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HomeMy WebLinkAboutBuilding Permit #364 - 25 TURTLE LANE 11/2/2006 TOWN OF NORTH ANDOVER NORTH APPLICATION FOR PLAN EXAMINATION 0 'TU ° #6 q�o 6 •6 o p x Permit NO: Date Received 7,9 A�RATD •PP�,��J Date Issued: 2U SSNCHU`�� IMPORTANT: Applicant must complete all items on this page LOCATION Lr," P i! Print ( ( " PROPERTY OWNER M, Print // MAP NO.: 0 b 1�>PARCEL: ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building ❑ One family ❑ Addition ❑Two or more family ❑ Industrial 0 Alteration No. of units: ❑ Repair, replacement ;(Assessory Bldg u 4t uL� ❑ Commercial 0 Demolition AV,r 0 Moving(relocation) ❑ Other ❑ Others: ❑ Foundation only DE�SCRIP`TI N OF WORK TO BE PREFORMED l q L i 1� � �' lC < � .S(il��T s�G C� �� �YW� .7tLJ , �C-. �•l ��T Identification Please Typeint Clearly) OWNER: Name: I��'f'V��eP✓� 6s /'4 e-, kc� Phone: Address: f TO 1&Icr CONTRACTOR Name: Phone: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost :$ /v`— C'C�C FEE:$ Check No.: �3 Receipt No.: Page I of 4 J TYPE OF SEWERAGE DISPOSAL Swimming Pools El Art E] g Public Sewer Well Tobacco Sales El Food Packaging/Sales ❑ ❑ Permanent Dumpster on Site ❑ Private(septic tank,etc. ❑ Electric Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund 1 Signature of Agent/Own f ` av,, Signature of contractor Plans Submitted Plans Waived ❑ Certified Plot Plan Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED CONSERVATION � 611 , [ 2 �U 2 719, COMMENTS 11VV Nb 6,,d—( Vt1 DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS FIRE DEPARTMENT - Temp Dumpster on site yes no Fire Department signature/date COMMENTS I Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer connection/Signature& Date Driveway Permit I I I, 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. Total land area, sq. ft.: NOTES and DATA— For department use 4 t Page 3 of 4 Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created JMC.Jan.2006 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 ,,w- Building Permit Application Surveyed Plot Plan ❑ vit ❑ . . And C.S.L. Licenses ❑ 46 ct 3OTloor/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) Building Permit Application .;a-- Certified Proposed Plot Plan ❑ And C.S.L. Licenses ❑ W.Qck-@� Affidavit p= Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ C pj6o�+� act reek 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 get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORN105 Page 4 of 4 Location,;?s'7�r�/ZG�r�r No. Date /� 8 NORTh TOWN OF NORTH ANDOVER H 9 Certificate of Occupancy $ �SsncMusEt Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ _ TOTAL $ � 6 Check # r 18741 Building Inspector t10RTIy TO" of And No. 7 . *-o;;o= LA E dover, Mass., I� COCMICMEWICN V 7� 0RATED BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT...... �I►.4-k..". . ........ a. .. .. . .. ............................................................ Foundation has permission to erect.. ... buildings on.&T t. VM.#..4w. Rough to be occupied as........,,39.crrfi......6. r. .... ......... ... I1..� /. .. ............................... i ,� -k-m�ie provided that the person accepting this permit shall in every Ifspect con orm to the terms of the application on fife 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. PL ING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough 40401WPERMIT EXPIRES IN 6 MONTHS Fina UNLESS CONSTRUCTION- ELECTRICAL INSPECTOR TARTS Rough ............. ....0.......... ..... tb%il ............... Service NG MPECT0R Final Occupancy Permit Required to Omcpy 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 J1 Smoke Det. TOWN OF NORTH ANDOVER OFFICE OF t ' BUILDING DEPARTMENT 1600 Osgood Street Building 20, Suite 2-64 �9},,�HUSE``y North;\-ndover, Massachusetts 01845 Gerald A. Brown Inspector of Buildings Telephone(978)648-9545 Fax (974)hg4-9542 HOMEOWNER LICENSE Fax Please print DATE: Z JOB LOCATION: Number Street Address �----�� (Vlap/ of HOMEOWNER �' —gSbq-2 yyS Name Home PhoneU WSorkone PRESENT MAILING ADDRESS 2 S^ rio City Town State Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units or less and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two family structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other Applicable codes, by-laws, rules and regulations. The undersigned"homeo\vner"certifies that he,'she understands the Town of North Andovcr Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNERS SIGNATUR APPROVAL OF BUILDING OFFICIAL Rrvised lo.lo05 1-'mm Hofflo-hers Exempliun 'OARnOF,\FF1=\L.Sn .1_q`:11 rO:\':HKVAflr]\,;., Town of over 0 No. 40eo 3 ,� dover, Mass., • COC MIC MEWICK V agree Pk' BOARD OF HEALTH PERMIT T Food/Kitchen Septic System THIS CERTIFIES THAT......K&A-k . ......&*af.��. . ..�!n!! ................................................ BUILDING INSPECTOR Foundation has permission to erect........................................ buildings on ..... ...�....... ....�.... M !"'1.. ..... Rough to be occupied as h�' �. .... ill.� I . 144 Chime ....... ..... .. ..... .. ...ltrrw... ............................... provided that the person accepting this permit shah in every pact to the terms of the application on flle 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 INSPIECT OR UNLESS CONSTRUCUON-' kTS Rough ............. . Service LDING�ISPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in Rough 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. Job= Truss Truss TypeQiy Ply WOOD STRUCTURES INC-NORM r 110000699 06STOCK R24860 FINK 100 1 Job Reference(optional) Wood Structures,Inc.,Biddeford,ME 04005 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Mar 2210:19:35 2006 Page 1 FI-GI 6-2-7 12-0-0 17-9.9 24-0-0 ?5-0-9 1.0-0 6-2-7 5-9-9 5-9-9 6-2-7 1-0-0 5x8= Scale=1:52.1 4 13 14 8'00 Fl2 1.5x4\\ 1.5x4 3 5 12 15 2 6 7 ig 11 10 16 17 9 85x10 ZZ 5x10; 4x6= 5x10= l 8-0-0 16-0-0 24-0-0 8-0-0 8-0-0 8-0-0 Plate Offsets X, 2:0-1-11,Ed e, 6:0-1-11,Ed e,[9:0-5-0.0-3- SPACING:2-0-0 SPACING: 1-7-3 SPACING: 1.4-0 SPACING 2-0-0 CSI DEFL in loc Well L/d PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) ( ) Ud TCLL 60.0 TCLL 75.0 TCLL90.0 Plates Increase 1.15 TC 0.98 Vert(LL) -0.25 9-10 >999 240 MT20 197/144 ( ) (Roof Snow--75.0) (Roof Snow-90.0) Lumber Increase 1.15 BC 0.83 Vert(TL) -0.35 9 10 >812 180 Roof Snow 60.0 (Ground Snow-78.0) (Ground Snow--97.0) (Ground Snow--I 17.0 Rep Stress Incr YES WB 0.40 HOrz(TL) 0.08 6 n/a n/a TCDL 10.0 TCDL 12.5 TCDL 15.0 Code IRC2003lrP12002 (Matrix) Weight:95 lb BCLL 0.0 BCLL 0.0 BCLL 0.0 BCDL 10.0 BCDL 12.5 BCDL 15.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E REACTIONS (Ib/size) 2=2138/0-4-1(0-3-8+bearing block),6=2138/0-4-1(0-3-8+bearing block) Max Hoa 2=487(load case 7) Max Uplift 2=-705(load case 8),6=-705(load case 9) Max Grav 2=2591(load case 2),6=2591(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/120,2-12=33751833,3-12=3042/852,3-13=-2829/928,4-13=-2429/952,4-14=2429/952,5-14=-2829/928, 5-15=-3042/852,6-15=3375/833,6-7=0/120 BOT CHORD 2-11=528/2502,10-11=-52812502,10-16=200/1520,16-17=-200/1520.9-17=200/1520,8-9=-482/2502, 6-8=-482/2502 WEBS 3-10=1175/463,4-10=-419/1531,4-9=-419/1531,5-9=-1175/463 NOTES (14) 1)2 X 4 SPF 165OF 1.5E bearing block 12"long at it.2 attached to front face with 2 rows of 10d Common(.148"x3")Nails spaced 3" o.c.8 Total fasteners.Bearing is assumed to be SPF. 2)2 X 4 SPF 165OF 1.5E bearing block 12"long at jt.6 attached to front face with 2 rows of 10d Common(.148"x3")Nails spaced 3" o.c.8 Total fasteners.Bearing is assumed to be SPF. 3)Wind:ASCE 7-02;120mph @24in o.c.;h=35ft;TCDL=4.Opsf;BCDL=4.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 15-0-0,Intedor(1)15-0-0 to 22-0-0,Exterior(2) 22-0-0 to 25-0-0 zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for 11A OF Mq members and forces,and for MWFRS for reactions specified. S 4)Wind:ASCE 7-02;134mph @19.2in o.c.;h=35ft;TCDL=5.Opsf;BCDL=5.Opsf;Category ll;Exp C;enclosed;MWFRS gable end and oaf �G C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 15-0-0,Interior(1)15-0-0 to 22-0-0,Exterior(2)22-0-0 to �� STEPHEN W. 25-0-0 zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members 6 and forces,and for MWFRS for reactions specified. 5)Wind:ASCE 7-02;146mph @16in o.c.;h=35ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end and NO.31927 C-C Extedor(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Extedor(2)9-0-0 to 15-0-0,Interior(1)15-0-0 to 22-0-0,Exterior(2)22-0-0 to 25-0-0 zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members °9 9 O ikQ and forces,and for MWFRS for reactions specified. ooF members - 6)TCLL:ASCE 7-02;Pf=60.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 SS/0 ALENG 7)Unbalanced snow loads have been considered for this design. 8)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 60.0 psf on overhangs April 24,200 CORM--W vpth other live loads. © WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 1IITEK REFERENCE PAGE MU-7473 BEFORE USE. 14515 N.Outer Forty, Design valid for use only vhth M'Tek connectors.This design is based only upon parameters shown,and is for an individual building component. Surta 11300 NilAppllcabilify of design paramenters and proper incorporation of component is responslbllity of building designer-not truss designer.Bracinggshown shovm Chesterfield,MO 63017 B for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction 4 the responsibillity of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designee For general guidance regarding fabrication,quality control,storage,delivery,erection and tracing,consult ANSI/TPII pualtiy CMeda,DSB-89 and BCSII BuBding Component '�� 4 m Safety Information available from Truss Plate Institute,583 D'Onof io Drive.Madison.WI 53719. M R I Job` Truss Truss Type Qty Ply WOOD STRUCTURES INC-NORM r 110000699 06STOCK R24860 FINK 100 1 Job Reference(optional) Wood Structures,Inc.,Biddeford,ME 04005 6.200 s Oct 18 2005 MiTek Industries,fnc. Wed Mar 2210:19:35 2006 Page 2 NOTES (14) 9)This truss has been designed for a 10.0 psf bottom chord live load non concurrent with any other live loads. 10)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 11)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 705 Ib uplift at joint 2 and 705 Ib uplift at joint 6. 13)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14)Drawing prepared exclusively for manufacturing by Wood Structures Inc. LOAD CASE(S) Standard © WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED H17EE REFERENCE PAGE IM-7473 BEFORE USE. 14515 N.Outer Forty, Design valid for use on with Mitek connectors.This design is based on u Suite iJ300 9 IY g y upon parameters shown,and is for an individual building component. Chesterfield,MO 63017 Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of ind'rAdual web members only.Additional temporary bracing to insure stability outing construction is the responsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Ell fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/fPil Quality Criteria,DSB.89 and SCSII Buitding Component iw iTek� Safety Information available from Truss Plate Institute.583 D'Onofrlo Drive,Madison.WI 53719. i I Job :;4:8 Truss Type Qty Ply WOOD STRUCTURES INC-NORM 110000685 06STOCK ATTIC 50 1 Job Reference o tional Wood Structures,Inc.,Biddeford,ME 04005 6.200 s Oct 18 2005 MITek Industries,Inc. Wed Apr 1914:40:10 2006 Page 1 13-1-14 0-0-01 5-10x3 10-10-2 112-0-01 1 18-1-12 1 24-0-0 ?5-0-q 1-0-0 5-104 4-11-14 1-1-141-1-14 4-11-14 5-10-4 1-0-0 Scale=1:53.7 6x8= Camber=5/16 in 5 5x14= 5x14= 4 6 14 15 8.00 12 3x8 II 3x8 I I 3 7 13 16 12-0-0 2 8 9 m 1 � Id 5x14= 12 11 10 5x14= 3x10 II 6x10= 3x10 11 5-104 18-1-12 24-0-0 5-104 12-3-8 5-104 Plate Offsets X, [2:0-8-12,0-2-8]. 4:Ed e,0-5-5, 5:0-4-0,Ed e, 6:Ed e,0-5-5, 8:0-8-12,0-2-8 SPACING: 2-0-0 SPACING: 1-7-3 SPACING: 1-4-0 SPACING 2-0-0 CSI DEFL in loc I/deft Ud PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plates Increase 1.15 TC 0.66 Vert(LL) -0.4610-12 >622 360 MT20 197/1 TCLL 42.0 TCLL 52.5 TCLL 63.0 Lumber Increase 1.15 BC 0.54 Vart(TL) -0.77 10-12 >367 240 (Roof Snow--42.0) (Roof Snow,--52.5) (Roof Snow--63.0) Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 8 n/a n/a (Ground Snow--60.0) (Ground Snow--75.0) (Ground Snow=90.0) Code IRC2003lrP12002 (Matrix) Wind(LL) 0.19 10-12 >999 240 Weight:166 Ib TCDL 7.0 TCDL 8.8 TCDL 10.5 g BCLL 0.0 BCLL 0.0 BCLL 0.0 BCDL 10.0 BCDL 12.5 BCDL 15.0 LUMBER BRACING TOP CHORD 2 X 8 SYP M 23 TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD 2 X 8 SPF 195OF 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF 165OF 1.5E REACTIONS (Ib/size) 2=177210-3-8.8=1772/0-3-8 Max Horz 2=-488(load case 7) Max Uplift 2=628(load case 9),8=-628(load case 10) Max Grav 2=2005(load case 3),8=2005(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72,2-13=-2478/561,3-13=22521572,3-14=-1736/652.4-14=-1631/676,4-5=-397/i671,5-6=399/1671, 6-15=15311676,7-15=-1736/652,7-16=-2252/572,8-16=-2478/561,8-9=0/72 BOT CHORD 2-12=-216/1718,11-12=-216/1723,10-11=-216/1723,8-10=-216/1718 WEBS 4-6=3675/1261,3-12=-43/1066,7-10=-42/1066 NOTES (16) 1)Wind:ASCE 7-02;120mph @24in o.c.;h=35ft;TCDL=2.8psf;BCDL=4.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)-0-10-14 to 2-1-2,Interior(1)2-1-2 to 9-0-0,Exterior(2)9.0-0 to 15-0-0,Interior(1)15-0-0 to 21-10.14.Exterior(2) 21-10-14 to 24-10-14 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. 2)Wind:ASCE 7-02;134mph @19.2in o.c.;h=35ft;TCDL=3.5psf,BCDL=S.Opf;Category 11;Exp C;enclosed;MWFRS gable end and C-C Exterior(2)-0-10-14 to 2-1-2,Interior(1)2-1-2 to 9-0-0,Extedor(2)9-0-0 to 15-0-0.Interior(1)15-0-0 to 21-10-14,Extedor(2) 21-10-14 to 24-10-14 zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for membersC-C for for 3)Wind:ASCE 0n 2;146mph @16 o.c.;MWFRS 5ftfor reactions specified. SN OF TCDL 4.2psf;BCDL=6.Opsf;Category ll;Exp C;enclosed;MWFRS gable end and SACS C-C Exterior(2)-0-10-14 to 2-1-2,Interior(1)2-1-2 to 9-0-0,Extedor(2)9-0-0 to 15-0-0,Interior(1)15-0-0 to 21-10-14,Exterior(2) �� G 21-10-14 to 24-10-14 zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for STEPHEN W. C-C for members and forces,and for MWFRS for reactions specified. B rn 4)TCLL:ASCE 7-02;Pf=42.0 psf(flat roof snow);Ps=42.0 psf(roof snow);Category 11;Exp C;Fully Exp.;Ct=1.1 5)Roof design snow load has been reduced to account for slope. NO.31927 6)Unbalanced snow loads have been considered for this design. ,a 7)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 42.0 psf on overhangs 90c 9FGlSTEp�� non-concurrent with other live loads. FSS/ONALEN�'\ 8)This truss has been designed as per IBC Sect.1605.3.1.1 Load reduction,for multiple live loads. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. April 24,200 ® WARMNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MD-7473 BEFORE USE. 14515 N.Outer Forty, Design valid for use only vath M1ek connectors.This design is based on upon parameters shown,and is for an individual building cora Suite t1300 � 9 Y 9 only P P g pone shown Chesterfield,MO 63017 Applicability of design parameniers and proper incorporation of component is responsbility of building designer-not truss designer.Bracing shovm is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsbillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Creeda,DSB-89 and SCSII Building Compoent M iTek' Safely Information available from Truss Plate Institute,563 D'Onofdo Drive,Madison.WI 53719. dob Truss Truss Type Qty Ply =WOODCTURES INC-NORM110000685 06STOCK A248 ATTIC 50 1 (optional) Wood Structures,Inc.,Biddeford,ME 04005 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Apr 1914:40:10 2006 Page 2 NOTES (16) 11)*This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 12)Ceiling dead load(5.0 psf)on member(s).3.4,6-7,4-6; Wall dead load(5.Opsf)on member(s).3-12,7-10 13)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-12 14)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 628 Ib uplift at joint 2 and 628 Ib uplift at joint 8. 15)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 16)Drawing prepared exclusively for manufacturing by Wood Structures Inc. LOAD CASE(S) Standard © WARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED HITEEREFERENCE PAGE My 7473 BEFORE USE. 14515 N.Outer Forty, Design valid for use only With MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 9300 ApplcabTty,of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 6 for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Cdteda,DSB-89 and BCS11 Building Campon9nt MiTek Safety Information av ilable from Truss Plate Institute.583 D'Onofdo Drive.Madison,WI 53719. TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCTREP RENOVAT OR DEMOLISH A ONE OR TWO FAMILY DWELLING IVNK BUILDING PERMIT NUMBER DATE ISSUED: / rn ��a l X SIGNATURE: Building C ner/I r of Buildings Date Z SECTION 1-SITE INFO ON 0 1.1 Property Address: 1.2 Assessors Map and Parcel Number: _ c9 (C) 23 Map Number Parcel Nurn6a L 1.3 Zoning Information: I 1.4 Property Dimensions: Zonin District Proposed Use Lot Area Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard -Required Provide Required Provided Required Provided v 1.7 Water Supply M.G.LC.40. 54) 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 Historic District: Yes No rn 2.1 Own r of Record e nt) Address for Service: `- N Signature Telephone 2.2 Owner of Record: Name Print Address for Service: O Z M Signature Telephone SECTION 3-CONSTRUCTION SERVICES 90 34 Licensed Construction Supervisor: Not Applicable Licensed Construction Supervisor: O . License Number Mn Address D Expiration Date ic Signature Telephone P. 3.2 Registered Home Improvement Contractor Not Applicable ❑ v Company Name Registration Number r Address _r Z Expiration Date /1 Signature Telephone V 4 ` 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. r Signed affidavit Attached Yes.......❑ No.......❑ SECTION 5 Descri tion of Proposed Work(check all applicable) New Construction 0 Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ i- Accessory Bldg. 0 Demolition ❑ Other ❑ Specify Brief gcription of Proposed Work: bal kt-- C- 16A^k- � 1 �J �e� I SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be "OFCIAL i1SE 01 . Completed by permit applicant 1. Building v (a) Building Permit Fee �0O. Multiplier 2 Electrical —7� G (b) Estimated Total Cost of J v� Construction 3 Plumbing Building Permit fee(a)X (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 1 5 C'C-3, Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGE1YT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, r as Owner/Authorized Agent of subject property Hereby a tho \CA kA r" to act on My alf ' matters relative to work authorized bothis building permit applicatio . O.S— 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 Print Name Signature of Owner/Agent Date NO.OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR T11VIBERS 1ST 2ND 3RD SPAN DMIENSIONS OF SILLS DIMENSIONS OF POSTS DIN ENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHIlVINEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE