Loading...
HomeMy WebLinkAboutBuilding Permit #764-13 - 2110 TURNPIKE STREET 5/15/2013TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit N0:1 Date Received Date Issued: IMPORTANT: Annlicant must complete all items on this page LOCATION !-4 r t/ PROPERTY OWNEf 'Print 100 Year Old Structure yes MAP NO:/d 8C PARCELZONING DISTRICT:Fiistoric District yes Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE ' Residential Non- Residential Cv New Building One family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ S�optic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District Per/Sewer OWNER: Name: Address: CONTRACTOR Name: DESCRIPTION OF WORK TO BE PERFORMED: Identification f Type or Print Clearly) 0. 0 Phone: q % C J 0 01 / Address: 74 z-% le As'�clv"e 'i-- Supervisor's Construction License: CS G 5 -.*/g G Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER 111 <7 �, Phone: 6i6 y'bq Address:�C22 # /"G"''f" o'h,tZ 111 -elk /�5 / 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: $ ; 793 -/ 0 aU' FEE: $ � C% ©F D D Check No.: �'-/ 5"7 Receipt No.: '2 4-1 NOTE: Persons contracting with unregistered c n actors do not have access to the guaranty fund Signature of Agent/Owner Signature of contractor Pians Submitted ❑ Plansaived ❑ Certified Plot Plan ❑ Stamped Plans ❑ %5 - Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED CANNING & DEVELOPMENT ❑] / COMMENTS TCONSERVATION II 11 1 '1-1. COMMENTS. a -s HEALTH COMMENTS Reviewed on Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Si nature & Dates DPW 'Tow Engineer: Signature: FIRE DEPARTMENT - Temp Dulrnpster on site yes Located at'124 MainStreet Fire Departmertsignatureldate COMMENTS Located 384 Osgood Street no Dimension Number of Stories: Z Z4 Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: It y G 4 5 - 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 NOTES and DATA — (For department use El Notified for pickup - Date Doc.Building Permit Revised 2010 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 o 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 ❑ Building Permit Application ❑ Certified 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) ❑ 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 ❑ 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) E3 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 app..al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm;ated with the building application Doc: Doc.Bui?ding Permit Revised 2012 V/0 7��` Location / y l -Y T F , I ' No. 26 5� — /-3 Check 4 6i 26394 Date z TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $lt� av Other Permit Fee $ TOTAL $ O° Building Inspector Location 2—k\0 1 u f--O-N n No. `4 4,5 Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ ! C-0 — Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check #2S- 14 r � � ` Building Inspector CERTIFICATE OF USE & OCCUPANCY Building Permit Number 764-13 on 5/15/2013 Date: September 24, 2013 THIS CERTIFIES THAT THE BUILDING LOCATED ON 2110 Turnpike Street MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Stephen Smolak 762 Dale Street North Andover, MA 01845 Building Inspector Fee: $100.00 Receipt: IA0002-- Check : �A %' r� W \: O V1 p Z Z, w LL y _tet E v d r� W \: Quj? O wa t p Z Z, w LL A 'N 1� \ v� uVi Z v d v 2 H Q a0 Z / °1 \ ,���Q Z !A, N �LLI LU Q m S7 u A W a �{� LU W LL++6 cu Z 0 N O 0.'� 0 (ULL N�i.� %MJE-E w N LL to O �� LL cu 0 7 +, C GO N N y V E Q r� CO 2 Z O G co Z W w CL W H W a. Q a U) c� 0 J •�m co Q F- O I.L . Z 0 J W \: O o L O 0 yr v d ►� Z Q as C W �a V or y V E Q L N cc .4+ C G. CD C. C� t 0, `�Nt 4 tl CL U)i c 4) :1 v O V o cCL . f v t� N J i c In a E CL \\�aa> c �, p z CL O N 0cm > o CL 0oy 0 co o = 0 2 m : Q o N O y 2 m d LL .0R O O 0 C .��.2 O :E Z W v v O U as O 'a as = o = O F=— Z CL0U > CO 2 Z O G co Z W w CL W H W a. Q a U) c� 0 J •�m co Q F- O I.L . Z 0 J W O E L O v d ►� Z Q C W Q V cc O G. C. C� N O � tl CL U)i O 4) :1 v O V cCL c CL Z O m CD Z W w a W F— W CL O a z z .gym CO i Q 0 Z O U) J O QF 2 Q w = V 0 Q W 0 � -v4F a L O 0 Z LLI LYLU LL 14 � Z a Q O\;v C Z � A `� C7 Z U ht `' Z �•„ c� v LU 0! CG Y ? T a ui of z Y N O O0 a). 7 ra 7 t0 O O_ cc O i O N O d' In LL (^ t, O C( d' LL c Y N O O E co In (A U . (n LL �LL i a~s.+ Z O m CD Z W w a W F— W CL O a z z .gym CO i Q 0 Z O U) J U) W W W N O i Z CL O C of c.� Op a~s.+ .Q p 4� v O Q CL 0., O Z .v J r.L (nZ O G) O Q v V � O ca cv � N U) W W W N �0- APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION Ar fV T o4q�My♦ T ��SSACHUsBUILDING PERMIT # 4' Y-4.7 ADDRESS/LOCATION OF PROPERTY:_ ���� (/✓l�l�ii S' LO]' / Map Parcel Lot Number q SUBDIVISION: DATE REQUESTED FILEDIREADY FOR INSPECTION: CLOSING DATE ON PROPERTY: _FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Permit Issued to: Address: TOWN ENGINEER, CONSERVATION PLANNING APPLICANT SIGNATURE KV U1 JUN h SITE PLAN - DRIVE -WAY REVIEW DPW -WATER METER SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANS ECTION REQUEST DPW _ J SIGNATURE File: Application for OC form revised Jan 2007/2011 0t p APPLICATION FOR CERTIFICATE OF OCCUPANCYIINSPECTION -/� * K ey A�K. BUILDING PERMIT # y- 7 AAATED 9SSA[HUS�� ADDRESS/LOCATION OF PROPERTY: ���� U✓� L0� / Map.. alQ Parcel . Lot Number g SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE 5 DAYS NU'1'1C;� rtuvic i... t,yivNii.�.---t--- -- ALL WORK AND SIGN -OFFS MUST BE COMPLETED WILL IN CHARGEDITHIS TIME F THE STRUCTURE REINSPECTION FEE OF PL TWENTY DOLLARS ($20.00) ($20.00) DOES NOT MEET AL APPLICANT SIGNATURE Permit Issued to: Address: TOWN ENGINEER, CONSERVATION PLANNING ROUTING SITE PLAN — DRIVE -WAY REVIEW K.�� 4>.*01-5 \r v' tto DPW—WATER METER SEWER CONNECTION g �/o?Ll/3 1' ls/ DPW MUST INDICATE THAT THE WATER METER INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INS ECTION Q DPW �4g,P_ /3 File: Application for OC form revised Jan 2007/2011 SIGNATURE 20LED F6T� APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION / % GC yam/ BUILDING PERMIT # 7 A�RATEV ADDRESS/LOCATION OF PROPERTY: 760 ✓f Lot / Map Parcel . Lot Number g SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE 5 DAYS NOTIV IK r K I UA i v '�L.,u�l. ALL WORK AND SIGN -OFFS MUST BE COMPLETED WILL BE CTHIN HIS TIME HARGED IF THE STRUCTURE REINSPECTION FEE OF PL CAB DOLLARS ($20-00) DOES NOT MEET AL APPLICANT SIGNATURE Permit Issued to: Address: TOWN ENGINEER, CONSERVATION PLANNING ROUTING SITE PLAN — DRIVE -WAY REVIEW DPW -WATER METER SEWER CONNECTION el'n//5/- -- DPW MUST INDICATE THAT THE WATER METEBEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTIONREQUEST 7j - 1)11w File: Application for OC form revised Jan 2007/2011 SIGNATURE PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH, 03841 978-852-7207 Building Air -Tightness Test Form Customer Information: Name: / �j ei �//�'0144, Address: /�" S City: p ,26'eP-- State/Zip: 0/ Phone: `7 0 Email: Building & Test Conditions: Date: 5�/ aell V 13 Time: I Z: 3 0 F„ Billing Address:I l(if different from above) Street: l I 1 tt)� ?I � S Floor Area (ft2): City/State:. PvAt>\� c9�' N'.5-5 4e)I � Comments: MW " G� 7,-rP)'S I Test #1 Depress: -"-J Press: PrP -test RASPlinP PrassurP• ' OR (Pni Bldg Press. Flow Ring (Pa) Installed Fan Press (Pa) Flow (cfm) c- 12 Sc) 1190 Post-test Baseline Pressure: Fan Model/SN: Results: CFM50: ACH50: (Pa) Post-test Baselick Pressur - r (Pa) Fan Model/SN: C j Pa -6 Results: CFM50: ICID ACH50: I-> - Test #2 Depress: Press: Pre-test Baseline Pressure: Pa Bldg Press. Flow Ring Fan Press (Pa) Installed (Pa) Flow (cfm) Post-test Baseline Pressure: Fan Model/SN: Results: CFM50: ACH50: (Pa) PERFORMANCE AIR LEAK TESTING, LLC 100 MCINTOSH LANE HAMPSTEAD, NH, 03841 978-852-7207 Duct Leakage Test Form Client Information Name: dal Address: �j Q City/State/Zip: /V, pal o e--)� 74 �p Phone: Email: System #1 Location: Type of Test: Total / 0 to Outside Approx. Floor Area Served: CFM Leakage at 25pa: a Approx. Leakage for Single System': System #3 Location: Type of Test: 0 Total / 0 to Outside Approx. Floor Area Served: CFM Leakage at 25pa: Approx. Leakage for Single System*: 03 Building Information Address: l ��� i �, S City/State/Zip:/Y . F -,,N p p\ f -(2,b4fvPW Test Date: a,B 3 Test Time: Point of Construction: 0 Rough Final System #2 Location: Type of Test: 0 Total / 0 to Outside Approx. Floor Area Served: CFM Leakage at 25pa: Approx. Leakage for Single System": Combined Results Total Conditioned Floor Area: _sq. ft. Leakage Limit: 0 6% 08% \l� 12% Leakage Limit: cfm@25 Combined Leakage": cfm@25 2009 IECC Compliance: Pass 0 Fail " Approximations for single systems are for diagnostic use only. "` Total combined duct leakage is required for 2009 IECC Compliance. that this test was�eformed in compliance with applicable Signature m N C� 00 W O N r p Z LLJ co 3: } 1 u to Z Ir a U V 00 U O � W U) r, Z N j a Q Q v Z N L mLv O z a ~ O J O V = 2 Z Q 0= J 1 0 Q IW -- V7 V 0 Q W � W � a Z LLJ F- �jZF- Y o� ^� z rn Q oW Q O a z tL z C.1 Q Q Q v1 c� � z N � •r OZ� 4! y OW J> O p M O t7 ZOm FNC90' Z O N II WZ> Wp00 O ODQ 0= 17 Q: Y O it cr Q . Eti a N U Q } } �WWQ �i A of 0<0 J MZ - O F- )Q Z LLJa Oa F- F- QOWOf ��OZ } Q _'� �- in� � � (n W it Y li. O Q J Z = �OQO 0 N C) k U- W Z 0 z O Q 0 OZ N Z g o V0� —0 V) p N C� 00 W O N r p Z LLJ co 3: } 1 u to Z Ir a U V 00 U O � W U) r, Z N j a Q Q v Z N L mLv O z a ~ O J O V = 2 Z Q 0= J 1 0 Q IW -- V7 V 0 Q W � W � a Y o� ^� z rn Q oW CO a z tL z C.1 z c� � z N � •r I 4! W � � h � N5 O . z e ' W a N � � Q m N 0 N k 0 z 0 z Z W O W o N C� 00 W O N r p Z LLJ co 3: } 1 u to Z Ir a U V 00 U O � W U) r, Z N j a Q Q v Z N L mLv O z a ~ O J O V = 2 Z Q 0= J 1 0 Q IW -- V7 V 0 Q W � W � a 0 CO h N � O . N � Q Z C,D 0 N k Z W O W • �.1 ko Lid N o t z caz ® Z--. U) EO Fz- �' C3 z � 0 z 0 Enter construction cost for fee cal - North Andover Fee Ca/culAtion Construction Cost $ 234,000.00 m $ - $ 2,808.00 Plumbing Fee $ 351.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 351.00 Total fees collected $ 3,610.00 2110 Turnpike Street 764-13 on 5/15/2013 New Single Family Home 0 H OC a m r u \ O O LL r E u A Ln Uc O_ G) (n N Z o m c O 3 O LL t =) O cr w C t U N C LL cr O H uj Z Z m CL t 3 O C ll 0 Z a V W t 7 O. w U 0) N M C LL 0 0. Z y a c� t � O or @ C LL Z W OC a W D W LL y i 3 m 0) N �, (/) - a) p cu Y O E N 2 H 5O G z WN w CL W N W m O LU Z Z 0 m Cl) Q I-- z O cn c. J z M O O Cc i R O •C '14 V; cc s Q o LLL\\,,,... E � L N 5 c ba 00 o ,l: C 3 °' CL J N , co > �C om _ •a O z N j:co� CL a) m Q L N = a L cc ~ Qi y C. ••.� cc W 'a— O O LLa I-- H -;g N C .Q = O •EV a :E �+ ui U Q O C i O N (1)%b- N o = ccc v o L a a. O U 2 H 5O G z WN w CL W N W m O LU Z Z 0 m Cl) Q I-- z O cn c. J z M w Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 2110 Turnpike Street North Andover, MA REScheck Software Version 4.4.3 Compliance Certificate 2009 IECC North Andover, Massachusetts Single Family 19% 6322 5 Owner/Agent: Compliance: 8.2% Better Than Code Maximum UA: 293 Your UA: 269 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Designer/Contractor: Ceiling 1: Flat Ceiling or Scissor Truss 936 38.0 0.0 28 Wall 1: Wood Frame, 16" D.C. 1984 21.0 0.0 90 Window 1: Vinyl Frame:Double Pane with Low -E 315 0.300 95 Door 1: Solid 38 0.190 7 Door 2: Glass 60 0.300 18 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 936 30.0 0.0 31 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 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspe ' Checklist. Name - Title Signature Dat Project Title: Report date: 05/03/13 Data filename: C:\Users\Martha\Desktop\2011\smolak - 2636 2013.rck Page 1 of 4 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2009 IECC Location: North Andover, Massachusetts Construction Type: Single Family Glazing Area Percentage: 19% Heating Degree Days: 6322 Climate Zone: 5 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U -factor: 0.300 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U -factor: 0.190 Comments: ❑ Door 2: Glass, U -factor: 0.300 ! Comments: Floors: ❑ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 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/door jambs 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 ibaffle or retainer is installed to maintain insulation application. ❑ Wood -burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. 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 50 pascals 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. Project Title: Report date: 05/03/13 Data filename: C:\Users\Martha\Desktop\2011\smolak - 2636 2013.rck Page 2 of 4 (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are seated. (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. (0 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: F-1 Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U -factor of 0.50 and the maximum skylight U -factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. 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. ❑ Insulation R -values and glazing U -factors are clearly marked on the building plans or specifications. Duct Insulation: Lj 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. 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 181 A 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). Lj 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 149.8 cfm (8 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 224.6 cfm (12 cfm per 100 ft2 of conditioned floor area). (3) Rough -in total leakage test with air handler installed: Less than or equal to 112.3 cfm (6 cfm per 100 ft2 of conditioned floor area). (4) Rough -in total leakage test without air handler installed: Less than or equal to 74.9 cfm (4 cfm per 100 f:2 of conditioned floor area). Temperature Controls: Ej Where the primary heating system is a forced air-fumace, at least one programmable thermostat is installed to control the primary heating system and has set -points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric -resistance heat have controls that prevent supplemental heat o Lj Heat when the compressor can meet the heating load. 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: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: Report date: 05/03/13 Data filename: C:\Users\Martha\Desktop\2011\smolak - 2636 2013.rck Page 3 of 4 F1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: n Heated swimming pools have an on/off heater switch. L1 Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj 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. 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 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: F-1 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: ri 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's'). Certificate: F-1 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: Report date: 05/03/13 Data filename: C:\Users\Martha\Desktop\2011\smolak - 2636 2013.rck Page 4 of 4 A. 2009 IECC Energy Efficiency Certificate Insulation Rating R -Value Ceiling I Roof 38.00 Wall 21.00 Floor I Foundation 30.00 Ductwork (unconditioned spaces): Glass & D.. Window 0.30 0.70 Door 0.30 0.70 Heating Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: ! _% ®Boise Cascade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 3100 SP DesignslAE Dry 13 spans I No cantilevers 10/12 slope Monday, April 15, 2 BC CALC® Design Report - US 16-00-00 OCS Build 2258 File Name: re 13046.bcc Job Name: Steve Smolak Description: Designs\AB-1 Address: Turnpike St. Specifier. City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas M.S., PE, SECB Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR -1040 Misc: Ref. Start End 100% 90% 115% 160% 125% 13-03-00 P 09-06-00 I) 13-03-00 B1 B2 Total Horizontal Product Length = 36-00-00 Reaction Summary (Down / Uplift) ( lbs ) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 2,862/145 983/0 B1, 3-1/2" 6,807/0 2,143/0 B2, 3-1/2" 6,807/0 2,143/0 B3, 3-1/2" 2,862/145 983/0 Design meets Code minimum (0240) Total load deflection criteria. Design meets Code minimum (0360) Live load deflection criteria. 4AL Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Design based on Dry Service Condition. Job 13044 Apr I5, 2013 Pana 1 of Live Dead ;Snow Wind Roof Live t Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft"2) L 00-00-00 36-00-00 30 10 16-0( Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 10,445 ft -lbs 52.5% 100% 2 05-10-07 Completeness and accuracy of input m Neg. Moment -10,481 ft -lbs 52.7% 100% 5 22-09-00 be verified by anyone who would rely o End Shear 3,151 lbs 34.1% 100% 2 01-00-12 output as evidence of suitability for Cont. Shear 4,461 lbs 48.4% 100% 4 12-04-00 particular application. Output here base on building code -accepted design Total Load Defl. L/373 (0.419") 64.4% n/a 2 06-04-03 'properties and analysis methods. Live Load Defl. U487 (0.321 ") 74% n/a 7 06-04-11 'Installation of BOISE engineered wood Total Neg. Defl. U-715 (4159") 33.6% n/a 2 18-00-00 Products must be in accordance with Max Defl. 0.419" 41.9% n/a 2 06-04-03 cent Installation Guide and applicabl building codes. To obtain Installation G Span / Depth 16.9 n/a n/a 0 00-00-00 or ask questions, please call (800)232-0788 before installation. Bearing Supports Dim. (L x W) % Allow % Allow Value Support Member Material BC CALC®, BC FRAMER®, AJS- BO Post 3-1/2" x 3-1/2" ° 3,845 lbs n/a 41.9/o Unspecified ns Uecified p ALLJOISTO, BC RIM BOARD- BC BOISE GLULAM SIMPLE FRAMING B1 Post 3-1/2" x 3-1/2" 8,951 lbs n/a 97.4% Unspecified SYSTEM®, VERSA -LAM®, VERSA -R B2 Post 3-1/2" x 3-1/2" 8,951 lbs n/a 97.4% Unspecified PLUS®, VERSA -RIM®, B3 Post 3-1/2" x 3-1/2" 3,845 lbs n/a 41.9% Unspecified. a ' VERSA- T of Cascade i•- t . Boise Wood Cautions ...%i'ctsL.L.C. Member is not fully supported at post B0. A connector is required at this bearing. _74' '. Member is not fully supported at post B1. A connector is required at this bearing. ,r Member is not fully supported at post B2. A connector is required at this bearing. _- Member is not fully supported at post B3. A connector is required at this bearingAL . NotesAte_ , _kn . Design meets Code minimum (0240) Total load deflection criteria. Design meets Code minimum (0360) Live load deflection criteria. 4AL Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Design based on Dry Service Condition. Job 13044 Apr I5, 2013 Pana 1 of w ®Boise Cascade Triple 1-3/4" x 9-1/4" VERSA-LAMO 2.0 3100 SP DesignslAE Dry 13 spans I No cantilevers 10/12 slope Monday, April 15, 2 BC CALC® Design Report - US 16-00-00 OCS Build 2258 File Name: re 13046.bcc Job Name: Steve Smolak Description: Designs\AB-1 Address: Turnpike St. Specifier: City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas M.S., PE, SECB Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR -1040 Misc: Connection Diagram 'Disclosure b d Completeness and accuracy of input m be verified by anyone who would rely o a • • 0 0 output as evidence of suitability for application. Output here base c !particular on building code -accepted design properties and analysis methods. • • installation of BOISE engineered wood e 0 0 0 products must be in accordance with current Installation Guide and applicabl building codes. To obtain Installation G a minimum = 2" c = 4-1/4" ,or ask questions, please call (800)232-0788 before installation. b minimum = 3" d = 12" e minimum = 3" Calculated Side Load = 320.0 Ib/ft Nailing schedule applies to both sides of the member. Connectors are: 16d Sinker Nails Pnnc 7 ^f') ,BC CALC®, BC FRAMER®, AJS111, ALLJOISTO , BC RIM BOARD-, BCIC9 BOISE GLULAM-, SIMPLE FRAMINC SYSTEM®, VERSA -LAM®, VERSA -R PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUDS ai 'trademarks of Boise Cascade Wood Products L.L.C. i ®Boise Cascade Quadruple 2 x 12 SP #2 DesignslFB-1 Dry 16 spans I No cantilevers 10/12 slope Monday, April 15, 2013 BC CALC® Design Report - US 13-00-00 OCS Build 2258 File Name: re 13046.bcc Job Name: Steve Smolak Description: Designs\FB-1 Address: Turnpike St. Specifier: City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas M.S., PE, SECB Customer: Company: Gelinas Structural Engineering LLC Code reports: SPIB Misc: BO 06-06-00 B1 06-10-00 B2 03-0s-00 B3 05-10-00 B4 Total Horizontal Product Length = 36-00-00 06-08-00 06-08-00 B6 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 1,550/193 380/0 B1, 3-1/2" 4,048/0 1,110/0 B2, 3-1/2" 3,609/11 741/0 B3, 3-1/2" 3,406/306 595/0 B4, 3-1/2" 4,298/0 964/0 B5, 5-1/2" 7,673/0 1,982/0 B6, 3-1/2" 3,178/286 765/0 Job 13046 Page of Apr 15, 2013 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 36-00-00 40 10 13-00-00 2 Unf. Area (lb/ft^2) L 26-00-00 36-00-00 40 10 13-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 5,040 ft -lbs 52.2% 100% 3 33-00-01 Completeness and accuracy of input must Neg. Moment -5,888 ft -lbs 61% 100% 8 29-04-00 be verified by anyone who would rely on End Shear 2,324 lbs 29.5% 100% 3 30-06-00 output as evidence of suitability for Cont. Shear 3,619 lbs 46% 100% 8 30-06-00 particular application. Output here based on building code -accepted design Total Load Defl. U2,268 (0.034") 10.6% n/a 3 32-08-15 properties and analysis methods. Live Load Defl. U2,698 (0.029') 13.3% n/a 11 32-08-09 Installation of BOISE engineered wood Total Neg. Defl. U-6,492 (-0.012") 3.7% n/a 3 26-08-00 products must be in accordance with Max Defl. 0.034" 3.4% n/a 3 32-08-15 current Installation Guide and applicable building codes. To obtain Installation Guide Span / Depth 7.3 n/a n/a 0 00-00-00 or ask questions, please call (800)232-0788 before installation. % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BC CALC®, BC FRAMER®, AJS- BO Post 3-1/2" x 6" 1,930 lbs n/a ° 16.3% Unspecified U ALLJOISTO , BC RIM BOARD- BCI® , B1 Post 3-1/2" x 6" 5,158 lbs n/a 43.5% Unspecified BOISE,GLULAMTm, SIMPLE FRAMING B2 Post 3-1/2"x6" 4,351 lbs n/a 36.7% UnspecifE-I.-�,� B3 Post 3-1/2" x 6" 4,001 lbs n/a 33.7% Unspea� e'wERSA`STnAN. �_ VERSA -STUD® are B4 Post 3-1 /2" x 6" 5,262 lbs n/a 44.3% Unsper : Je_d ` r1ad uct LLC �s a, Cascade Wood B5 Post 5-1/2" x 6" 9,655 lbs n/a 51.8% Unspe :i'`2 B6 Post 3-1/2" x 6" 3,943 lbs n/a 33.2% Unsp§..:E'd STn,I� w'�a: " f Job 13046 Page of Apr 15, 2013 ® Bolse Cascade BC CALC® Design Report - US Build 2258 Job Name: Steve Smolak Address: Turnpike St. City, State, Zip: N.Andover, MA 01845 Customer: Code reports: SPIB Quadruple 2 x 12 SP #2 Dry 16 spans I No cantilevers 10/12 slope 13-00-00 OCS DesignslFBA Monday, April 15, 2013 File Name: re 13046.bcc Description: Designs\FB-1 Specifier: Designer: Dan L. Gelinas M.S., PE, SECB Company: Gelinas Structural Engineering LLC Misc: Notes Design meets Code minimum (0240) Total load deflection criteria. Design meets Code minimum (0360) Live load deflection criteria. Design meets arbitrary (1') Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Page 2 of 2 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARDTm, BCI®, BOISE GLULAMTm, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. Boise Cascade Cascade Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 3100 SP DesignslF13-2 Dry 1 1 span 1 No cantilevers 10/12 slope Monday, April 15, 2013 BC CALCO Design Report - US 01-04-00 OCS Build 2258 File Name: re 13046.bcc Job Name: Steve Smolak Description: Designs\FB-2 Address: Turnpike St. Specifier: City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas M.S., PE, SECB Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR -1040 Misc: 09-06-00 BO Total Horizontal Product Length = 09-06-00 Reaction Summary (Down / Uplift) ( Ibs ) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 253/0 1,477/0 B1, 3-1/2" 253/0 1,477/0 Notes Pror'u3ts L.L.C. Design meets Code minimum (U240) Total load deflection criteria. ��, :`;{ r., t. , Design meets Code minimum (U360) Live load deflection criteria. r, a ; ` �,c , „y' Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Lr+�. `. .-s's Design based on Dry Service Condition. U 5TR JL ; iRAL in User Notes Garage Portal Shear Wall Page 1 of 2 Job 13046 Apr 15, 2013 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 09-06-00 40 10 01-04-00 2 Unf. Lin. (Ib/ft) L 00-00-00 09-06-00 0 280 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 3,722 ft -lbs 11.7% 100% 1 04-09-00 Completeness and accuracy of input must End Shear 1,263 lbs 10.7% 100% 1 01-03-06 be verified by anyone who would rely on Total Load Defl. U2,903 (0.037') 8.3% n/a 1 04-09-00 output as evidence of suitability for Live Load Defl. U19,823 (0.005') 1.8% n/a 2 04-09-00 Particular application. Output here based on building code -accepted design Max Defl. 0.037" 3.7% n/a 1 04-09-00 properties and analysis methods. Span / Depth 9.1 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with % Allow % Allow current Installation Guide and applicable Bearing Supports Dim. (L x W) Value Support Member Material building codes. To obtain Installation Guide or ask questions, please call BO Post 3-1/2" x 3-1/2" 1,730 lbs n/a 18.8% Unspecified (800)232-0788 before installation. B1 Post 3-1/2" x 3-1/2" 1,730 lbs n/a 18.8% Unspecified BC CALC®, BC FRAMER®, AJSTM, Cautions ALLJOISTO , BC RIM BOARDTM BCI® , BOISE GLULAMTM SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®, VERSA -LAW, VERSA -RIM Member is not fully supported at post B1. A connector is required at this bearing. PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Notes Pror'u3ts L.L.C. Design meets Code minimum (U240) Total load deflection criteria. ��, :`;{ r., t. , Design meets Code minimum (U360) Live load deflection criteria. r, a ; ` �,c , „y' Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Lr+�. `. .-s's Design based on Dry Service Condition. U 5TR JL ; iRAL in User Notes Garage Portal Shear Wall Page 1 of 2 Job 13046 Apr 15, 2013 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 3100 SP DesignslFB-2 Dry 11 span I No cantilevers 10/12 slope Monday, April 15, 2013 BC CALC® Design Report - US 01-04-00 OCS Build 2258 File Name: re 13046.bcc Job Name: Steve Smolak Description: Designs\FB-2 Address: Turnpike St. Specifier: City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas M.S., PE, SECB Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR -1040 Misc: Connection Diagram Disclosure �►I b r—d Completeness and accuracy of input must L be verified by anyone who would rely on a _ o o output as evidence of suitability for particular application. Output here based c / on building code -accepted design properties and analysis methods. • • Installation of BOISE engineered wood e o 0 o products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call a minimum = 2" c = 6-7/8" (800)232-0788 before installation. b minimum = 3" d = 24" e minimum = 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 2 of 2 BC CALC®, BC FRAMER®, AJSTm, ALLJOISTO , BC RIM BOARDTm, BCI®, BOISE GLULAMTm, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUSO , VERSA -RIM®, VERSA -STRANDS, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 3100 SP DesignslRB-1 Dry 11 span I No cantilevers 10/12 slope Monday, April 15, 2013 BC CALC® Design Report - US 13-00-00 OCS Build 2258 File Name: re 13046.bcc Job Name: Steve Smolak Description: Designs\RB-1 Address: Turnpike St. Specifier: City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas M.S., PE, SECB Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR -1040 Misc: 10-00-00 B1 Total Horizontal Product Length = 10-00-00 Reaction Summary (Down / Uplift) (Ibs ) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,393/0 4,300/0 B1, 3-1/2" 1,393/0 4,300/0 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 10-00-00 15 50 13-00-00 2 Unf. Area (Ib/ft^2) L 00-00-00 10-00-00 10 30 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,959 ft -lbs 56.6% 115% 4 05-00-00 End Shear 4,484 lbs 42.3% 115% 4 01-00-12 Total Load Defl. U373 (0.307') 48.2% n/a 4 05-00-00 Live Load Defl. 0494 (0.232') 48.5% n/a 5 05-00-00 Max Defl. 0.307" 30.7% n/a 4 05-00-00 Span / Depth 12.4 n/a n/a 0 00-00-00 % Allow %, Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 5-1/4" 5,694 lbs n/a 41.3% Unspecified B1 Post 3-1/2" x 5-1/4" 5,694 lbs n/a 41.3% Unspecified BC CALC®, BC FRAMER®, AJS-, ALLJOISTO , BC RIM BOARD"", BCI®, BOISE GLULAMTM', SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are rinse Cascade Wood 4v L � -;0 STR,oL- jthAL Cautions Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask,questions, please call (800)232-0788 before installation. For roof members with slope (114)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Notes Design meets Code minimum (L/1 80) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1') Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Design based on Dry Service Condition. Job 13044 Page 1 of 2 Apr 15, 2013 ®Boise Cascade Triple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 3100 SP DesignslRBA Dry 11 span I No cantilevers 10/12 slope Monday, April 15, 2013 BC CALC® Design Report - US 13-00-00 OCS Build 2258 File Name: re 13046.bcc Job Name: Steve Smolak Description: Designs\RB-1 Address: Turnpike St. Specifier: City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas M.S., PE, SECB Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR -1040 Misc: Connection Diagram Disclosure �►{ b d Completeness and accuracy of input must be verified by anyone who would rely on a i _ • • • o o outp"as evidence of suitability for particular application. Output here based c on building code -accepted design properties and analysis methods. • • Installation of BOISE engineered wood e o 0 o products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 2" c = 4-1/4" or ask questions, please call (800)232-0788 before installation. b minimum = 3" d = 12" e minimum = 3" Calculated Side Load = 422.5 Ib/ft Nailing schedule applies to both sides of the member. Connectors are: 16d Common Nails Page 2 of 2 BC CALC®, BC FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARDTM, BCI®, BOISE GLULAMTTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS@ , VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. 5 r' ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA -LAM® 2.0 3100 SP DesignslSBA Dry 12 spans I No cantilevers 10/12 slope Monday, April 15, 2013 BC CALC® Design Report - US 16-00-00 OCS Build 2258 File Name: re 13046.bcc Job Name: Steve Smolak Description: Designs\SB-1 Address: Turnpike St. Specifier: City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas M.S., PE, SECB Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR -1040 Misc: 13-03-00 :'v-I—:���C';:;_; �D',:: 09-0 B2 Cautions Uplift of -255 lbs found at span 2 - Right. Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Design based on Dry Service Condition. Page 1 of 2 BC CALC®, BC FRAMER®, AJSTm, ALLJOISTO , BC RIM BOARDTM', BCI®, BOISE GLULAM-, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA ST', ` ::,=_ F PSA -STUD® are tradem Rs. of 1r. Wood Prod, U ST -JL. _HA.' tto i , 34 -. Job 13044 Apr 15, 2013 Total Horizontal Product Length = 23-00-00 Reaction Summary (Down / Uplift) (lbs). % Allow Bearing Supports Dim. (L x W) Bearing Live Dead Snow BO Wind R6, BO, 3-1/2" 3,712/235 964/0 Unspecified B1 Post 5-1/2"x5-1/4" B1, 5-1/2" 9,195/0 2,551/0 Unspecified B2 Post 3-1/2" x 3-1/2" B2, 3-1/2" 2,872/823 568/0 Unspecified Job 13046 Live Dead Snow ApftdlStpp3Qi3 OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 23-00-00 40 10 16-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 12,323 ft -lbs 38.6% 100% 2 05-08-11 Completeness and accuracy of input must Neg. Moment -13,921 ft -lbs 43.6% 100% 1 13-03-00 be verified by anyone who would rely on End Shear 3,629 lbs 30.6% 100% 2 01-03-06 output as evidence of suitability for Cont. Shear 5,395 lbs 45.5% 100% 1 12-00-06 particular application. Output here based on building code -accepted design Uplift -255 lbs n/a 0% 2 23-00-00 properties and analysis methods. Total Load Defl. U689 (0.227") 34.8% n/a 2 06-02-15 installation of BOISE engineered wood Live Load Defl. U841 (0.186') 42.8% n/a 5 06-03-09 products must be in accordance with Total Neg. Defl. U-2,156 (-0.053') 11.1% n/a 2 16-11-05 current Installation Guide and applicable building codes. To obtain Installation Guide Max Defl. 0.227" 22.7% n/a 2 06-02-15 or ask questions, please call Span / Depth 13.2 n/a n/a 0 00-00-00 (800)232-0788 before installation. Cautions Uplift of -255 lbs found at span 2 - Right. Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Design based on Dry Service Condition. Page 1 of 2 BC CALC®, BC FRAMER®, AJSTm, ALLJOISTO , BC RIM BOARDTM', BCI®, BOISE GLULAM-, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA ST', ` ::,=_ F PSA -STUD® are tradem Rs. of 1r. Wood Prod, U ST -JL. _HA.' tto i , 34 -. Job 13044 Apr 15, 2013 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 4,676 lbs n/a 50.9% Unspecified B1 Post 5-1/2"x5-1/4" 11,746 lbs n/a 54.2% Unspecified B2 Post 3-1/2" x 3-1/2" 3,440 lbs n/a 37.4% Unspecified Cautions Uplift of -255 lbs found at span 2 - Right. Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Design based on Dry Service Condition. Page 1 of 2 BC CALC®, BC FRAMER®, AJSTm, ALLJOISTO , BC RIM BOARDTM', BCI®, BOISE GLULAM-, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA ST', ` ::,=_ F PSA -STUD® are tradem Rs. of 1r. Wood Prod, U ST -JL. _HA.' tto i , 34 -. Job 13044 Apr 15, 2013 � r M ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM(E) 2.0 3100 SP DesignslSBA Dry 12 spans I No cantilevers 10/12 slope Monday, April 15, 2013 BC CALC® Design Report - US 16-00-00 OCS Build 2258 File Name: re 13046.bcc Job Name: Steve Smolak Description: Designs\SB-1 Address: Turnpike St. Specifier: City, State, Zip: N.Andover, MA 01845 Designer: Dan L. Gelinas M.S., PE, SECB Customer: Company: Gelinas Structural Engineering LLC Code reports: ESR -1040 Misc: Connection Diagram Disclosure b L— d Completeness and accuracy of input must a be verified by anyone who would rely on o o output,as evidence of suitability for particular application. Output here based c V on building code -accepted design �— properties and analysis methods. • Installation of BOISE engineered wood e o 0 o products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 2" c = 6-7/8" or ask questions, please call (800)232-0788 before installation. b minimum = 3" d = 12" e minimum = 3" BC CALC®, BC FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAMTm SIMPLE FRAMING Calculated Side Load = 400.0 Ib/ft SYSTEM®, VERSA -LAM®, VERSA -RIM Nailing schedule applies to both sides of the member. PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are Connectors are: 16d Common Nails trademarks of Boise Cascade wood Products L.L.C. Page 2 of 2 GIL 91741E(94ro) GEBIO 'VW '(3NO=IQV NG 'AAV 1NAIDAN 8�i GINNI3'VW VHlN'VW 0 ,-1,G NMV24(3 f �I CV "VW 'NaAO(3NV HINON NOuonNi,alloo MAN (2aGOc4OZI� ---+------------rt----r-----------{--+--- i r--------� -- I i Fo IN I LL z z w I �_ I I N 9 LL z�� I -j �z I i d �� i I I +- 1_l.l a�: 8 IZ >Y�Wo I �gB m w�ozz 0 Y 'D Z108Q L------------ -------- -----� 0 CV N cf� cNv i f �I CV "VW 'NaAO(3NV HINON NOuonNi,alloo MAN (2aGOc4OZI� ---+------------rt----r-----------{--+--- i r--------� -- I i Fo IN I LL z z w I �_ I I N 9 LL z�� I -j �z I i d �� i I I +- 1_l.l a�: 8 IZ >Y�Wo I �gB m w�ozz 0 Y 'D Z108Q L------------ -------- -----� 0 CV N 1m 61L817L£C846) 46810 'VW '4NO=I(3VJ9 "3AG` 1N3i73N 85 SINNI--)VW 'v'N1NG'W ry ., G NMW4C D w N 'VW 'zGllOCINb` H1z40N 1MN1S 3>fldNzll'll OIIZ Nouonau.sHoo MAN a3sodosld r X x x D �II II Z�fLIUII / l II II � N II I� I( II ® it u JL OOt7 1410 i CV C�1 0 / l II II � N II I� I( II ® it u JL OOt7 1410 i CV C�1 0 u JL OOt7 1410 i CV C�1 0 roJ49-17L£(S46) VW 'NaAOCINV HINON �^ im va a>wNNni oLlZ 'AAV IN39aN 9G No aonNigNoo MaN (3aGOcIONc4 SINNIOlVW 1VH.lNVW Q -- m Lu N (V cel 0 0 LU 1� 1� i m 0 � O 0 i l O S�9 CV 89 VIF zCN o � a 9 I I � II oNII I I � mll 0 II II II CN — — ' I In II LU 600 II 0 m r O � x X x x z z � iT1U U 61L8-j7kE(94ro) ,AAV 1Na9AN !RGGINk*W"fF lVW If 'VW 'NaAOCiNV HINON laaN G a>1c4NNnl OIIZ No uonz4igNoo MAN CCaGOc4ONc4 o0 IN N= MIN I MEME MEME a Ri z 0 LU -1LU z 0 �C 6149-174£(946) 'VW 'z13A4CINb' H-R40N � GEeio bw 'allo�� av�e lzllS 3>IIdNZICII OIIZ m "3A7 1N393z1 85 Nouon4iGN0O MAN Cgr-vOc4ONc4 SIN 'A9 Nf11V`c�lQ z 0AF } LU wLUQ Q� z t� 618-i���C8�6) gORIO 'VW 'QzlO�Clb2l� 'EJAV 1NA9aN 8q c3IN4§` i#Tq4VW -, G NMVQ 4(3 ,vW 'Z4GAOCNV HIz40N iAaz4iG a>1c4Nw-L of iZ No uonz�4-.gNoo MaN CGGOc40Z�Ic4 0 r 61L8-j74E:(&6) VW 'NaAOCIN'V HINON R G�Eglo "b`W 'aslo:jcrv�G laaNIG a>IcINNn.L ou A'V 1N z! gl� SINNiO'v`W 'VHlzlVW No uonNIGNOO MAN ClagOc4OZ�c � z _ } i--z z } _ LlLUU z w = z0 � z 0 (LD - i o c� U U z z fl z� IL }� Q z z = }- o U fA X CS)0 0� z N - LU U U m CS)} cXv DL N 0 z � � 0 OL CN z < N Q } < W LU N W JU Z Q} = LuCO N NII m w� N W < ) cn N LU�L 0 Z QL ISL m cv Q �t m �r m < L u a� m UL 6«9-tPE(e ro) VW "Z 4GAOC4NV HIZ. 4ON Ge810 "VW '(3No:KrvNG -GaN .G a41c4NNrU 011ZNouom!ugNoo MaN GaGOc4ONc4 � SINNIOVW 'VH-LNVW -,kG NMV Na W 0- QLL zd zQUl LL z LL0 p N 0 N o N z------------ 0 l� N LL LL - I Q D L LL41N I I LL x f,- 0- X .� NC N mm O Adm U Pr (n Q V / N � ... 0- v tO m m< �g �m pz�U Q " I��LQQ JC U5Z z 0 N @ 9 Q � N �� �Llf ��LL N��Z N (LLL N4j4L1 n n N J d�U � �WU LU QLL 2 z L N LL 1L c+1 Z q Ri kn U CN 0 Z 0 � N n1 v � o 9 Q LL 0 _I 11 0 W� 0 LL �o� CV Cj Il��ll�l��ii �1 • �I ; _III -'L 614g-f4'E(gt6) 'VW 'NAAOCINV HINON �^ G�:glo vw (3NO:JaVNG LqaNig a>ic4Nz!4nj- ou 'SAV 1N-19azl gl�i NoiionaLgNoo MaN C GOc4OZSc SINNI�-.YVW VH LNVW �,1� N(11�21CI zzq f I— 1HJD13H N007-4 N 0 HSINI� CNV 51N3W3zNlnoa N cq IDNIN3d0 Hz7no N ZNOOQ 3q'd g HJ.IM 1HIDI3H 317NIGNOOO !Y �rdZZ � �g<� j LL L� LU ____ z LL 0 0_ ° � 't LU �U z- 0 zqz z�z +-0 (Y pp N -Q q z Q O IL IQ�- ON {=off OZ LLIo� Imo- 8 Nu���m LU 0 `�Ou1 � lY zw w NZ Z 0 V Z ca _pp Uv Z�(� U��25 >U U� Z�� fY lYLU z-(14 1 , ZY_= Q�z zz �Nr —mm1 �- z+ - q s_ -0�X D l 83Z fa 8o N CD N N �4. aacrv3H =10 C401 01 ^, NOuvQNnO:i :iO d01 O -,OI xvw N 61L817LE(846) GE910 ''i7 4 "(3N0:1 VNG "AAV 1N39AN 8G GINNl3VW 'Vtjl VW "VW 'Z�AOCINV HINON iaaz!uq a>c4Nz�ni o i 16 No uonNIGNOO MaN aasoc4ONc4 -.l..11 -----------------•1 _______--____--------�• ...----------------Trr--------------------1. I.LI i. III I ...---------------- ILL -------------------- J. ------------------------------------.---�. w� W� ---------------- III I . i•I•I I• ------------------- -a. N l�ti QN -�zd U ' z �UYz � zz N z z�� Z z a � LU d) N roo zJ� vU� UN�U 0 z=8 Mr= m 83cn U�� R O--------------==-------------------=�' m-- -------------ter --------------------- Li I I. III 1 • rl I I• ---------------- ILL ---------------- ----J. U �0 pm !Y � (o-1P8-fLiC8L6) VW 'Z�aAOCNV H-LWN � N qlEglo "17W 'clslo:icl lG laaZ�U5 a>IcINNrU OIIZ 1N��7 z1 g� .— No aonNigNoo MaN (laGOc4OZ!4cI SINNIOVW VHINVW -,1G N(1 UNCI U mX ttt---••• 8 - - X \ N U z 0 (V O Q i— CIA IL8x m o o °zzr z �QQ�v IY n�z m @ IL � Hz ZQN z z fd)Ifg d)z (1)z 8� N N 3xlu � QQO =n iu"� o I �xx_W oQNIQ� �Qg o k d LLWIL LL J Q LL LL zN S {� ,� z 0 LL Q u LL 4 o z z IL ILrL Q a Q 2N l z • �I Q �� 4 Z Q ii 4ULL wio ° lu WLLz U U N U�N b t— v a Dl � Q � IL LL LL }LL F •• N Q N iJLU� a Q0— Q A z utY� U zz QOzz 0� 00 Rl N z4aUQ • 4a U N �9 Zv LL • 61L8-fi4'E(846) "VW 'NaAO(IN'V f- IKON m a:S10 "vw "CIc,�OiCI"G .� c .�G iilc �lc�%nU OIIZ ���� .�N3��zl g� �to��.onN.�gNoo rnaN aaso�oN� �1NNI�b`l^l �`H1.sl�`W � ,1 NM VNCI Z z z p z 8ff z v z0 u Z uo 82 Z o z �_ w p N O w UO WNL U wnom v Uu �� !YQ�� z lu1 LL � ON w 0 2 zlu0� 1V OcNcb� z � 0 z DUz �d� uz ugz � Nz o�Q ON z0� o LL Qz 0 U z lu 0� O d ON z � oo�z 8fl zm�4 d `� z z � o 8 C) 0 UO �U )z' Lu o w N Zz z Topp v 2 (y 0 0 ����i -N�w !Y LU iY to p �g Z of �� 0 LU V tu o � p za ANpO QRZ�LZp� �U� cn�U Y 6ll,917PEN8 ro) %910 "VW '(3NOA(3vNG 'EIA` 1NE119a1 8�i SINNl3VW b'H1NVW O� Q � 8z ah Q L: VW Janopud gjjou `;S a)jrdujns1jojotaS aeaIS Noy-LonNj-GNoo MaN ctasoc4oN-4 Jlg NfY1b` -a LL r r Q 7 crn m 0 J a O f o Q- ls} l9-59}r-SL6 aNOHc# �.< Z5610 vw,' ,�InSSI-idS r OAIG GNa HiNON V611-5 311 VNIN33NION3 ivNn1:D11NiS SVNI130 z 0 z IL z a a eau II�� �I-SII U 0 w III "Mill I�F� Il��l QLU 'L°u r� W. 'Oz 0 I�1 QRZ (Ln a z OL 0' 0 II�� �I-SII III "Mill I�F� Il��l I�II�I� I�1 I��I� SII I��I� SII z OL 0' 0