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HomeMy WebLinkAboutBuilding Permit #292 - 109 Davis Street 10/12/2006 �jTOWN OF NORTH ANDOVER ��P '' CATION FOR PLAN EXAMINATION o`�"°oT a 14, O 0? 4...;•. a o� A PefmltNO: 42 Date Received Date Issued: ",*•° 9ITS 9CH�15Et IMPORTANT: Applicant must complete all items on this page LOCATION 1 O q 17 au L4 S,t r e� Print PROPERTYOWNER K ST Recal-�-, True P int MAP NO.:� 3 70 PARCEL: ZONING DISTRICT: CT TYPE AND USE OF BUILDING HISTORIC DISTRICT YES 0 TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential Iew Building One family Addition - Two or more family - Industrial ' Alteration No. of units: Repair, replacement 0 Assessory Bldg 1,6mmercial Demolition Moving(relocation) 0 Other - Others: C Foundation only DESCRIPTION OF WORK TO BE PREFORMED Jl1 e,(A.) 32 ' X42 ( Lo yn M P-r c(c, U I c C/( Vi h Identification Please Type or Print Clearly) OWNER: Name:_( S3 ea�f•/"f r vSf /105 eA Le u iz Phone: q IN •l08 7 11� Address: I (o D P( cLs sg+ St re o f Paw +k lA rn c o u e r /CONTRACTOR Name: Le,y ►s Co M n =KC- Phone: 9 -18 (o& 7 2 ZS'� U" Address: 160 ��erd hfi tt` e� IUo r+h �d� Pn Supervisor's Construction License: GS co 3 p (o,�-j Exp. Date: ) " 7 p Home Improvement License: p -7 2 Exp. Date: -] - �J 'd ARCHITEC11NGINEER Fler6 7o k-DS Name: Phone: 9 -a 2 Address:3 1 Rauo r d AVL 1`1 p f eu,, /Y/4- Reg. No. FEE SCHEDULE:BGZDING PERMIT.•512.) (10.00 OF THE TOTAL EST/.HATED COST BASED ON S125.00 PER S.F. Total Project Cost :$ O o d /9G 049 FEE:$ ';Z, Check No.: � �o�� Receipt No.: Page 10f4 Location No. Date gGRToy TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ sACMus / Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 1 96U :) /(Building Inspector TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art I i Swimming Pools 1�� —" — Tobacco Sales Well Food Packaging/Sales' n � _ Permanent Dumpster on Site J Private(septic tank,etc. Electric Meter location to project NOTE: Persons contracting with unregistered contras s do not have access to the guaranty fund Signature of Agent/Owner Signature of contractor Plans Submitted ❑ Plans Waived F1 Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit El Other � COMMENTS TE REJECTED DATE APPROVED CONSERVATION / 00Q" 2 (� COMMENTS 1 DATE REJECTED DATE APPROVED HEALTH - COMMENTS Zoning Board of Appeals: Variance, Petition No: I Zoning Decision/receipt submitted ycs Planning Board Decision: Comments Conservation Decision: Coi ments Water&Sewer connection/Si nature& Date lD 5 lv Drivewa Permit 16�5�8� Temp Dumpster on site yes L-ttd'-- Fire Depaannent signature/date, Building Setback (ft.) Front Yard Side Yard Rear Yard —Required Provided Required Provides Required Provided Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. 3 l Total land area,sq. ft.: l.s 6 NOTES and DATA—(For department use) Pule 3 4-t Doc:INSPEC(IONAL SERVICES DEPARTMEN'r:13PFORMO5 ('reaped 1%iC.hn_006 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses • Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) j Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then Oct this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL`ERVU I-s DEP_%RTMEtiTAWFORN105 h;ioi 4 nl'1 Board of Building Regulati ns and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement.'.Coritractor Registration Reqistration: 103772 Type: Individual Expiration: 7/9/2008 JOSEPH G. LEVIS -- JOSEPH LEVIS 160 PLEASANT STREET NORTH ANDOVER, MA 01845 Update Address and return card.Mark reason for change. DPS-CA1 0 5oM-05/0&PC8490 Address Renewal Employment Lost Card <L\\ 1. oP „ /t� o�,/�aao«r/ruaelta Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registratio03772 Board of Building Regulations and Standards — One Ashburton Place Rm 1301 Exp(rato: =7/9. 008 _ `3 ; i Boston,Ma.02108 Type:;,individual JOSEPH G. LEVIS JOSEPH LEVIS ���-;= 160 PLEASANT STREET,; --- — g ------ NORTH ANDOVER,MA 01845 Deputy Administrator Not valid w' to gnature a: BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR i Numben.CS 030651 ,r i Birthdate-.:01/07(1954 R 4jExpi�es 01/07/2008 Tr.no: 14186 R00 �z I. JOSEPH G LEVIS y 1 160 PLEASANT N ANDOVER, MA �;I Commissioner �• A�oRv_-:;:._CERTIFICATE OF LIABILITY:INSURANCE . °�'�`"'°' '"" LEyyIIs 1 03/OS/06 PRODUCER THIS CERTIFICATE IS ISSL ED AS A MATTER OF INFORIY TIOK ONLY AND CONFERS NO EIGHTS UPON THE CERTIFICATE Michaud;Rowe And Ruscsk Ins. HOLDER.THIS CERTIFICA''E DOES NOT AMEND,EXTEND OR 198 Massachusetts"Av+e ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. North 'Andover 2g►-t1845 Phone:978 `688 8829 Fax.978 557 2130 INSURERS_AFFORDING COVERAGE NAIC# INSUIt� �- INSURER A $a£ety Insur_s ace CoManx 33618 INSURER e: '_Guard Insurar:e Group Levis Companies Iac- INsuR Q Essex Insurar:e Co +an_y 39020 Joseph Levis - - 160 pleasant Street FKS; iuwe;o: Zurich Small Ausiness North Andover D61 01845 ER E — — — I — URE I COVERAGES THE POLICIES OF INSURANCE USTED 6ELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE PQLICY PE RIOD INDICATED.NOWATHSTANDNG ANY REQL4REMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICK THIS.:ERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCI JSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LOTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -- '— POCTI;fE UCY EXIAILiTtOAT TR NI gRd TYPE OF INSURANCE POLICY SUM BER I DA1E MMIODIYY DATE MMMONY LIMITS I OENERALUABILTTY EU HCCCJRRENPE S 1000000 aA1•Q1L E-To RElaTEu m) C X COMMERaALGENERALLIAELITY 13CP8208 I 10/26/05 I 10/26/06 PRI MISES(EaoeDumm—M) s 50000 ICLAIMS MACE U OCCUR I I ME,EXP(Anyone oemw) ISO PEUSONAL&AOV INJURY $1000000 GEI'ERALAGGREGATE 13 2000000 I -CC 151000000 I t3EJ`il PRI•DUM AGGREGATE LDNT APPLIES PER: I I POLICY r-1 JEG Loc I AIROMOe&E L1ASILITY I CCt BiNf;C$NCLE LiMtT S A I ANY AUTO 1821254 01/01/06 I of/0l/07 ALL N�,A�L.y. I BCC LY INJURY $500000 I (Per�orsonl 1I X SCHEOLILEC AUTCS ._.. X WIRMAUT02 I BOC LYINJLAY $500000 I �m: rccdenQ . ][ NON_0WNE_1AU-S -- ' iCAMAGES250000 -oc!demO I GARAGE LIA8ILIT/ I AUT.CNLY.EA ACCICENT Is ANY AUTO CTH R'HAN �C S i I I I AUT,ONL`.^. Am S �C I CCvJRRENCE S E CCES5/UMSRL`LLA LIABILITY AGC!EGAie S OCCUR C MAD'e 11 S I I S ROEDUCTIBLE S RETENTir7N 5 WORKERS COMPENSATION AND u ORY UMrtS ER EMPLOTERSUABIUTY j, C-TO�Z9S OZIZ�I06 I OZ/Z�/O7 EL AC>aACCCEM 1100000 BANY TNF,p(S:%MVE EL:ISEASE.EA PAPLOYEq s 100000 I l R yer.doWbe Under I I EL I ISCASE-POLICY UMR I S 5 0 0 0 0 0 i SP ECTAL PROVISIONS b'!aw OTHER D property Section BR61934784 07/14/051 07/14/06 I ormc IPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSCMENT 1 SPECIAL PROY1510NS r CERTIFICATE HOLDER -CANCELLATION NORTHI3 SHOULD ANY OF THE ABOVE OESCRIBEO'PI:LICIES BE CANCELLED BEFORE THE EXPIRATI DATE THEREOF,THE ISSUING INSURER WIU ENDEAVOR TO MAIL DAYS WRMM NOTICE TO TNH=TIFICATE MOLDER NAMI'0 TO THE LEFT.BUT FAILURE TO 00 SO SHALL IMPOSE NO 09L)OAT ION OR LIABILITY OF AI iY KIND UPON TNG INSURER ITS AOENT3 OR aEPRESEUTAmrEs. AUTHO REPRESENT � ©ACORD CORPORATION 1 ACORD 25(2001/08) NORTIy Town of Andover0 No. L 9 - o over, Mass.., o 1, *0'40e COC MIC ME... 2 I \ �S RATED PPG �C� BOARD OF HEALTH �i Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.......... .... ......15. �' ...IL ,s •••••••'•••••"• Foundation T/?, has permission to erect........................................ buildings on ,�/ ....... Q.�/.�f...... ............. Rough to be occupied as �� ♦r C ney e . . provided that the er.4 an ecce t'�/this�m shall in a re� 10041 rm of the application on file T Final P P P �9 P �l P 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 f �y.. PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR Z UNLESS CONSTRUCTI TARTS Rough Service UI D Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wail To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. 09-28-06 Contence: 1 - New - Foundation Layout - Plan View ione 1-A - Typical Foundation Section ]Re 1-B - Foundation Elevation-Right Side • 1-C - Foundation -Left Side 2 - First Floor Layout -Plan View • CAD —De S �. 3 - Ceiling Joist Plan - Over Office & Bathroom Atectura 4 - Detailed - Sectional Elevation rchl • 4-A - Details #1 thru #4 ServiCe 5 - Roof Truss - Framing Plan View Dr aft " g1 n 6 - Front Elevation - pictorial View (Looking South) ter 7 - Right Side Elevation -Pictorial View (Looking East) COMPULookin 8 - Rear Elevation - Pictorial View (Looking North) 9 - Left Side Elevation - Pictorial View (Looking west) 39 Harvard Ave . Methuen , Ma. 01844 - 1515 Tel. 1 -978-689 -9332 Cell 1 -978-886-3646 ine ha cab t@comcast.net J Job Location Clients Name 109 Davis Street Levis Companies, Inc. -I_ - No Andover, Ma. 01845 160 pleasant Street Phone - � North Andover, MA 01845 Cell - /Z bavis Street From Of l3uildinq 32' 9 CU1OUf FOR 6AW POOMAY �- d 3 " wpf POO AY C1 C7 x75 N o ,1Z iI 4 Q) C) �' z N 00 r. o z z v` � 73 i I i4. O7Z b I -� I I •� I Qj I i C I i 12' 2' O CUfOUr FOS GARAGE POOMAY O d 36" WIDE DOORWAY z 32' a d o � n O 1-1v r Cli W 0 O Client: Contractors Sig.: c}}m Q�^� Mr. Robert Bohondony Herb Jones g O O• O �• `• CONSTRUCTION WILL NOT COMMENCE,UN ILA SIGNED&APPROVED 0 0 Home 1-978-6850970 Architectural CAD-Design COPYOPTHEDRAWINGHA9BEENRETURNEDTO'CONTRACIOR'.AT 1 1 �y THAT TIME.'CONTRACTOR'WILL WORK TO THE APPROVED DRAWING Cell 1-978-360-5154 WHICH WILL TAKE PRECEDENTS OVER ALL PREVIOUS SUBMTITAIB, F�1 yL po " () WINGS OR INSTRUCTIONS.ANY ADDITIONAL CHANGES MUST BE MADE IN WRITING PRIOR TO FABRICATION A OR CONSTRUCTION.THIS d �� Property Location : 39 Harvard Avenue DRAWING COVERS WORK PREFORMED BY'CONTRACTOR' ONLY.THESE DRAWINGS ARE NOT INTENDED TO PROVIDE LAYOUT OR Methuen, Ma. 01844-1515 DIMENSIONINO FOR THE WORK OF ANY OTHER TRADE OR -t 109 Davis Street CONTRACTORS.ANY CONTRACTOR USING THIS DRAWING FOR SUCH A O Home # 1-978-689-9332 PURPOSE,DOES SO AT THEIR OWN RISK.'OENERAL CONTRACTOR' p/, 7 p ACCEPTS NO RESPONSIBILITY.THE DESIONER REQUIRES THE North Andover, Ma. 018^5 Cell # 1-978-886-3646 A FNTRACTOR'TO REVIEW ALL DRAWINGS BEFORE ANY AND ALL ASPECTS OF THE PROJECT BEGINS. 71 tj • -R 1; 'r cam► '( 2 1( lul�` ! lvr I �••�' N I r' ,I ".1 1, ` I i IrJ , O•f z 1 7--1 �1 O T mo% v 1prosciloN 7�- 0 Q o Q n. y x z b z b 0 C 0 Tj n FN ors Sig.: �M+ L7pR•.AT l-/ Herb Jones ODRAWIN HASOB EN REfi7 RNDTOGCOTG `0Client_ CADA MU -Design (pHfRACTOR•WILL V.:ALL THE APPROVEDT 9SOBMRBohondony TAIQ:PRECEDENTS OVER ALL PRE ON.TMS Mr. Robert ServiceMATING PRIOF'OOS ANN ATD10N80R�N Cfi QBE �. Home 1-9789786 Architectur aftln Computer Drafting DRAWING COVERS W GS 9 OT II EN.EDTO PROVIDE LAYOUT OR C) G Cell 1-978 f ONLY.THESE DRAWINGS ARE WING 0 N o' � 39 Harvard Avenue DIMENSIOT, FOR THE TRACTOWORK ANY OTHER TRADE OR I LTOR' Ma. 01844-1515gg DORS ES SO AT TH R OW N RISKGNE��rrrRA FOR SUCH r'�' N (/) �= T�.. Location: Methuen, ACCEPTS NO RESPONSIBILITY.THE DESIGNER REQUIRES THE ' 0 •• O 11 Pro oP '' ' •CONTRACTOR TO REVIE BEGINS. BEFORE ANY AND ALL Home# 1-978-689-9332 ASP E�g 01,THE PROJECT • °� 109 Davis Street Ma. 01845 Cell# 1-978-886-3646 o North Andover, 0 0 I • 1.., •..I, 2, 0" .. i la .�+p .• ` I •el I. '•P O ••P . � 1 '• ' Tis .. . `..1 ..1.I ..,'. .•� 0 C4. 03 CIA C-A •I 1. yfl � I O ' I I • L•i'.' ' �, I I fel y i I • � 1•I I-I• ,a I•I Ps O p!r• .. 'I 1 I Zi oii "° " ,..e' °I VVVV I I � "• • rn • II �.•ew-A .. I. •'.• 1'I' • �L I�1.. 0 •I 1' cr• ' .l l �•a •' ' I • •I I .e .1•} Rf-A + II r 11 LJ I I. 6 • 1 • ' r I •p 1 14. I'• l I I p ' fir ' 11...•. I I' ey t1 v� (9'_011 d z b a r� d 0 c 0 9 r 0 C Client: Contractors Sig.: � �: Mr. Robert Bohondony Herb Jones -- O O O "� CONSTRUCTION WILL NOT COMMENCE,UNTILA SIGNED&APPROVED b....1 0 : Home 1-978-6850970 chitectural CAD-Design COFY OF THE DRAWING HAS BEEN RETURNED TO"CONTRACTOR".AT V THAT TIME,"CONTRACTOR'WILL WORK TO THE APPROVED DRAWING C+ 1 rA a. i"'• Cell 1-978-360-5154 WHICH WILL TAKE PRECEDENTS OVER ALL PREVIOUS SUBMITTALS, ' 00 •• w 0 Computer Drafting Services DRAWINGS OR INSTRUCTIONS.ANY ADDITIONAL CHANGES MUST BE O O II Property •• MADE IN WRITING PRIOR TO FABRICATION&OR CONSTRUCTION.THIS �-y 39 Harvard Avenue DRAWING COVERS WORK PREFORMED BY"CONTRACTOR" v ONLY.THESE DRAWINGS ARE NOT INTENDED TO PROVIDE LAYOUT OR M ON {.. Methuen, Ma. 01844-1515 DIMENSIONING FOR THE WORK OF ANY OTHER TRADE OR 109 Davis Street CONTRACTORS.ANY CONTRACTOR USING THIS DRAWING FOR SUCH A O_ Home # 1-978-689-9332 PURPOSE.DOES SO AT THEIR OWN RISK."GENERAL CONTRACTOR" ACCEPTS NO RESPONSIBILITY.THE DESIGNER REQUIRES THE North Andover, Ma. 01845 Cell# 1-978-886-3646 "CONTRACTOR"TO REVIEW ALL DRAWINGS BEFORE ANY AND ALL ASPECTS OF THE PROJECT BEGINS. r E6 J 11'•': . I J. :. I P. 2'-0 '4. •. . W i• . IF• : .1A& rn � . .••. .lel.'': ' O � .. ' � L '. , e :P I C-A a'.II D .. °... °.Ij 47 cv �y D •e.. ..J.I .:. � D' I. II, �. N .,. nl'f. (� i i © •I o N .°.I. O 11 e� •• e-�- � � •t l•• �I tr . '. I .p , IID ' e . • � ' •PTI C.A.1 i 1. II ,a . •II' 4' Y , � I • • Ll l e m d z b a 0 O 9 0 to E 0 Client: Contractors Sig.: o9• I Mr. Robert Bohondony Herb Jones O O• O r1 CD CONSTRUCTIONWILL NOT COMMENCE,UNII.ASIGNED&APPROVED Home 1-978-685 0970 Architectural CAD-Design COPYOFTHE DRAWING HAS BEEN RETURNED TO'CONTRACTOR'.AT 0 � THAT TIME,•CONTRACTOR'WILL WORE TO THE APPROVED DRAWING Cell 1-978-360-5154 WHICH WILL TAKE PRECEDENTS OVERALL PREVIOUS SUBMITTALS, IN N Computer Drafting Services DRAWINGSORINSTRUCTIONS.ANY ADDITIONAL CHANGES MUST BE 0 •• w DRAWING MADE IN COTING PRIOR TO VERS WORK PREFORMEDION&OR BY CONTRACTOR SON.TH19 • 0 d II Property :: 39 Harvard Avenue 00 1 ONLY.THESE DRAWINGS ARE NOT INTENDED TO PROVIDE LAYOUT OR /.+ Methuen, Ma. 01844-1515 DIMENSIONING FOR THE WORK OF ANY OTHER TRADE OR 109 Davis Street CONTRACTORS.ANY CONTRACTOR USING THIS DRAWING FOR 9UCH A • �_ Home # 1-978-689-9332 PURPOSE•DOES SO AT THEIR OWN RISK..GENERAL CONTRACTOR' p C G ACCEPTS NO RESPONSIBILITY.THE DESIGNER REQUIRES THE North Andover, Ma. 01045 Cell# 1-978-886-3646 "CONTRACTOR'To REVIEW ALL DRAWINGS BEFORE ANY AND ALL ASPECTS OF THE PROJECT BEGINS. 4 32'-0'' 12'-0" 11 2'-0" O O TT, 31_0" >C w CO 3 8 CLEAR ARBA p a 12'X 12'6ARAL+I; POOR 03 Co �- _ 75 CA) / y . ,I ul O N # QjCD �, o 001711 o :;! ,y I 0 C) d - ;i - a N O I 0 N id = N► � o � W o D r N. o 0 \ 0 6 f d ;\ :\ 17'X I Z'6AP.AGE POOR z T-6" 31_0" �'-6" 12'-0" 2'-0" 32' 0" r� d O 0 m CIO O C Client: Contractors Sig.: y Mr. Robert Bohondony Herb Jones O O O � fD CONSTRUCTION WILL NOT COMMENCE,UNDL A SIGNED 8 APPROVED Home 1-978-685 0970 COPY OP THE DRAWING HAS BEEN RETURNED TO'CONTRACTOR'.AT ,� ,� Architectural CAD-Design THAT TIME,•CONTRACTOR'WILL WORK TO THE APPROVED DRAWING t t rn >rCell 1-978-360-5154 WHICH WILL TAKE PRECEDENTS OVERALL PREVIOUS SUBMDTALS, W 0 Computer Drafting Services DRAWINGS OR INSTRUCTIONS.ANY ADDITIONAL CHANGES MUST BE 90 MADE IN WRMNO PRIOR TO FABRICATION&OR CONSTRUCTION.THIS O O 11 Property Location: 39 Harvard Avenue DRAWING COVERS WORK PREFORMED BY'CONTRACTOR V ONLY.THESE DRAWINGS ARE NOT INTENDED TO PROVIDE LAYOUT OR • .. Methuen, Ma. 01844-1515 DIMENSIONING FOR THE WORK OF ANY OTHER TRADE OR 109 Davis Street CONTRACTORS.ANY CONTRACTOR USING THIS DRAWING FOR SUCHA • Q Home# 1-978-689-9332 PURPOSE,DOES SO AT THEIR OWN RISK'GENERAL CONTRACTOR' North Andover, Ma. 01845 ACCEPTS NO RESPONSIBILITY.THE DESIGNER REQUIRES THE Cell# 1-978-886-3646 AS NTRACTOR*TO REVIEW ALL DRAWINGS BEFORE ANY AND ALL AS OF THE PROJECT BEGINS. IT-01/2" 12'X 12'CAKAa CIOM I 2x 8"X 16' FLOM J015f @ 161`SOC, 2x181'X 81FLOM J015f @ 16"OC, Co J N N � N 2x 6"X 16' F(OOP JOIST @ I6"OC. �ZX 8"X BTLOM JOIST @ 16"OC, N H N 2x 8"X 16' FLOM J015f @ 16"10C. ��! C R 0 c� CD \ c Q O X 6 H x z 12'X 12'CAkAa 1700 \ 0 0 0 0 0 0 Client: o o; o Mr. Robert Bohondony Contractors sig,: Herb Jones _ \ (y- Ca r+ Home 1-978_ 6g5 p9'7p Architectural CAD-Design CONSTRUCTION WILLNOTCOMMENCE,UNDLASIGNEDB APPROVED 0 ` Cell 1.97$ 154 COPY OF THE DRAWING HAg BEEN RETURNED TO CpNfRgCIOR'.AT `M- THAT TIMWIUCH E,•CONTRACTOR•WILL WORK TO THE APPROVED DRAWING T� T Computer Drafting Services DRAWINGS OR INS7'RUCf''ON$ANOVER ALL y ADDMO AMURSNG-B ZATLBE • t7 II PTOperty Location MADE IN WRITINGPRIOR TO FORMEDION&ORCONSTRUCI N.TWS 39 Harvard Avenue DRAWIONLY-TNG COVERS WORK PREFORMED By•CONTRA�R, ~ 109 Davis Street Methuen, Ma. 01844-1515 DIMENSIONING FOR THE WORK INTENDED ANY OCHER TRADE OR LAYOUT OR - Home # 1-978-689-9332 CONTRACTOR..ANY CONTRACTOR USING T"DRAWING POR SUCH A North Andover, Ma. 01845 PURPOSE,DOES SO AT THEiR OWN RISK GENERAL CONIRACIbR Cell# 1-978-886-3646 Ac�oENTRAcroPTS NO a TO REVIEW ALL DRAESPONSIBILITY.THEES"3 BEP I ATHEE ALL ASPECTS OF THE PROJECT BEGINS z j! 0 M. 3 Sw ;off om8oum-' CONI1NUOU5 WOO t?1126� VENT fw� <mo0 O U U5� Mtp M55 PAIN g.- �Zo��o� dam 5TOCK 5/12 - BOOP PITCH X 32' \MM WITH 12'` OV�MCA5 @ 24" OC. — III AKCNII'ICf11AL IKO CAM13t?11261 0 = °O�z 0Z � �gWOO 5HINCU5 30 yr, E0-6 gV��af �oz _ O UVF °n00°U>.<. < U5� 5- 9/2" LVI.'5 TO FOFM WAMV5 U 0M, 12' X 12' CAAM.GAM. 120OF OMNING5 12" � " PMr # 13CLVL19 y11 MOPP, U MR R 2 - PLAa5 ) See Detail # 3 Q See Sheet# 4-A C/) A Ln N IZ' X 12' GAC?AG� ALL �Xj�, JM WALL5 TO M 2 X 6" 00 ON See Detail # 4 CON5TIZUC110N @ 16" OC. (nP.) Q POOP Ot'�NING L ' 12" OVA MCA — — — — — — — 71 see Sheet#4-A �1 i SH�ATN�i7 WITH Y" E'LYW0012 AS USE " HAP.nY" SIf71NG 8" Wind U aJ rn (TT.) — — — / APpU�t2 @ �" TO VVI, . / A 5E H3-FLOOt; FOt? UGHT STOf?AG� Ei i ffice\ / f O\/M O & i1f5T ROOM x o OMU D \ / ALL WINbOW HM2M5 TO M U M,J01 T @ I6" OC, 2 x 8" FM JO15T @ 16" OC, 3-2 X 10'5 WITH 2pc.OF OffIC� MOOV y" PLYWOOI2 5AM7WICHR2 I- o { HAN121CAP 1 OOMAY = 0 O { p�51'p00M { \ ( ����C� o A See Detail # 2 00 0 00 z z O See Sheet# 4-A C AMASee Detail # 1 Cd See Sheet# 4-A >x ,., o CC) 10 FOUNPA110N IZ f&5 0 � o 5M SHT: #1-A o O m _ N O o ' " \."�J'- w�-� / *" `r'�� i� �v�-� i ��r-�i/-• �v.-. i� -. / �"�._� i �k�_. / `)✓ � / `l�� ` / )<� `Y i�`_�1 / `_moi / _ %�`_...i � GJ Y ( _ 4 O ALL MUIR WALT.F MN9 N�� Scale ( •... )c-` WITH 2 X CON5Tt2UCTON , / �'. ' USE 2 X h"nIAGONAL I3RACEING IN Y4" :: •vJ-` &L row COI;IJE�5 WfIT P0551f�,E - TO STAt3ALIZE 7NE FRAME IN NIGH WIN<75 ate 6 Detailed - Sectional Elevation A-A scale = NTS. 6 (Main Floor&Light Storage Area Above) O = Slider Window R.O. = 4'x 3' ( 45" Off Floor) = 12'- 0" x 12'- 0" Garage Door j� Slider Window R.O. = 4'x 3' ( 96" Off Floor ) ® = 3 - 0 x 6- 8 Steel Door O THIS DRAWING PRINTED OUT OF SCALE �¢S�m4 S u� 2 X 6" EXTEPIOP WALL CON5TPUCfION 5 / 12 t 001` PITCH X 32' Mr ` ° F VAS Zo �MFd1m y2" PLYWOOt7 SUIS-F1,00P I WITH 12" OVE PHANG5 AN7 5ET @ 24" OC � A o 0 0�s q y AT STOPAGE LEVE1, X2 C19X FLYWOOt9 WALT. 51-LATHING SECUPE Tt?1.155E5 TO WALL WITH HUPPICANE a °`_ 'm°l CLIP5 A5 PEQUIIE12 U5E 5/8" Ct2X PI YWOOP POOF SHEATHING H���Iao�O�EME5 " HAPPY" 5119ING @ 7" TO WEATHEP AN17 POOF CUP5 A5 PEQUIIEt7, � s��° �s 2 X 8" FLOOD J015T OVEP `� ;��aF� � ozo PATHP?OOM & OFFICE APPA USE APCNITECTUPAL IKO CAMI3PInGE o F Sax {Y ZQ�< POOF 5HING1,E5 50 yr, 0..;a F.H°'a O�Z G o «i or.. ZXOgMg U5E 8" ALUMINUM KIP Et7GE ON z°:22 Z,&5} � 130TH FAKE & SOFF IT PJ AS o °° �a o�o o s M 9 U5E HUPPICANE CLIF5 ON v ALL TPU55E5 ATTATCHING I X 3" FASCIA & FAKE TPIM 0 TO 2 X 6" EXTEPIOP WALLS 9b0 I X 8" FA5CIA & ME TVIM � I X 3" 5TPAFPING Q ON CEILING LO 2 X 6" P EXTEPIOU5E VINYL - VENM9 SOFFIT PANELS �y(� �p N Y2" 5HEETPOCK ON 130TH OILING WALL CON5TPUC110N —I X 2" TOM STOP 4 rn � AN17 WALL5 IN OFFICE & BATH MTA 5- 2 X 10" WITH 2pc,OF PLYW0017 F'U c 0- t 'I 5ANr7WICNEi7 TO FOPM HEAF7EP5 OVEPHAFPY 11TO WEATHEP, � 00 WIN70W5 ANb ENTNCr700P5 ;12 C17X PLYW00 WAL1, SHEATHING A rn CO @ EXTEPIOP WALLS �1 U O r, rn See Detail # 2 See Detail # 3 xuov Not To Scale Not To Scale o M x u U o � 0 m aoao W t- n -A rn rn O Y2" 5HEETPOCK ON 130TH 2 X 8" FLOOD J015T OVEPcd � 0 CEILING ANP WALLS IN PATHPOOM & OFFICE PMA o x V OFFICE & BATH AFEA r70U131,E 2 X 6" ` > c Y" PLYWOOt7 SU6-F1,00P � U) -° WINPOW 511,1, PLATES AT 5TO�E LEVEL ° 170Uf31,E 2 X 6" PT. � � A 511,1- PLATES ON S FOUNI7A110N WALL 5TPAFFING x° Z ON CEILING 10" CONCrM FOUNJAIION U r WITH 511,1, 5EALEP AT BASE OF Scale 511,1, PLATES AN12 TOP OF WALL1 " HAPPY" 5If71NG @ 7" TO WEATIfP 1 -0 4 y" 5HEETPOCK ON 130TH CEILING Origination Date /2'' Cf7X PLYWOOC7 2 X 4" INTEPIOP WALL ANP WA1,1,5 IN OFFICE & BATH MA 09-23-06 WALL SHEATHING CON5TPUC110N FOP NEW Revisions PATHPOOM & OFFICE AW-A 09-28-06 See Detail # 1 See Detail # 4 Not To Scale Not To Scale Sheet # 4-A THIS DRAWING, PRINTED OUT OF SCALE "� N • X X4'-0" fOfN Wit7TH OF M%4. Q) 4 12" 32'-0" WIM OF Ct[96, 12" v Sl '\TEN I I I I I I I 1 1 I I I 1 I I 1 C 1 1 I I 1 1 1 I 1 I I 1 I I I 1 I I I i I 1 I I 1 I 1 I 1 I I 1 I i I 1 N i t I I I 1 I I I 1 I i 0 I I 11 = 1 I I I I I I i O I I 1 1 I I I I I I 1 I I I 1 I I 1 1 I I 1 I I I 1 I I I I 1 1 I I 1 I I I I I I I I i I 1 I I I I I I I I I i 1 I I 1 O 1 1 I I 1 I I I O I i I i 11 II i I I I 1 I I 1 I 1 I 1 Cl) 1 1 I I Q I I I I 1 I I I - I V I I 11 � rn 1 I I I I I I I Q 0 N• I I 11 S_ I I 11 Q S1 I I I I I I I 1 I I i I 1 I I I b II If 1 i I I i I I 1 I I I I I I 1 I I i I I C I i p�p N I 1 � I � I A 1 1 1 1 r-• I 1 I I I 1 1 I C I I 11 1 1 I 1 I i I 1 I 1 I I I I i I I I i I 1 1 I 1 I P I I I i I I I I I f 1 I I I 1 I I 1 1 I I 1 1 I I I I 1 I I I I I I i I t I I i I i I I N I I I I I I I I N 7�(T 11 I I 1 I 1 I 7CS O N cr< O Q rn 7Z O "' CIO O Client: Contractors Sig.: � y w' Mr. Robert Bohondony Herb Jones g----- O W 0 �• CONSTRUCTION WILL NOT COMMENCE,UNTILA SIGNED&APPROVED Home 1-978-6850970 Architectural CAD-Design COPY OF THE DRAWING HAS BEEN RETURNED TO-CONTRACTOR AT (D ko �•• THAT TIME,'CONTRACTOR-WILL WORK TOTHEAPPROVED DRAWING t� 14 to Cell 1-978-360-5154 WHICH WILL TAKE PRECEDENTS OVER ALL PREVIOUS SUBMITTALS, pD �� 0 \ Computer Drafting Services DRAWINGS ORINSTRUCTIONS. ANY ADDTTIONALCHANGESMUSTBE MADE IN WRITING PRIOR TO FABRICATION&OR CONSTRUCMON.THIS p d �� Property Location : 39 Harvard Avenue DRAWING COVERS WORK PREFORMED BY•CONTRACTOR' ONLY.7"ESE DRAWINGS ARE NOT INTENDEDTO PROVIDE LAYOUT OR • It Methuen, Ma. 01844-1515 DIMENSIONINO FOR THE WORK OF ANY OTHER TRADE OR 109 Davis Street CONTRACT ORB.ANY CONTRACTOR USING THIS DRAWING FOR SUCH • Q Home # 1-978-689-9332 PURPOSE,DOES SO AT THEIR OWN RISK.-GENERALCONTRACTOR' North Andover, Ma. 01845 77 7 p p )G ACCEPTS NO RESPONSIBILITY.THE DESIGNER REQUIRES THE Cell# 1-9"l8-886-'3646 CONTRACTOR-TO REVIEW ALL DRAWINGS BEFORE ANY AND ALL Lff I I ASPECTS OF THE PROJECT BEGINS. 21'-2" Nf&f f. F� AW ONLY LJ •:s! I I I I I I I I O II 1 c�1► I i (� I r I � O I o � I M � I n I . F=---1 F=7 0 A I =O® 0 co LJ f z , a sN x 0 z 0 z a d O O Cj) O Client: Contractors Sig.: 3 Mr. Robert Bohondony Herb Jones g �y O O• O �• � CONSTRUCTION WILL NOT COMMENCE,UN17LA SIGNED&APPROVED z Home 1-978-685 0970 Architectural CAD-Design COPY OF THE DRAWING HAS BEEN RETURNED TO"CONTRACTOR'.AT 1 N THAT TIME,'CONTRACTOR"WILL WORK TO THE APPROVED DRAWING - Cell 1-978-360-5154 WHICH WILL TAKE PRECEDENTS OVERALL PREVIOUS SUBMITTALS. QD • �,,> \ Computer Drafting Services DRAWINGS OR INSTRUCTIONS. ANY ADDITIONAL CHANCES MUST BE MADE IN WRITING PRIOR TO FABRICATION&OR CONSTRUCDON.THIS rn 0 C7 n Property Location: 39 Harvard Avenue DRAWING COVERS WORK PREFORMED BY"CONI•RACTOR" ONLY.THESE DRAWINGS ARE NOT INTENDED TO PROVIDE LAYOUT OR Methuen, Ma. 01844-1515 DIMENSIONING FOR THE WORK OF ANY OTHER TRADE OR 109 Davis Street CONTRACTORS.ANY CONTRACTOR USING THIS DRAWING FOR SUCH A Home# 1-978-689-9332 PURPOSE,DOES SO AT THEIR OWN RISE'GENERAL CONTRACTOR" Andover, ACCEPTS NO RESPONSIBILITY.THE DESIGNER REQUIRES THE North Andover, Ma. 01845 Cell# 1-978-886-3646 "CONTRACTOR"TO REVIEW ALL DRAWINGS BEFORE ANY AND ALL ASPECTS OF THE PROJECT BEGINS. r � L J I I I I I I I I (N� I ti I \\ I J , t� + e-A a � I o I I 'r I I ' I I d LI � I z I 'v I I z i 0 0 0 v r Cn O Client: Contractors Sig.: :7A Ch rn�: Mr. Robert Bohondony Herb Jones CONSTRUCTION WILL NOT COMMENCE,UNTIL A SIGNED B APPROVED Home 1-978-685 0970 Architectural CAD-Design COPY OP THENT DRAWING HAS BEEN RETURNED TO"COMRACTOR AT THATTIME,"CORACTOR"WILL WORKTOTHEAPPROVED DRAWING - Cell 1-978-360-5154 WHICH WILL TAKE PRECEDENTS OVER ALL PREVIOUS SUBMITTALS, o '• (,.) 0 Computer Drafting Services DRAWINGS OR INSTRUCTIONS.ANY ADDITIONAL CHANGES MUST BE o 1 1 MADE IN WRITING PRIOR TO FABRICATION 9 OR CONSTRUCTION.THIS O o n Property Location: 39 Harvard Avenue DRAWING COVERS WORK PREFORMED BY•CONTRACTOR• w ONLY.THESE DRAWINGS ARE NOT INTENDED TO PROVIDE LAYOUT OR e•r 17. Methuen, Ma. 01844-1515 DIMENSIONING FOR THE WORK OF ANY OTHER TRADE OR 109 Davis Street CONTRACTORS.ANY CONTRACTOR USING THIS DRAWING FOR SUCH 6A _ Home # 1-978-689-9332 PURPOSE,DOES SO AT THEIR OWN RISK.'GENERAL CONTRACTOR' North Andover, Ma. 01845 ACCEPTS NO RESPONSIBILITY."TO REVIEVIATHE DESIGNER REQUIRES THE Cell# 1-978-886-3646 •CONTRACTOPR EWLLDRAWINGS BEFORE ANY AND ALL ASPECTS OP THE PROJECT BEGINS. : �• I I ,. I •u I �1 I FE I r C I N• o � j I FM � I � � I ~" I M i I I � � I >n I + I I l I o I I I I LJ -R Z_ a x d z 0 b z a d O 0 E r� O 14 Client: :1n Contractors Sig.: 6• Mr. Robert Bohondony Herb Jones 1� COPY OF T I70N WILL NOT COMMENCE,UNTIL A SIGNED S APPROVED �•• Home 1-978-6850970 Architectural CAD-Design COPY TIME, THEDRAWING HAS BEEN RETURNEDTO'PROVED DRAWING AT G THAT TIME.'CONTRACTOR'WILL WORK TO THE APPROVED DRAWING /\/� - Cell 1-978-360-5154 WHICH WILLTAKE PRECEDENTS OVER ALL PREVIOUS SUBMITTALS. W W Computer Drafting Services DRAWINGS OR INSTRUCTIONS.ANY ADDITIONAL CHANGES MUST BE 1 MADE IN WRITING PRIOR TO FABRICATION h OR CONSTRUCTION.THIS O O t7 II Property Location : 39 Harvard Avenue DRAWING COVERS WORKPOnFORMED BY'OONTRACTOR• Q1 ONLY.THESE DRAWINGS ARE NOT INTENDED TO PROVIDE UYOUT OR r+ �•• Methuen, Ma. 01844-1515 DIMENSIONING FOR THE WORK OF ANY OTHER TRADE OR 109 Davis Street PURPOSE,DOES SOAT THEIR OWN RICONTRACTORS.A SKa GENERAL CONTRACTOR' THIS DRAWING FOR SUCH A Home # /1�-9p78p-p689)-9332 ACCEPTS NO RESPONSIBILITY.THE DESIGNER REQUIRES THE North Andover, Ma. 01845 Cell# 1-978-886-3646 •CONTRACTOR"TO REVIEW ALL DRAWINGSBEFORE ANYAND ALL L-- M—L– ASPECTS OF THE PROJECT BEGINS. r� L J I Fr I Ln co :t I I I I I ^• I I r. cQ l{J I c� O I I ' + I o I . I I I I I i I I I I _x r, --- CJ L J G1 b z z d O C O 111n r� C O w Client: Contractors Sig.: � cn: Mr. Robert Bohondony Herb Jones TD CONSTRUCTION WILL NOT COMMENCE,UNTIL A SIGNED&APPROVED O o O Home 1-978-6850970 COPY OF THE DRAWING HAS BEEN RETURNED TO"CONTRACTOR'.AT 0 0 � ,� Architectural CAD-Design THATTIME,'CONTRACTOR'WILL WORE TO THE APPROVED DRAWING /\ f"F tJ �' ? p Cell 1-978-360-5154 WHICH WILL TAKE PRECEDENTS OVER ALL PREVIOUS SUBMITTALS, `�[ /) 0 Computer Drafting Services DRAWINGS OR INSTRUCTIONS.ANY ADDITIONAL CHANGES MUST BE OD W MADE IN WRI77NG PRIOR TO FABRICATION a OR CONSTRUCTION.THIe O O II Property Location : 39 Harvard Avenue DRAWING COVERS WORK PREFORMED BY'CONTRACTOR' V ONLY THESE DRAWINGS ARE NOT INTENDED TO PROVIDE LAYOUT OR °\ °' ?� Methuen, Ma. 01844-1515 DIME' FOR THE ORKORACTR�NOTHERT THIS &DWINGPOR9UCHA 109 Davis Street Home# 1-978-689-9332 PURPOSE,DOES SO AT THEIR OWN RISK•GENERAL CONTRACTOR' O ACCEPTS NO RESPONSIBILITY.THE DESIGNER REQUIRES THE I# 1-978-886-3646 'CONTRACT OR•TOREVIT ALL DRAWINGS BEFORE ANY AND ALL North Andover, Ma. 01845 Cel ASPECTS OF THE PROJECT'BEGINS. Job Truss FFINK Type Qty Ply wood structures inc-norm19940752 O6STK42 R325 100 1 Job Reference o tions) Wood Structures,Inc.,Biddeford,ME 04005 6.200 a Oct 18 2005 MiTek Industries,Inc. Wed Mar 22 11:11:48 2006 Page 1 5-9-3 1 11-1-0 16-0-0 20-11-0 26-2-13 32-0.0 33-0•q 1-" 5-9-3 5-3-13 4-11-0 4-11-0 53-13 5-9-3 1-" 4x12= 2x8 W ge e Alternate Heel Platin Detail a - =---------- 18 6x16 1.5x4 11 17 1.5x4 11 6x16 Mr20 at 3x8 i 5 7 3xH\ 10 degrees to bottom chord. 5.00 12 4 8 1.5x4 i 1.00 1.5x4� Maxim 3 16 79 9 Cantilever 15 20 2 10 1 11j, 4x12= 14 21 13 22 12 4x12= 3x10 11 5x10= 5x12 MT20H W8= 5x10= 3x10 11 l-". 11-1-0 + 20-11-0 1 31-0-0 i 1-" 10-1-0 9-9-15 10-1-0 1-" Plate Offsets(),Y): [2:0-3-4,2-1-81,[2:0-0-9,1-6-91,[2:0-2-O.Edgel,[3:040-0,040-01,[4:0-0.0,0-0-0],[5:040-0,0-0-01,[/:0-0-0,0-0-01,(8:040-0,040-01,[9:0-0-0,0-0-0],[10:0-2-0 ,Ede],[10:0-0-9,1-6-9 10:0-3-4,2-1 SPACING: 2-0-0 SPACING: 1-7-3 SPACING: 1-4-0 LOADING (psf) LOADING(psf) LOADING(psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 42.0 TCLL 52.5 TCLL 63.0 Plates Increase 1.15 TC 0.97 Vert(LL) -0.49 12-14 >782 240 MT20 197/149 (Roof SnoHr-42.0) (Roof Snow=52.5) (Root Snow=63.0) Lumber Increase 1.15 BC 0.83 Vert(TL) -0.68 12-14 >556 180 MT20H 1481101 {Ground Snow=6b 0) (Ground Snow=75 0) (Ground Snow--M 0) Rep Stress Incr YES WB 0.46 Horz(TL) 0.15 10 Na Na TCDL 10.0 TCDL 12.5 TCDL 15.0 Code IRC2003/TPI2002 (Matrix) Weight:142 Ib BCLL 0.0 BCLL 0.0 BCLL 0.0 LUMBER BRACING TOP CHORD 2 X 4 SYP 270OF 2.2E*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purfins. IPl 4-6 2 X 4 SPF 240OF 2.OE,6.8 2 X 4 SPF 240OF 2.0E BOT CHORD Rigid wiling directly applied or 6-9-2 oc bracing. BOT CHORD 2 X 4 SPF 240OF 2.OE WEBS 2 X 4 SPF 165OF 1.5E WEDGE Left:2 X 8 SYP M 23,Right:2 X 8 SYP M 23 REACTIONS (Ib/size) 2=2164/0-3-8,10=2164/0-3-8 Max Horz 2--91(load case 8) `\�� OF A, ,f&l Max Uplift 2=-877(load case 8),10=-877(load case 9) Max Grav 2=2564(load case 2),10=2564(load case 3) C'`Q' Y�i FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/58,2-15=--4972/1797,315=-4821/1808,3-16=-3859/1515,4-16=-3699/1521,4-5=-3686/1530, STEPHEN W. 5-17=-3849/1671,6-17=-3686/1684,6-18=-3686/1684,7-16=-3849/1671,7-8=-3686/1530,8-19=-3699/1521, 9-19=-3859/1515,9-20=-4821/1808,10-20--4972/1797,10-11=0/58 BOT CHORD 2-14=-1502/4422,14-21=-781/2487,13.21=781/2487,13-22=-781/2487,12-22=-781/2487,10-12=-1502/4422 WEBS 314--1109/508,5-14=-856/362,6-14---55611996,6-12---l-i.%11996,7-12=-056/362,9-12=-1109/5W 'O NO.4850 4 NOTES (13) p 1)Wind:ASCE 7-02;120mph @24in o.c.;h=35ft;TCDL=4.Opst BCDL=4.Opsf,Category 11;Exp C;enclosed;MWFRS gable end zone 0 9 �Q %b and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 12-9-10,Exterior(2)12-9-10 to 19-2-6,Interior(1)19-2-6 to 29-9-10, a Sj Exterior(2)29-9-10 to 33-0-0 zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL--1.60.This truss is designedfor C-C for �� 2 Wind: SCE members 134mph and 19 nfor !MWFRS for TCDL skm specified. ����ONA;���% p @ Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed;MWFRS gable end and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 12-9-10,Exterior(2)12-9-10 to 19-2-6,Interior(1)19-2-6 to 29-9-10, Exterior(2)29-9-10 to 3340-0 zone;cantilever left and right exposed;Lumber DOL--1.60 plate grip DOL--1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Wind:ASCE 7-02;146mph @16in o.c.;h=35ft:TCDL=6.Opst BCDL=6.OpsF,Category 11;Exp C;enclosed;MWFRS gable end and C-C Extwior(2)-1-"to 2-2-6,Interior(1)2-2-6 to 12-9-10,E)derior(2)12-9-10 to 19-2-6,Interior(1)19-2-6 to 29-9-10,Exterior(2) 29-9-10 to 330-0 zone;cantilever left and right exposed;Lumber DOL--1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 4)TCLL:ASCE 7-02;Pg=60.0 psf(ground snow);Pf--42.0 psf(flat roof snow);Ps=42.0 psf(roof snow);Category II;Exp C;Fully Exp.;Ct=1.1 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 19.0 psf or 1-00 times flat roof load of 42.0 psf on overharrgBt-concurrent with other live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 1-"wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 877 Ib uplift at joint 2 and 877 Ib uplift at joint 10. �Aa�Ch ZB,Z��6 12)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI M 13 Drawing rered exclusively for manufacturing by Wood Structures Inc. A& WARND913-Vsryfj deefgn panamdsre and BEAD NOTES ON TRIS AND MCUMED AUTER REFERENCE PAGE M11-7473 BEFORE USE. 14515 N.Outer Forty, 0 Suite#300 Design witl for use only with -Tek connectors.INS design is based any upon parameters shown,and is for an individual building component. Chesterfield,MO 63017 Applicability of design para menters and props incorporation of component is responvbilty of building designer-hot buss designer.Bracing shown is for lateral support of indiNdual web members only.Additional temporary brodng to insure stability during construction is the responsibillity of the Nil erector. Additional permanent bracing of the oeerall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANN/Inl CuedOy Crtwla,DH-N and§=I l LdkO g CenWorwd idM/Y/srrndlon available from Trus Plate Institute,563 DOnofrio Drive,Madison,W1 53719. 1