Loading...
HomeMy WebLinkAboutBuilding Permit #612 - 42 PENNI LANE 4/12/2010TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO:6 /�L. r, / ate Received Date Issued: y#6 IMPORTANT: Awl ca�ust complete all items on this page LOCATION eur L,�e �Pdnt PROPERTY OWNER +'"� - Print "MAP NO: c PARCEL. e ZONING DISTRICT:Historic District Machina Shnn yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family ,/Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well a Floodplain Wetlands Watershed District Water/Sewer, DESCRIPTION OF WORK TO BE PERFORMED: Identification Please Type or Print Clearly) OWNER: Name: Phone: O LI b sV Address: L( a- 1'e NN; t- ;✓e �, ` a b a (t�,vN *et�kr LSI rC... CONTRACTOR Name: . g Phone{ Address:5� Supervisor's Construction :License: '7 FZ, 9 Lf Exp. Date: I Q - .14— a.D I! Horne Improvement License: 1 3 l G>. Exp. {date: d -a I ARCHITECT/ENGINEER Sae- Ste; o\ Phone: 117$- 66 L/— 339 3 Address: I 1-611h- A W4))q Ck%g. No. 3FS 5 6 FEE SCHEDULE. BULDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ S j�, O� a FEE: $ Check No.: Receipt No.: --IMO NOTE: Persons contracting with unregistered contractors do,not have access to the guaranty fund 5�ignature of Agent/Ovvner Signature of contractor, 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 o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks a Building Permit Application o Certified Surveyed Plot Plan ❑ Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application o Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses o 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 ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit 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: Doc.Building Permit Revised 2008 ,/Plans Submitted Plans Waived `Certified Plot Plan /Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art `" `- iSwimming Pools Well / Private (septic tank, etc. Tobacco Sales Permanent Dumpster on Site Food Packaging/Sales THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on 10 Si nature COMMENTScv HEALTH COMMENTS c lr-� i 1-3010 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 DPW Town Engineer: Signature: Located 384 Osgood Street EIRE DEPARTMENT Temp Dumpster ork site Orel no Located at 124 Main Street Fire Department signature/date -1- COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine Doc:.Building Permit Revised 2008 Location No. Date oejo,05 ". r TOWN OF NORTH ANDOVER Certificate of Occupancy $ CHU Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 22924 B6fIdih'g Inspeclor S:\DWG\DWG\RiOdwg\R10-004.dwg, 1/25/2010 10:26:57 AM, TOSHIBA e -STUDIO Universal PCL6 m Q _N om0 JKv N-.... -' r c0 m '� Z 0 0 In rnm ;Zmz -oI� �m m n. I b ,rm o = N a s� M N50zs8 Z X v 50'90 03 i( g rn o >m� av o — — — — ------ 0 0 v O 94.5' 24.x' I a $ rrnn r 9DCE z M z n.� rn o _""� Z v n '..." Cil ��� o CL� Q - o o I I ,gp• 3�OrBaS � N L 4-0 D 4.0 0 01h) CA 0 3.00 FD 10 4 o r` 0 0 0 N mzz M >"o .. ? Lnp Q Z C- K :1m :' -u ---1Z 5; r` O z C) Z �>0 a r�'I o - _ Z I Dm 0 C N N p D O O rq Q� 12 No� < m _ N Z x IO o Q Zoz � Q � ra I m b ©�, ' , z D m � C u � Z 0rrl0 N a 0 C) ;u Q Single 9-1/2" AJSTm25MSR JoistWol RCCALCO2,0 Design Report - US 1 sewn; No cantilevers! 0,/12 slope Monday, February 22, 2010 13:11 Build 276 12' OCS I Non -Repetitive "Glued & nailed construction File Name: BC CALC Project Job Narne: CARMINE PETROSINO .1 SAVORY RESIDENCE Description: J01 Address: Specifier. City, State, Zip: NORTH ANDOVER. MA Designer: Customer: Company: Code reports: ESR -1144 Misc: , V, - - - , , , . . � � - I I I , - i8_00_00 80,2-1/2" 61, 2-1/2" LL 360 lbs LL 360 lbs OL 90 lbs DL 90 lbs Notes Design meets Code minimum (0240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Composite El value based on 23,/32" thick sheathing glued and nailed to joist This signature has been electronically transmitted Page 1 of 1 SC CALG9, BC FRAMERO, AJS-,-, ALLJOiSTO, BC RIM BOARD-. BCI8 BOISE GLULAMTkl, SIMPLE FRAMING SYSTEMS, VERSA-LAM9, VERSA -RIM PLUS 01, VERSA-RIMO, VERSA -STRAND®, VERSA-STUDG are trademarks of Boise Wood Products, L.L.C_ Total Horizontal Product Length = 18-00-00 Load Summary Live Dead Snow Wind Roof Live Taq Description Load Type Ret. Start End 100% 90% 115% 13310 125% ocs I Standard Load Um. Area (pst) Left 00-00-00 18-00-00 40 10 12" Controls Summary Value % Allowable Duration Case Span Disclosure Pos. Moment 1,960 fl -lbs 40.7% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 440ibs 34.7% 100% 1 1 - Right be verified by anyone who would rely on Total Load Dell. U604 (0.352") 39,8% 1 1 output as evidence of suitability for Live Load Dell, U754 (0.282") 63.6% 1 1 particular application. Output here based Max Deft, 0.352" 35.2% 1 1 on building code -accepted design propeZs and analysis methods. Span / Depth 22.4 n1a 1 Installation of BOISE engineered wood products must be in accordance with % Allow % Allow current Installation Guide and applicable Bearing Supports Dim. (LxW) Value Support Member Material building codes. To obtain Installation Guide BO Wall/Plate 2-112" x 3-1/2" 450 lbs n1a n/a Unspecified or ask questions, please call B1 Wall/Plate 2-112" x 3-112" 450 lbs n/a n/a Unspecified (800)232.0788 before installation. Notes Design meets Code minimum (0240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Composite El value based on 23,/32" thick sheathing glued and nailed to joist This signature has been electronically transmitted Page 1 of 1 SC CALG9, BC FRAMERO, AJS-,-, ALLJOiSTO, BC RIM BOARD-. BCI8 BOISE GLULAMTkl, SIMPLE FRAMING SYSTEMS, VERSA-LAM9, VERSA -RIM PLUS 01, VERSA-RIMO, VERSA -STRAND®, VERSA-STUDG are trademarks of Boise Wood Products, L.L.C_ �J REScheck Software Version 4.3.0 Compliance Certificate Project Title: SAVORY RESIDENCE Energy Code: Location: Construction Type: Glazing Area Percentage Heating Degree Days: Climate Zone: Construction Site: NORTH ANDOVER, MA 2009 IECC North Andover, Massachusetts Single Family 20% 6322 5 Owner/Agent: Compliance: Maximum UA: 141 Your UA: 141 Designer/Contractor: CARMINE PETROSINO Ceiling 1: Flat Ceiling or Scissor Truss 432 38.0 0.0 13 Wall 1: Wood Frame, 16" o.c. 990 19.0 0.0 48 Window 1: Wood Frame:Double Pane with Low -E 143 0.310 44 Door 1: Glass 53 0.300 16 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 432 19.0 0.0 20 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Project Notes: ALL INFORMATION SUPPLIED BY BUILDER Signature Date Project Title: SAVORY RESIDENCE Report date: 01/21/10 Data filename: C:\Program Files\Check\REScheck\PETROSINO SAVORY JOB NORTH ANDOVER MA.rck Page 1 of 4 Ceilings: REScheck Software Version 4.3.0 Inspection Checklist ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: ❑ Window 1: Wood Frame:Double Pane with Low -E, U -factor: 0.310 For windows without labeled U -factors, describe features: #Panes Comments: Doors: Frame Type Thermal Break? Yes No ❑ Door 1: Glass, U -factor: 0.300 Comments: Floors: ❑ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ❑ Wood -burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air -permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (9) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: Project Title: SAVORY RESIDENCE Report date: 01/21/10 Data filename: C:\Program Files\Check\REScheck\PETROSINO SAVORY JOB NORTH ANDOVER MA.rck Page 2 of 4 Lj Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U -factor of 0.50 and the maximum {,l skylight LI -factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: F1 Vapor retarder is installed on the warm -in -winter side of all non -vented framed ceilings, walls, and floors; or it has been determined that moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R -value. Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R -values and glazing U -factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. Cj All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). F-1 Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 34.6 cfm (8 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 51.8 cfm (12 cfm per 100 ft2 of conditioned floor area) pressure differential of 0.1 inches w.g. (3) Rough -in total leakage test with air handler installed: Less than or equal to 25.9 cfm (6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4) Rough -in total leakage test without air handler installed: Less than or equal to 17.3 cfm (4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. F1 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Ej Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj Heated swimming pools have an on/off heater switch. n Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste -heat -recovery systems. Project Title: SAVORY RESIDENCE Report date: 01/21/10 Data filename: C:\Program Files\Check\REScheck\PETROSINO SAVORY JOB NORTH ANDOVER MA.rck Page 3 of 4 L] Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a r,r minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site -recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage — 15 (d) 50 lumens per watt for lamp wattage > 15 and — 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: F1 Snow- and ice -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R -values; window U -factors; type and efficiency of space -conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: SAVORY RESIDENCE Report date: 01/21/10 Data filename: C:\Program Files\Check\REScheck\PETROSINO SAVORY JOB NORTH ANDOVER MA.rck Page 4 of 4 m Ceiling I Roof 38.00 Wall 19.00 Floor / Foundation 19.00 Ductwork (unconditioned spaces): Slagle 9-1,12" AdSTm 25 MSS Joist, " J j scan j No cantilev rs' }ri2 slope yui�..�j a;i 22 20 10 ?3. its r' j 12 ,'u `tori - Repel, lti`r'eGlued x r wilted C inSEr t^..lo,^, File Name: BC C.r�`i'LC Project :nb erne: CAR�.INE PET "OSI J„ S.AV RY RESIDENCE Descr,ption: J01 Address: Specifier: City, State, Lip: NORTH ANDOVER, i'•ii Designer: Customer: Company: Cade reports: ESR 1144 Misc: Notes ues gn meets Code minimum (L1240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (V) Maximum load deflection criteria. Composite El value based on 23132" thick sheathing glued and nailed to joist. This signature has been electronically transmitted Page 1 of 1 BS CALCL, BC ERAMERG . AJS�', ALLJOISTO, SC RIM BOARDTM, BCI -V, BOISE GLULAMT", SIMPLE FRAMING S•YSTEVr'9, VERSA-LAP✓lDF, VERSA -RIM PLUSG . VERSA-RIMO, VERSA -S T RANDO, 'VERSA-STUDG are trademarks of Boise Wood Products, L.L.C. y. Y ' B0, 2-1r'2" ._ L3 360 lbs BI, 2-112" DL '30 lbs LL 360 lbs DL 90 lbs Total Horizontal Product Length ='t8-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref Start End 100% 90% 115% t 33% 125% OCs 1 Standard Load Unf. Area (psi) Left 00-00-00 18-00-00 40 10 12" Controls Summary value %Allowable Duration case Span € isclosure Pos. Moment End Reaction 1,960 ft -lbs 440 lbs 403 oo 1 goo, 1 1 - Internal 'Completeness and accuracy of input must Total Load Defi. L604 (0.352•'] 343% 39.8% 100% 1 1 - Right he verified by anyone who would rely on Live Load Defi. 0754 (0.282") 63.6% t 1 1 1 avlp� ! as evidence of suitability for par,icUlaf acoNcalion. Output here based Max Def(. 0.352" 35.2% 2%n/a 1 1 on building code -accepted design Span !Depth 22.4 1 properties and analysis methods. installation of BOISE engineered wood products must be in accordance with Bearing Supports Dim, (L x VV) Value % Allow Support Y. Allow current installation Guide and applicable _ Member Material building codes. To obtain installation Guide BO Wall/Plate 2-1/2" x. 3-1/2" 450 lbs n/a n/a Unspecified or ask questions, please call E1 Wali/Plate 2-1;2" x 3-1i2" 450 lbs n/a n/a Unspecified 500)232 8;88 before installation.. Notes ues gn meets Code minimum (L1240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (V) Maximum load deflection criteria. Composite El value based on 23132" thick sheathing glued and nailed to joist. This signature has been electronically transmitted Page 1 of 1 BS CALCL, BC ERAMERG . AJS�', ALLJOISTO, SC RIM BOARDTM, BCI -V, BOISE GLULAMT", SIMPLE FRAMING S•YSTEVr'9, VERSA-LAP✓lDF, VERSA -RIM PLUSG . VERSA-RIMO, VERSA -S T RANDO, 'VERSA-STUDG are trademarks of Boise Wood Products, L.L.C. . ' I A In T- 7 IP- - te fell �- \�,Vm ini Ii L4 31-z V@4 bk CA JA . ' I A In T- 7 IP- - te fell �- \�,Vm TIE 4 hY �195- 110 �; - io C.) z IN, M V@4 bk 01 JA TIE 4 hY �195- 110 �; - io C.) z IN, i t V@4 bk 01 JA i t bk 01 JA i t 3 �s A .. t r - 70. -4 o 0 -4 m n 0 > m C7 I -TI cn to w r > > Pit ro - Mv Pi ZA D st T, am, VJ (2W ro LN Pi ZA D ro ZA 7, Ej tv ro JUN 00 M®5;9 G to , coil co Ens I 14 1 - o T" , 1�; MILIN ......... .. 7 Z — �,l oj P, 61 D 14 1 - o T" , 1�; MILIN 7 Z — �,l oj P, 61 D Mlu3/�,-cax PLY. GNpnrkiuc Mt,v.- zqd* iz ASpHticT 4- 10 SoRlyd ,� V et,lys ;2 bX PLY, SHUTTING UOT�S; ALL FRaLUMaFi2 Td BF- - 12aa psl, copsr. G2Ab NEMLOCI� oR SPRUCE.:. �EARr�� ' T 1 G A ?' c ION c. *Glzao��� SAIAN. in. N0. 38',5.. ;t . ,? j^ CoA'; i N <; -NO. RE WNG 14"07 • C&Xb4E yo r. 2::! �� �c- R38 dNSI�L.. w,rN v,8, i Ca k PLY. SU$ - Fl Z AArN. FL, /Z Ca x PLY, Sub - FL . -k-19 IIJXUL, WiW4 V.$. F L 601L OK0�--- *, 41C. vG[,ra SOit• 8r+�,ildrC, �o-sTo2y 2b --� 780 CMR: STATE BOARD OF BUMDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUMDING CODE 780 CMR FIGURE 5602.10.5 EXTERIOR CORNER FRAMING 16d NAIL AT N IN O.C. 14 I'NNLAT$KO.C. 6dNAIl AT (.L PANEL. EDGES) OYPBUM WALL BOARD INSTALLED IN AODDRDANCE WITH CNA►TER 67 WOODPANEL FRAMNO MEMBERS NOT AT INSTALLER TRLCTVRAL D IN ACCORDANCE TA PANEL EOM WITH BLE 6b02.3(1) (a) OUTSIDE CORNER DETAIL UM GYPSWALL BOARD INSTALLED W AOCOAQ"rA WITH CHAPTER IRT(INTERion) WOOD STRUCTURAL PANEL 18d NAIL AT 24 IN O.C. INSTALLED W ACCORDANCE WITH TABLE 6602A 1) 6d NNLAT 6IN O.C. ON ALL FRAMNO M]I6ERS N AT PANEL EWES AND 12I ` O.C. ON ALLFRAMN0 MFaA80W HOT AT PANEL EDOE8 (b) MOE CORNER DETAIL 5602.10A Length of Braced Panels. For 780 CMR 5602.10.3 Methods 2., 3., 4., 6., 7. and 8., each braced wall panel shall be at least 48 inches (1219 mm) in length, covering a minim= of three stud spaces where studs are spaced 16 m inches (406 m) on center and covering a minimum of two stud spaces -where studs are m spaced 24 inches (610 m) on center. For 780 CMR 5602.10.3 Mithod 5. each braced wall panel shall m be at least 96 inches (2438 m) in length where applied to one face of a braced wall panel and at least 48 inches (1219 mm) where applied to both faces. 5602,10.7 Panel joints. All vertical joints of panel sheathing shall occur over studs. Horizontal joints in braced wall panels shall occur over, blocking of a minimum of 1 bi inch (38 mm) thickness. 5602.10.9 Design of Structural Elements. Where a building, or portion thereof, does not comply with one or more of the bracing requirements in 780 CMR 5602, those portions shall be designed and constructed in accordance with accepted engineering practice. k 1 o" 3- RMOA . PfA LA ICA pj -) .4 l,-, I/ ki m 17 tA 1-J i , r + �A ry ia PJ RMOA . PfA LA ICA pj -) .4 l,-, I/ ki m 17 tA + �A ry ia PJ ic RMOA . PfA LA ICA pj -) .4 l,-, I/ ki m CONSTRUCTION AGREEMENT -ell Agreement made this 11 day of February, 2010 by and between Matt and Gail Savory now of 42 Penni Lane, North Andover, Massachusetts herein after referred to as the HOMEOWNERS and Petrosino Construction LLC (Carmine Petrosino manager) now of 15 Shasta Dr., North Reading, Massachusetts herein after referred to as the CONTRACTOR (Home Improvement Contractor Reg. # 131496). AGREEMENT: That the HOMEOWNERS currently own a house described as 42 Penni Ln. North Andover, Massachusetts, .herein after referred to as the HOUSE and are desirous of building a two story addition, the type and specifications of which are contained in the plans (with some changes agreed upon by both parties) drawn by Joseph Saia Jr. Registered Architect, specification sheets, allowance sheet, payment schedule, and notes sheets attached. This agreement will take first precedence in the case of any discrepancies between the house plans and this agreement. The CONTRACTOR shall build the addition for the sum of $157,000.00 (one hundred fifty seven thousand dollars) which payment shall include some materials and labor. What the price does and does not include is specified in the plans and specification sheets. The CONTRACTOR and HOMEOWNERS both agree that any changes in the plans and specification sheets must be made with the consent of both the CONTRACTOR and the HOMEOWNER with a signed change order. The CONTRACTOR and the HOMEOWNERS both agree that any extras will be paid in full and in advance. If any disagreement occurs during the project, the HOMEOWNERS agree to pay the CONTRACTOR for all labor and material costs incurred by the CONTRACTOR until that point, and the CONTRACTOR will be freed of all obligations to the HOMEOWNERS. The CONTRACTOR will be responsible for liability insurance and workman's compensation insurance. All other insurances are to be carried by the HOMEOWNERS. The CONTRACTOR and the HOMEOWNERS both agree to the payment schedule and the HOMEOWNERS agree to make the payments no later than 2 days after the payments become due. The HOMEOWNERS agree to move themselves and all of their belongings out of a portion of the existing HOUSE. The CONTRACTOR will not be responsible for any of the HOMEOWNERS belongings, it is the HOMEOWNERS responsibility to move, store, and protect all of their belongings. The project is scheduled to begin on April 1, 2010 and is scheduled to be completed by March 15, 2011. We have reviewed and understand and agree to all of the above and following 6 pages (total of 7 pages). DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. Carmine Petrosino Matt Sav Ery Gail Savory _a SPECIFICATIONS SHEET EXCAVATION, FOUNDATION, & BASEMENT: • The CONTRACTOR will provide all typical excavation, backfilling, grading, and tree removal. Any blasting, rock splitting, removal of buried waste or boulders, removal of contaminated soil or any type of contaminates, etc. are not included and will be an extra if necessary. • The CONTRACTOR will provide the material and labor for a 10" thick concrete foundation with 2 standard basement windows and a 10" X 20" concrete footing as needed. • The CONTRACTOR will provide an opening through the existing foundation to access the basement of the addition. • The CONTRACTOR will run a 4" interior drain pipe to a sump pump chamber (the HOMEOWNERS are to provide a sump pump, outletpipe, and electrical outlet if desired). • The basement will have a 4" poured concrete floor and will be unfinished. *Please note that the ceiling height of the addition basement will be approx. 8" lower than the existing basement ceiling height. * Please note that all concrete to be used will be 3,000 mix. * Please note that due to construction, some trees/plants/bushes/flowers/grass/etc. may be damaged and it is the HOMEOWNERS responsibility to replace them. FRAME & FRAMING: The CONTRACTOR will: • frame the house according to the plans using standard wood framing practices. • floor joist will be 2x10 - 16" on center for the first floor and 9.5" AJS-25 MSR — 12" on center for the second floor • ceiling joist will be 2x8 - 16" on center • roof rafters will be 2x8 — 16" on center • sub floor plywood will be 3/4" Advantech t&g plywood • exterior sheathing will be '/2" fir plywood • roof sheathing will be 4-ply'/2" fir plywood • exterior walls 2x6 and interior walls will be 2x4 — 16" on center EXTERIOR: • Roofing — The CONTRACTOR will provide and install 30 year Sovereign roof shingles. **Please note that we will try to match the existing roof shingles, however a difference is likely. • Siding- The CONTRACTOR will provide and install Hardi siding on the new addition with Versatec cellular PVC trim boards and Tyvek beneath it. "Please note that we will try to match the existing siding, however a difference is likely. • Gutters — The CONTRACTOR will provide standard white aluminum seamless gutters and downspouts as needed for the addition. • The CONTRACTOR will build a deck off the family room slider (see allowance sheet). • The CONTRACTOR will provide the materials and labor for 1 "dog house" chimney with a gas insert fireplace with cultured stone veneer in the family room (see allowance sheet for the fireplace allowance). *The HOMEOWNERS are responsible for providing the propane for the fireplace. IV EXTERIOR DOORS AND WINDOWS: e The CONTRACTOR will provide and install 1 exterior door and 10 exterior windows (seethe allowance sheet). HEATING & AIR CONDITIONING: e The CONTRACTOR will provide an allowance for the heating of the entire addition as well as the air conditioning for the first floor (see the allowance sheet). The HOME OWNERS are responsible for the air conditioning for the second floor and the removal and replacement of the existing condenser unit. PLUMBING: o The CONTRACTOR will provide rough and finish plumbing work for 2 vanity sinks/faucets, toilet, 1 whirlpool tub/faucet, 1 custom shower stall/faucet. *Please note that the HOME OWNERS are to provide the tub and plumbing fixtures (see allowance sheet). ELECTRICAL: The CONTRACTOR will provide rough and finish electrical work for: e All standard switches, outlets and covers in white. e All outlet placement by code e All interior and exterior light fixtures and bulbs are to be provided by the HOMEOWNERS (see allowance sheet) e 1 ceiling fan and cable outlet in the new family room 0 1 phone and cable outlet in the master bedroom. e 1 cable outlet in the addition basement o All smoke detectors in the addition by code. 0 1 flood light above the slider e Standard lighting for the addition basement -porcelain with bulb e Any recess lights will be an extra of $100.00 each *please note that if the fire department requires upgrades to the existing smoke detectors, it will be an extra. INSULATION: e The CONTRACTOR will provide standard fiberglass batt insulation by code for all exterior walls of the addition. * Please note that any sound board or sound proofing is not included and will be an extra. ✓� INTERIOR WALLS & CEILINGS: • 1..%., inch blue board with plaster skim coat. • All ceilings sand finish. • All walls smooth finish (except for all closet walls which will be "skip trowel" textured finish). INTERIOR FINISH/TRIM: • 4'/2 "primed and finger jointed (PFJ)" speed base baseboards -to be painted • 2'/2" PFJ pine colonial casings on all windows and doors -to be painted • Doors - 6 panel "solid core" masonite doors to be painted, with Schlage door handles in a polished brass finish. All closet doors will be "hollow core". *Please note that no custom built-ins, crown moldings, chair rails, wanes coating, etc. are included and would be an extra. PAINTING: • The CONTRACTOR will provide standard interior and exterior painting of 2 coats on all walls and wood work. *Note: HOMEOWNERS may choose up to 3 colors; any added colors will be extra. Any faux finishes are not included. FLOORING: • The CONTRACTOR will install ceramic floor tile in the I' floor back hall and the master bath room (see allowance sheet). • The CONTRACTOR will install ceramic wall tile in the master bath custom shower stall and the whirl pool tub back splash (see allowance sheet). • The CONTRACTOR will provide and install oak hardwood flooring in the new family room, 2"`� floor hall, master walk-in closet, and master bedroom (see allowance sheet). SHELVING: • The CONTRACTOR will provide white wire shelves in the addition closets -(see Allowances). **Please note - The HOME OWNERS are to provide all mirrors, towel bars, toilet paper holders, and door stops and the CONTRACTOR will install them. 4 ALLOWANCES EXTERIOR WINDOWS AND DOORS: • The CONTRACTOR will provide a $6,000.00 allowance for all exterior doors, windows, screens, grills, and locks + tax. EXTERIOR DECK: • The CONTRACTOR will provide a $1,200.00 allowance to cover both materials and labor to construct the back deck. VANITY CABINETS: • The CONTRACTOR will provide a $1,800.00 allowance to cover both materials and labor for the vanity, countertop, knobs, and all installation. TILE: • The CONTRACTOR will provide a $3,000.00 allowance to purchase and install all floor and wall tile, all adhesives, and all cement backer board. HARDWOOD FLOORING: • The CONTRACTOR will provide a $6,500.00 allowance to purchase and install all hardwood flooring. PLUMBING FIXTURES AND TUB: • The CONTRACTOR will provide a $2,000.00 allowance to purchase the tub and the plumbing fixtures (sinks, faucets, toilet, etc.). LIGHTING FIXTURES: • The CONTRACTOR will provide a $800.00 allowance to purchase all interior and exterior lighting fixtures. Please note that no recess lights are included and may be added at an extra charge of $100.00 each. SHELVES: • The CONTRACTOR will provide a $650.00 allowance to cover white wire shelving installation in all addition closets (installed with tax). FIRE PLACE: • The CONTRACTOR will provide a $5,800.00 allowance to cover the materials and labor for 1 "dog house" chimney with a gas insert fireplace with stone veneer in the family room. *Note: All Allowances include sales tax and shipping charges (if any). The HOME OWNERS will be credited for any allowance expenses that come in under the allotted allowance amount and will be charged extra for any allowance expenses that come in over the allotted allowance amount. PAYMENT SCHEDULE TOTAL DUE: $157.000.00 • Payment #1 is due at the commencement of excavation........................$25,000.00 • Payment #2 is due at the commencement of foundation ......................... $25,000.00 • Payment #3 is due at the commencement of framing of addition .............. $45,000.00 • Payment #4 is due at the commencement of the roofing.........................$13,000.00 • Payment #5 is due at the commencement of window installation ..............$12,000.00 • Payment #6 is due at the commencement of siding installation ...................$10,000.00 • Payment #7 is due at the commencement of rough plumbing work............ $7,500.00 • Payment #8 is due at the commencement of rough electrical work............ $7,500.00 • Payment #9 is due at the commencement of blue board/plaster work...... $6,000.00 • Payment #10 is due at the commencement of interior wood trim work........ .... $4,000.00 • Payment #11 is due at the completion of all work ................................. ......... $2, 000.00 *Please note that these payments may not be due in this order. *Please make all checks payable to Carmine Petrosino. 6 NOTES *Please be advised that the following items are not included in the price: • All engineering/surveying/architectural work • Any septic design work or moving any utility lines (electric, gas, water, sewer, etc.) • All removal of buried waste, tanks, stumps, ledge, boulders, etc. • Any stone fill beneath the addition footings if necessary • All landscaping and sprinkler system work • All extra costs for "stacking" concrete forms if necessary • All costs of all building permits (dumpster, electrical, plumbing, building, etc.) • Any work required by the conservation commission or board of health • All patio work or work to the existing deck • Any central vacuum system or alarm system • All window treatments (blinds, shades, etc.) • Any recess lights (may be added as an extra at $100.00 each) • Any radon testing or remediation system • Any well water work • Any finished attic or basement work • Any shutters or shower doors *If the construction phase of the project does not begin by April 15, 2010 we may have to refigure the cost due to the escalation of material and labor costs. *All home improvement contractors and subcontractors shall be registered and any inquiries are to be directed to: Registration Division, Program Coordinator 1 Ashburton Place, Room 1301 Boston, MA 02108 617-727-3200 ext. 25239 *Massachusetts General Law has provisions regarding a Homeowners three-day cancellation rights and warranties on the Homeowners rights. *The Contractor and the Homeowner hereby mutually agree in advance that in the event that the contractor has a dispute concerning this contract, the contractor may submit such dispute to a private arbitration service which has been approved by the Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided in MGL c 142A. Homeowner: Contractor: .-�,-------- _ --_ `" ®° 2§ : { -4 2 £ b #+/( & 2 2 J E 5 % a n CD ) ` .0 - c a a . fCD o m2 ■ �% o© } n $ % ) < // e e M X A©S 3g / § k k ` E ®° 2§ : { -4 2 £ b �\§ / '; u �\ /\ 7«, 9\r / § 0 6 | 2 \ I Z \ , m ./ 3 \ � 2 < g < - \ \ I ) } a v 2 \ )� 2 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 1 www.mass gov/dia . Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): K t(Lo��,/u tC-JS-6,'VckjvJ L L C Address: 1 5 City/State/Zip: N, P -ex -j\, �" . ,,,, 4 Phone #:. 7 c,( I 1 16 6 a, Are you an employer? Check the appropriate box: Type of project (required): 1. Q I am a employer with 4. ❑ 1 am a general contractor and 1 6 Q New construction employees (full and/or part-time).* 2. ❑ I am a sole proprietor or partner- have hired the sub -contractors listed on the attached sheet. ❑Remodeling ship and have no employees These sub -contractors have 8. Q Demolition workingfor me in an capacity. Y P tY• [No workers' insurance workers' comp. insurance. 5. (Q We are a corporation and its 9. Building addition comp. required.] officers have exercised their 10. Electrical repairs or additions 3. ❑ 1 am a homeowner doing all work right of exemption per MGL 11.3 Plumbing repairs or additions myself [No workers' comp. c. 152, § 1(4), and we have no 12.Q Roof repairs insurance required.] t employees. [No workers' 13.Q Other camp. insurance required.] *Any applicant that checks boz # I must also fill out the section below showing their workers' compensation policy information. 4 Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy infonnadon. 1 am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: L,�,+� v -I d�r Self -ins. Lic. #: 4l C — 3 ] 5 (' I `� - �1) Expiration Date: Ll — /7 — f/ .lob Site Address: Lt �-- �eN� � L ->v . City/State/Zip: N. A71,/Aovk-z, 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 fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties o er'ury that the information provided above is true and correct. Signature: ( Date' -� �- • I Phone #: k'I —� -� I— ( 6C � official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone #: ACORDti CERTIFICATE OF LIABILITY INSURANCE OP ID AB DATE(MM/DD/YYYY) PETRO -1 02/22/10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION TYPE OF INSURANCE ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Benevento Ins. Agency, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 497 Humphrey Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Swampscott, MA 01907 - Phone: 781-599-3411 Fax: 781-581-7200 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: LIBERTY MUTUAL INSURANCE B INSURER B: NORFOLK & DEDHAM INS. CO. 23965 PETROSINO CONSTRUCTION C rmine Petrosino INSURER C: 1 Shasta Drive North Reading MA 01964 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NS TYPE OF INSURANCE POLICY NUMBER DATE MM/FD POLICY EXPIRATION DATE MWDD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 300 , 000 B X COMMERCIAL GENERAL LIABILITY R0207052 08/01/09 08/01/10 PREMISES(Ea 000urence) $ 50,000 CLAIMS MADE X] OCCUR MED EXP (Any one person) $5,000 PERSONAL 8 ADV INJURY $ 300 , 000 GENERAL AGGREGATE $ 600 , 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $600,000 X POLICY jE 4 LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ BODILY INJURY $ (Per accident) HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR F—I CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ A WORKERS COMPENSA11ON AND EMPLOYERS! LIABILITY ANY PROPRIETOR/IETOR/PARTNER/EXECUTIVE WC2-31S-361492-017 04/17/09 04/17/10 X TORY LIMITS ER E.L. EACH ACCIDENT $100,000 E.L. DISEASE - EA EMPLOYEE $100,000 OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE- POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION TOWNAND SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIOI DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL TOWN OF NORTH ANDOVER IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 1600 OSGOOD STREET NORTH ANDOVER MA 01845 REPRESENTATIVES. ACORD 25 (2001108) 11 © ACORD CORPORATION 1988 Fc. > 7 Li (TI rn � AS . . . . . . . . . . m i - In ;t4 lCx m I rTi 0i 703 1 Fc. oviu;j 0 z L�fi -to CA w rn cn z 00 mo LLJ 7V ye rs > 7 Li rn � AS . . . . . . . . . . m r_J tb - In lCx m I rTi 703 1 oviu;j 0 z L�fi -to CA w rn cn z 00 mo LLJ 7V ye rs ---------- ml [Al N. 7 Li � AS . . . . . . . . . . m ---------- ml [Al N. 7 Li � AS m r_J tb lCx ---------- ml [Al N. --i < >x Z m 0 0 0 0 0 0 Ln -j fTt m C: > � m O V) rr, -u r Z D�r 03 0 2 cn , A - �!0> o ch 00 - ETT t 0 X:) D2 tA r7 p ro W ou o ;L) --o Ell tj r Ir "Z , 5 :T— 71 > Ml Mss L-4- VN -70 r Ir "Z :T— 71 Di L-4- -70 MINI-��1e-CDu PLY. Zqd#A.rpNALT 14 4' 6V" _ISS �ELi• �'�% SOprr1 /2#j 4 bX PLY. SHUTRIN'4 W o -r ; is BE- 1240 pSl , CONST. GRAb> NEMtoct� oR SARU c G , �EARrwG r'AR T 1 r10NS J -moi; I! .. �:•...:��r ���� H� AVY • 4-SIKIn✓ N0. 3CS3 yo at )o -{s-o rr2d`�- Y.J0-s-ro y Fc- n38 mrac.. W1TH V, $, r, sraFErRac�t 1 ; Frr.J , FL, /Z/ Ca k Ply. -SUB-F1 Z 1nrr.J, F11.1,FL, /Z ca x PLY, Su$ - �c "k-19 WSut_, 401 rrq V.,B • c, ALL RTr v,- Sdt.rb Sot_ 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 780 CMR FIGURE 5602.10.5 EXTERIOR CORNER FRAMING I6d NALL AT 24 IN. WALL BOARD INSTALLED IN VCE WITH CHAPTER p 11 'NAIL AT 6 IN O.C. bd NUL AT 12 IN. O.C. ON ALL WOOD STRUCTVRAL PANEL QLL PANEL mom NOTAT INSTALLED IN ACCORDANCE PANELooEt WITH TABLE 66M.3(1) (of OUT$IDE CORNER DETAIL GYPSUM WALL BOARD INSTALLED W ACOORQANCE WITH 014APTER ST (INTERIOR) WO006MOTURAL PANEL 1 W NAIL AT 24 IN O.O. INSTALLED IN ACCOiIDANC,E WITHUBLE b60"t) Sd NAIL AT 6 UL O.C. ON ALL rR UP4 ,. k"BERS AT PANEL EDGES AND 111N. O.C. ON ALL f RAW N0160DABOW NOT ` AT PANEL CODES (0) INSIDE CORNER DETAIL 5602.10A Length of Braced Panels. For 780 CMR 5602.10.3 Methods 2., 3., 4., 6., 7. and 8., each braced wall panel shall be at least 48 inches (1219 mm) in length, covering a minimum of three stud spaces where studs are spaced 16 inches (406 mm) on center and covering a minimum of two stud spaces-wbere studs are spaced 24 inches (610 nun) on center. For 780 CMR 5602.10.3 Mi±thod 5. each braced wall panel shall be at least 96 inches (2438 mm) in length where applied to one face of a braced wall panel and at least 48 inches (1219 mm) where applied to both faces. 5602.10.7 Panel Joints. All vertical joints of panel sheathing shall occur over studs. Horizontal joints in braced wall panels shall occur over. blocking of a minimum of llri inch (38 mm) thickness. 5602.10.9 Design ojSauctural Elements. Where a building, or portion thereof, does not comply with one or more of the bracing requirements in 780 CMR 5602, those portions shall be designed and constructed in accordance with accepted engineering practice. i -,d I � R IA ir Pi PIC Tj 60 z 7- I Ob MENAMEN LLA iii to H,"V6a)24 Oq ZA tP- A.61 L ter (A m m m ,X,w V, m m C=. y d C � d CA Cl) Z CO) CL o �, r � � o CL = y c v CD CD O CLQ d CD Er CD 0 CD ww C CD y. CL v y >. CO I S- CO) O C'OD Z O CD O CD C O O Z 0 CD O m O c a cc CD co 0 0 CL CA 9 N CD C?� O = N c Q of H =z � tz tTj ?1 0 w SCE C m n O Im O N O d C � m r b n :p w ' w =d.drmN ;z o a s T_ r C' cn ( cp m aim o tyre E� m y -40 m N ? m OCD O m = CA O ZL.0 R O N �o .m aN CL :\ m m N am CD x` \ \ N 01 N CLN Q CL �m m m N OIn CA ® o Vim: =m N o CD dd� a'a . _ CA c o .� o = LW M W cn 0 0 cn 0 C7] � tz tTj ?1 0 w �z 0 C� ,.� :n °'- "j.1 0 Cr1 r" n b 'rf 5 E 'DC7 0 r b n :p w n a' ;z o a s "p o � 0zr r C' cn ( cp 'rl 0 (L x o tyre E� 0 c