -Place on the Premises o Do Not Remove RoughFina, No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. EESEE REVERSE Sl,Di:Jl Smoke Det. Date?!:: a& t ".O RT"X41 TOWN OF NORTH ANDOVER ° PERMIT FOR PLUMBING ,SSACMUSE� This certifies that,. = f?�:- has permission to perform `f r . . . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of . . . —;,'-LP ". . . . . . . . . . . . . . . . . ? . . . ... . ... .. ". .. ;; . . . . . . . , North Andover, Mass. .:• C;I �F(Jf --- PL UM � INSPECTOR - Check # CS!i. MASSACf;USciTS UNIFORM APPLICATION FOR pE.:; ; ,—p DO PLUM S=—\ 0$rint r Typal BIN C asa. Cat- t9— I_" M 10 Eulding Loc dcn Ownes Name -Lk Type ct Oc�.tp=neJ 5 New (� FRenevaticn a Fe-,lac;ment ❑ Plans SubmrY.ed; Yes ❑ Nc P = SETaER, F�URES ` Sc?T1C= x } C Y h H < C U N N W L C V J h � A r W N � - C A - C �. � ~ v v I c -K C 4 C O it a I U. C I C C r, m C I = � < 3 cI l o SASEMIN i I I I I I I- I I i I I I I I I I_- FLOOR Ill I I I I t l I I I 1 1 1 1 1 1 1 III I I i I I i I 2NC FLOOR I I I �I 11 I I I I I I I I I I I I I I I l I I l i FLovR I I I I I I I I I I ( I I I I II i l l l l l l l FLOOR I I I I I I I I I I I I I I I I V I I I 57X FLC011 V I I I I I I I I I I I I I II QTN FLOOR I I I ( I I ( I I I I I I I I ( I I I I I I I I I 77X FLOOR I I I I ) I I I I I I I I I I I I I I I I I 87X FLOOR Illi'= 1 1 i � ,rstlflrS C:.r„ t.zrry Name �Addteu 4A, C��cc< one: Cc' ate oracrtJcn 38 r EL:siness Te'e;,hcne3a' - (. g� ❑ Parxc-ship Name cf Uc---tsc� Plumbs ❑ Firn1/Co. 1. INSURANCE COVERAGE: have a c.'rre.^rt fnb Iruttranc- — Yu ❑ �Y pc11ry or Its rubs'antial ctivivaJent which mee+,s the requirements of MGL C� Nv ❑ It ycu have c:he'.kd = please Vd mte the type czve.-ase by chec'c1n tt`e appropriate box pc A (labsrtY fruttrance liry ❑ Otho type ct IndeTnrty ❑ Bond ❑ INSURANCE WAPvI I am aware that the f1ce:see dues not have IC`a,^ty aZ or the Mau Gcnert! L .., and ttzi my SfSnature on this pe.-mk apP kaUcthe nMca �e'age re;,uirr_' by wzlves " rerulrc:.c SCnaau� ac O«nv ar tnar sCheck one: Agent Owner ❑ Agent ❑ tianby c�»,dy trot�a of lha dat�ls and infomuUon I have ! �iowl a =b sCS� and � mated (cr�nfat ' plumbing work and hSWaUo � apCGatian n, ns perform are trv, an t D bns.cr! tM ed undo lh� pIr-it�med Icr this asp d aelrata la lh� e?c(:7-, -husatts Stats Pitunbing Cede and CZapcor 142 of the Grovel L3 3zQ c2Ucn rn11 be in cmphzx wiL1 a BY TrU. .�gnaufre of LjcvjSm lumocr C'Y�own Type of Ucnx: MIrttr d kumeyman CD 1 rl c NLY 1 tic-..nsa a0a