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Building Permit #217-14 - 29 HEPATICA DRIVE 9/9/2013
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION �i Permit NO: 14 Date Received Date Issued: 19 Im IMPORTANT: Applicant must complete all items on this page LOCATION / Print PROPERTY OWNER_ �',ec 4"#1 B TOIc Print 100 Year Old Structure yes &ooMAP N0: �d.,7 _:PARCEL: /G ZONING DISTRICT:�'� Historic Districtyes Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Reside tial Non- Residential ew Building ne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other El Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer /� DESCRIPTION OF WORK TO-B�E PERFORMXD: 0'a S'•�d:lc 604":e'll /10,0W1 Identification Please Type or Print Clearly) OWNER: Name: /<<2 y�� �'�t Phone: Address: lD ,*k*- Dt tdd *ae � 7ave� � mt 8yS Olt CONTRACTOR Name: � 1P*►�i�t �- ��� Phone: 3-;18' Address: f ©J yuz~ .4ee �JBzvti l�•sdo ° tM k1 m/pys a Supervisor's Construction License: C S-4 7- 0AL Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER ✓Vi keG-' >%s .lnG Phone: 7B/--2�G"/�°�� Address. / Reg.. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ ��//�✓ FEE: $ / 3b/ Check No.: �, � Receipt No.: �— p NOTE: Persons contracting with unregistered contractors do not have access to the guaranty f Signae of Agent%Owner Signature of contractor tur Plans Submitted F4?"' Plans Waived ❑ Certified Plot Plan S ped Plan ❑ { Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ I TYPE OF-.SEW-ERAGE_DiSPDSAL 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 I DATE REJECTED- DA TE APPROVED i PLANNING & DEVELOPMENT ❑ ❑ COMMENTS .CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connectionisi nature Date / Driveway Permit DPW Tow:: Engineer: Signature: Located 384 Osgood Street IRE DEPARTtVIf_NT ='Tem_pDumpster on site yes no Located-at-12'4,Main Street 'Fire"Deparime?jt signature/date `' �� t 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 NOTES and DATA— For department use ® Notified for pickup - Date I Doc.Building Permit Revised 2010 j Building Department The folswing is'a-list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits u Building Permit Application o Workers Comp Affidavit a Photo Copy Of H.I.C. And/Or C.S.L. Licenses u Copy of Contract u Floor Plan Or Proposed Interior Work Li Engineering Affidavits for Engineered products NOTE: All dumpster.permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks u Building Permit Application o Certified Surveyed Plot Plan u Workers Comp Affidavit u Photo Copy of H.I.C. And C.S.L. Licenses u Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) u Mass check Energy Compliance Report (If Applicable) u 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) �`Certified uilding Permit Application Proposed Plot Plan Vhoto of H.I.C. And C.S.L. Licenses orkers Comp Affidavit d Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) a Copy of Contract wa' Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cans if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apo•-al 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 2012 Location ?-C) A- X'�- CA No. Date 9 o - TOWN OF NORTH ANDOVER • ���T'GE7)7646`.. � • Certificate of Occupancy On Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# 2j U Building Inspector No oTN of .. ,•AHC 3? •',e. . of A i=^ �JA'4.o s•"A0 •L SS/iC NUst CERTIFICATE OF USE & OCCUPANCY i TOWN OF NORTH ANDOVER Building Permit Number 217-14 on 9/9/2013 Date: January 21, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 29 Hepatica Drive 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: Key Lime, Inc. 10 Hepatica Drive North Andover,MA 01845 Bu' ding Inspector Fee: Prepaid $100.00 Receipt: 26823 Check : 6339 NORTH own of �.. t E :. . Andover No. — � o h , ver, Mass, GOC«IC«ew�cw A�4^- ED ' ,�S S U . BOARD OF HEALTH PERM. IT T LD Food/Kitchen Septic System THIS CERTIFIES THAT BUILDING INSPECTOR n Ci Foundation has permission to erect .... ................... buildings on a' , ...... ....., . . ....4....'!�............................. ........ to be occupied as � ., ..r:`..:. :. ...lt...�.E'fi�s;;6.` ........................................ Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPE TOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final /�n4- 1 �s PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTSRough � /z.-/I Service .,..!' ............................... BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected_ and Approved by the Building Inspector. Burner !� Street No. SEE REVERSE SIDE Smoke Det. /r - 9 F NORTH own of X17 1Lf z o�3 o h , ver, Mass, Z COMIC hl WIC 11 y1' 1 ��A�RATEG r.Pp,`�5 S U BOARD OF HEALTH PERMIT LD Food/Kitchen Septic System :� � BUILDING INSPECTOR THIS CERTIFIES THAT ......... ... k�...�!"- ...". .............. ........................................................... Foundation has permission to erect.......................... buildings on ....... .. ..... �..6.�.�...!�6.qe-.��� r :z 4"i, i ough �� �� to be occupied as ...Mi........ �..y. ... Chimney .......... .... .........11". ...................................................................... provided that the person a ting this permit shall in every respect conform to the terms of the application Fin d/, on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR YkCVIOLATION of the Zoning or Building Regulations Voids this Permit. ugh ; FinRQ ale PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS .......... Service ......... ....... .:-,.,,........................ Final BUILDING INSPECTOR 1— GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final 1" itis ifau.)h'f No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Awl— Sr Q=Y Street No. i;&_.6Smoke 2� y o —/ Det SEE REVERSE SIDE - �, . GENERAL BUILDING NOTES/CHECKLIST- NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS,ADDRESS, AND PERMIT(COPY OK)..or no inspections INSPECTIONS: (Minimum) Excavation , Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain-pipelstone/fabric filter/cover and outlet connection. FRAME:Fireblock-over girts/plates between floor joist \ Penetrations for plumbing, heat,elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. 1 Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters-watch bearing at walls. Ridge&Hip-Provide proper connections. Cathedral roof rafters provide proper connections and use"Hurricane Clips"tie to plate. Stair stringers-watch cuts and heal support. Joist hangers-fully nailed w/hanger nails. - Sill plates 2-2X6(1 PT)w/sill seal. Girts-solid brick or steel plate bearing at foundations %"air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check headroom clearances-stairways, under beams Attic Access. (min.22x30 w/3'headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8%of floor area. %of required glazing shall be openable. Bedrooms required min.20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing-Smoke Chamber-Finish Smooth parging,clean joints, 8"solid @ combust. DECKS: Lag to house, provide flashing. Rails min. 36" high, Baluster max space 4"on center. Over 8'above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy required prior to occupying structure. d ' j NORTH . own of . ,E :. ., n over i613 o h , ver, Mass, Z COCHICHRWICK Jd A�R�ITE� PP�,�'C5 S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System :•. � BUILDING INSPECTOR THIS CERTIFIES THAT ... � � .f.. ."N............... ..........................................�................ has permission to erect g Foundation .......................... buildings on��.......... .....���..�.�.�.............�..�-.��� ough • 1 tobe occupied as ....5�........ .. .... ................................................................. Chimney provided that the persona ting this permit shall in every respect conform to the terms of the application Fin 67/ on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECT R ugh �'�/�- 1�� VIOLATION of the Zoning or Building Regulations Voids this Permit. >� Final QSY Y40( e PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS R ugh � .. Service ......... ....... 4„Y.,.............................. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final e6s fiyvy/ No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. �(/ �& Smoke Det, SEE REVERSE SIDE 60L48gj� _ o� GENERAL BUILDING NOTES/CHECKLIST- NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS,ADDRESS, AND PERMIT(COPY OK)..or no inspections INSPECTIONS: (Minimum) Excavation , Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain-pipe/stone/fabric filter/cover and outlet connection. FRAME:Fireblock-over girls/plates between floor joist Penetrations for plumbing,.heat,else,etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip Y and Valle rafters-watch bearing at walls. y Ridge&Hip-Provide proper connections. A Cathedral roof rafters provide proper connections and use"Hurricane Clips"tie to plate. Stair stringers-watch cuts and heal support. Joist hangers-fully nailed w/hanger nails. Sill plates 2-2X6(1 PT)w/sill seal. Girts-solid brick or steel plate bearing at foundations %"air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check headroom clearances-stairways, under beams Attic Access. (min.22x30 w/3'headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8%of floor area. Y2 of required glazing shall be openable. Bedrooms required min.20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing-Smoke Chamber-Finish Smooth parging, clean joints, 8"solid @ combust. DECKS: Lag to house, provide flashing. Rails min. 36" high, Baluster max space 4"on center. Over 8'above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy required prior to occupying structure. A t `4 NORTH own of . � _ Andover No. — �h ver, Mass, AR oK;" 2 COCHIC"IWICK 7,p A�R�TED ►'PR,�'�� � S U BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT ....,�..C. f:..�'1. ..PYY� L`•••••••••••• ...••..... BUILDING INSPECTOR qq Foundation has permission to erect ..... ................... buildings on �,<...... ..... ........................ ��'......•...•..••••••••••••••• occupied as nC �•- �! Chimney to be ...................��.................. f,,.. ..................................................... provided that the person accepting this permit shall in every respect conform to the terms of the application final. on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPETOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final ///��„ ' "l,' PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough e-14�-/�`r Servic BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Final ,, Displayin a Conspicuous Place on the Premises — Do Not Remove � w ', d No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE i NORTH OFt�ec rbq~0 = ye ah s60 in O .. APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION BUILDING PERMIT # a -1 �9SSACHUS��� ADDRESS/LOCATION OF PROPERTY: �I r,�'� 'f-• G�4 e' V(� Cp�d SgC�r I/.�� J Map Parcel ( Lot Number o� 9 SUBDIVISION:__e LED/READY FOR INSPECTION: DATE REQUESTED FI . CLOSING DATE ON PROPERTY: FIVE (5)DAYS NOTICE PRIOR TO CLOSING DATE IS REOUIRED 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. _ APPLICANT SIGYATURE Permit Issued to: ee 5� Address: D ��Y9� 'h� C 4 140 ( V o ndb���' (lI'l mIB�S ROUTING TOWN ENGINEER, SITE PLAN-DRIVE-WAY REVIEW ❑ J CONSERVATION PLANNING DPW-WATER METER ® o 14- SEWER CONNECTION 0 �.. 7�111 r 2i - 4 DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPW 1 L--Z-I ✓� 4 SIGNATURE File:Application for OC form revised Jan 2007/2011 Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost $ 350,125.00 m $ - $ 4,201.50 Plumbing Fee $ 525.19 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 525.19 Total fees collected $ 5,351.88 29 Hepatica Drive 217-14 on 9/9/13 Single Family Home I I NORTH Town of . t _ Andover O 0 ver, Mass,Ir Zd 1 .5 7d ADa�TED I'Pp,`�5 1S U BOARD OF HEALTH Food/Kitchen PERMIT -T LD Septic System THIS CERTIFIES THAT .........AC9Y BUILDING INSPECTOR ...� .............. �..�.�. .:.......................... ................................ .........� .. :R .. .......... .............................. has permission to erect ... buildings on � Foundation Rough tobe occupied as .... .. ........&A....—CPARPA )........... ......................................................................... Chimney provided that the persona ting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6-MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service ......... ....... .,,.,............................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE F Massachusetts -Department of Public S ifeiy Board of Building Regulations and Standards Construction SuperAisor License: CS-076302 IBENJAWN C OSOOOD 69 OLD VILLAGE LANE NO ANDOVER NIA 01845 / , 9121�J,.Scgir« " ExF iration Commissioner 12/0412014 WORKERS' COMPENSATION MASSACHUSETTS CONSTRUCTION CLASSIFICATION PREMIUM ADJUSTMENT PROGRAM APPLICATION INSURED: Key Lime Inc FEDERAL EMPLOYERS ID NO.: 043311218 10 Hepatica Drive Address North Andover MA 01845 City State Zip POLICY NO. WCC-500-5)07581-2013A EFF. DATE 09/15/2013 CARRIER Associated i:mployers Insurance Company ISSUING OFFICE 500-100-2 NOTICE: Unless coders), total wages paid, total hours worked, calendar quarter reported are indicated and application h;signed, it cannot be processed. Contact you( agent if assistance is desired. It.°f t I� ._ ..l .s r Yj t Ip I .(..l i 1 I{�!. ?..E `�� tf,�'}{t�(�(�II fr�'•s+t t t•fFP Iltj (t�?fttl#I }I li,f'1;f 11 f t H'.i t.'1' f .7••. s ..,tI1,_,P. S •!��•,��{{T+1,1�#l�ij:�(is 1 I(s ,i.1 1�tt�t! � !I� I l s l I j I k. '( .: �� 1:t,,ji t�,f j., 4?(,t((�l(i�(•I!t?!I +ll?�i}�I�}i!'4!#s t F tr4j#f!�1 l r. EXCLUDING OVER"IME PREMIUM PAY The foregoing is based on actual wages and hours worked as reflected in our payroll records, for the complete calendar quarter ending: _ SIGNATURE POSITION DATE REScheck Software Version 4.4.2.3 Compliance Certificate Project Title: Unit H - Alternate Energy Code: 2009 IECC Location: North Andover, Massachusetts Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: i Old Salem Village Key-Lime,Inc. O'Sullivan Architects,Inc. Rte 114 1538 Turnpike St. 580 Main Street North Andover,MA 01845 North Andover,MA 01845 Suite 204 (978)683-3163 Reading,MA 01867 (781)439-6166 www.osuilivanarchitects.com z x Compliance:7.8%+Better Than Code Maximum UA:400 Your UA:369 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. Wall 1:Wood Frame, 16"o.c. 3241 21.0 0.0 161 Window 1:Wood Frame:Double Pane with Low-E 337 0.300 101 Door 1:Solid 44 0.060 3 Door 2:Glass 44 0.300 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1427 30.0 0.0 47 Ceiling 1:Flat Ceiling or Scissor Truss 1470 38.0 0.0 44 Compliance Statement: The proposed building design described here is consistent with th buildin pla ,specifications,and other calculations submitted with the permit application.The proposed building has b n design d to mee t 2009 IECC requirements in REScheck Version 4.4.2.3 and to comply with the mandatory requirements liste in the Scheck� ns ection Checklist. Name-Title Si re t Project Title: Unit H -Alternate Report date: 05/15/13 Data filename: K:\Osgood\RTE114\Construction Drawings\Unit H-elev-alt\04022_Unit H_alt.rck Page 1 of 4 REScheck Software Version 4.4.2.3 Inspection Checklist 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:Wood 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:0.060 Comments: ❑ Door 2:Glass,U-factor:0.300 Comments: i 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/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. ❑ 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 1 air-permeable insulation and breaks or joints in the air barrier are filled or p 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. i Project Title: Unit H -AlternateReport date: 05/15/13 Data filename: K:\Osgood\RTE114\Construction Drawings\Unit H-elev-alt\04022_Unit H_alt.rck Page 2 of 4 (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: 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. 0 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: All other ducts in unconditioned spaces or outside the building envelope are � Supply ducts in attics are insulated to a minimum of R 8. o e p g p 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 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). ❑ 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 114.2 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 171.2 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 85.6 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 57.1 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air-furnace,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 operation 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. ❑ 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 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. I Swimming Pools: j Heated swimming pools have an on/off heater switch. j ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Project Title: Unit H -Alternate Report date: 05/15/13 Data filename:K:\Osgood\RTE114\Construction Drawings\Unit H-elev-alt\04022_Unit H_alt.rck Page 3 of 4 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: 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: O 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: Cj 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) i i Project Title: Unit H -Alternate Report date: 05/15/13 Data filename: K:\Osgood\RTE114\Construction Drawings\Unit H-elev-alt\04022_Unit H_alt.rck Page 4 of 4 �. . F2009 ECC Energy Efficlency Cealcificate .. ., p' ,".«,w«.�.:;.3• i,:. 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WAKEFIELD,.MA 01880 NORTH ANDOVER - .N AZ FIRST&SECOND FLOOR PLAINS _ Voice (78t 46-2800. - - - - ---------- . -..�...+,aI.w94+%,..+.I.M�,m L..II...,:im+.,..,.....�.I:.*j.:.I w...I w.....!.�.I..L:.I....I.I.a..-...w 9..I�..I'-+9.m...�.....9.ma 9.%.:.L.9.+m..'w..M.4aw.+...L,:L+....,a:....I+.�.L.L...-I....LL�..LLw 9...+..:.:..+.9...I.....�...;:L/.a..L I.....I.,:4.......9L....+1,...:I I.a..m.I..�L.1.4.9I,a'q......4 W.+..aI....9I..-.1...;...L9..L..a.L.-.1..I.L.LL...I.I+,...m....9....�.9�....9.L....+.:I-.......4......m I,:.'4...9 I.�+.......IL.+.'.:........L,,..9�4+.m.L..9.+L..LwL.9...ILw.....9 1 L+I'.....L.....�w1..�.....I L.9.w Ia.+I.:,.:9.�+.I.9.9 ..i......:1..w 9w�....I.�..1..+II.L..... - A3 ELEVATIONS _ - .. . . Fax (78 ) 246-7596 . .. < Voiee (781)246 1567. Voice (978).683 3163 , . Fax.(781) 246: 1683 Fax'(978) 685-1099 - A4 SECTIONS -- . . . . . . • . - - . A5 DETAILS . . , . . �_. A6 ' FRAMING PLANS . . . : . . . A7 : FRAMING DETAILS . : - ;� . . - . . . .. - .. . . . - t . , - . . . . : ------ - _ 06/08/2009 . . CONSTRUCTION SET ,. . . . . . . . . : . . _T-_T - -- - .. .. . . . . . . . 1. 1. . . .. . . . 1. . . SYM I . . . . . . . . . .. . . . . . .. L I I Cm.; . . . . . - , with nem a teas window of not bas thad 6.O eq.ft for ground - .. lll� . .. : , .. 41.Each bedroomshafl.bs".Ippea a .ergencY g , ' . .:. '.: - . - . ..."` - ..' -. dad trot Ip*tiara 6.7 eq.8.W.M.floors.Double hung vMdows used for erridrperwy apiese . .. l3ETAR-t`A.MBt3Z 1. O Sullivan Architects,Inc . BUILDING OR 1 General:Notes for Sin le Family Residential Gonstruiabon in .. .. .. .9 , tlr 20hse Inht end 1A Inches in width: I F. : ropeninp or*rry_epress window shall not be bsa.ban _O- S U L L f V A /N� ... MassaChuSetts. Mass:State BuildingLCOde,7,'EdW . - 41.nOhabllebbluwe UlW.ubee(luipped_withWemergency.agreeswlndowarsawtoMeerierlur. .. _ ARCHITECTS, INC. . ... t .J u 'e ZOOg - .there ere be.in, In habitable besemeMs;ra fddfibnel agrees b requhsd Omer Men bedroom eprsn : ., . . -. -_' All rata m nota Y b Nb perdgdor pm)xb .r.. Im wY., . . .. ..: .bpi _ 1 e . .. door.b hadbbb bwamenb a e. . protected . � � .. .... --:� ��:'' .. .� -. '.'wIndows.II rail emarpeney egress .. Provided bM! by. DE$I(1N r PI.hNNlh10 - . .. . .: .. . .. -., ..�� bu&Med. . . .. . .. DETAIL fJ.A,E62 ARddfl'ECTUF�s . 1. I . :t,.Framing sbnderde end requkamenb very from beak to loeele.SdneJudedklbne nviy nave more:, 43:Provide drag stopping b flcorand calling assemblies where open web Jobb.are diced w where Me celhip : '2C7 EDOEWATEFi DRIVE.SURE 216 - . :: -... .-_ etrhagem'hanlrp corrnectbn.reaiulremenb.It p rid the Intwrt.of Meas drawirga to$nowenglrrowed b weperpap baba floor hemkp..bran atopplip.conelelNp a Ther x tech 000um walboad or 3/8 :DETAIL Chw . .: :. ." - . :... ::.....-: - .. _ - . oonnec8ons meeting all uirernents for an areas of the couhtry..It ts the responsibility of Ne owner and: Inch plywood shell wbdNde Naconcealed apace Into Grew not exceeding .eq•R . .. - .. .. .. .: .: drawln' In. - between each story,Including belween.Me beaement end Ne Orsi$bry ens -... :.. .: :.. end rev¢*,8 ribcassery,any freminp cotupcUor,s Ilkstretsd to these 41:Provide ttre sooppkq Tel 24&1 pU Bt 24B•1. . . ..:.::_ '. .., - - top stay and aNc.Provide draft stopping.N a conceeletl spaces of actio,N cove end _ f . - .. .. order to mMt.beN sbnEerd:,aifd requkemente. DeMroen the .o difVanaroM isobs.00m. A-01 . . . - ... .. - ordtneireee differ from these plane,a determInatbn shall bei made by the .seflded coUlnpa,dropped celiryte,el tope end bottoms ofstslr atringera.ard efl petrobeWns of duds, - . . - - SI-�7 N.lvEER . ..- - " . . .. ..... -. .. the most etringmt.The most etrinpeM pip",oondulte.chhnneya,ale.:. .. .. .. :.. - .. 2 �3houd.boel codes endlor ..OerlerotCorrtrador end/oY'heel BWkINg Ofildai a6 te_whlph ts . -. ' •.. ... ' - �,.: .. exit ehau rub:$baud a cha -m.Meee plena be rrecaseery'or desired whkh'wW Beer the 45.Provke.tempered n(ety glezln0 m Ne fodowing bcetionie.- -. . . .. kem !We. - - f-FLOOR LEVEL uw I,asonn prmavr.,e�.. .. .: ..- _, tleq�n or Intepdry o;the stnx:tute(a)a Lipensed b'trucbrel Erlpbaerard a Licensed Architect - Mewing erre siklInp doom,iiclndrrp Iter�spmnsMs:nd storm aoo � - . . .„:� . .. - _ ndudaeellMod a«ab.caw M. nr.eoe.�:. . . - ..... _ - moat verity ell bhengea,- - Encbeuree wnroundlep tubs,ehowero,. bibs end pools. ,i C - «s. r amwm.w,ro.n.:. ..... . . I. - .. - OSME-net trlen'72 noun Lo nor-axcave0np kl Drat to locule e�ei panels dooia and vdndowe:; .ELL_V AT I ON ,.\.FIRST FLOOR' . • : .. ..:-' .' .. . - :: '' ed of diaWrbeO .. - . Ml g bas whkbi b wRnb a 24 Nch.redla of eNror vertical edge of a door the.dosed position .+ _ Mrrw+wn a o�apa.ae�oto. $....uMergrw nal uNey Dere opted andeie rots derngp. 0 ... .. 100.0 . . .. � - . • .: - _ adegaete amhpo ary GiadrW in lilacs Pd«to backfill. -:Ae glass alongside Winveys and within 60 Inch"of Me bottom riser ar a etch. MARKER. e 2009.l.ivei,Afahlts�Ino.- .. - : - . bInlnp wells and - rated windows w protscUve paneb : �,-aEVAT10N DATUM' . . ,. sement wails have % . .. .. .,.. . . .. " .. ,4. AIiro ba i. - .. ':bekq Pim epelrat.waiIs.T annporary p shag trot lie removetl_untU wauJs properly brarma:._, 46.A6exterler glezarp In ward Rome Dabda repbne.eheli have properly .. -. - -. -5:'.Foundation waits m b hays vertldai rolnfdrem0,roferio I1 poly polyethylene .nisi.le smoke d:.. . -. .... . . ..; .:. '.7. ... neva d 6Tnl M ro vapor bertbr;all are b .- 47..Provide smoke detector*M sugkbnt quanthbe end.keatlwb b ineet.requlemeNs of Ore&dldIng Code - - :. slabs on ysda.except gash-*ebbs,raw .PoNe Yle . . . . . ... .. .' - . . . have reinforced with cadre mq*h;refer to tlrawlnps.;;•: ... Provide not law then one smoke detector on each ilbor;Including basements erMb attla . .. .. oaf beIng bttsblled. : :T. PE .•cal .-. - .. . . . . . . . .- . welts ands be derirD pioorad:' . esPab . WINDOW. Y ��7���All foundation ��: -�� �� � :�': .. �� ' ... .: : .. .- Uwly Venohas1. ... e.".' mat be back Nod at house pefteler One with a plop to pneveN ax/Mbr dramepe erdlor Providq one smoke deteeior In each bedrown. : '. -. . ... ..; - ... .'. found watarhom entering Ore house. ': Provide one snake detector outside inch sleeping eros In the vie of me bedrooms!, . t . .. ...' - : . .. .. . p n*ik;n drohi(4 inch routs tbInWd m)around wpm perkneter footing Erdentl dram .. 'novice no baa Man one smoke detekRar for every,1,20D S.F:of Bohr apses. . - - Igiast:ll perforgMd fou •:- Actual location of drain line end bomb ot: - - oto electric smoke delecbr R keeled bee fhw 20 feet Rom elNw.a IOkhen or e one N e pdnt:eway ban structure,for pwitNe drelnspa,. Provide Ph 1'<6y-i_i me; I rl C c . - :. - ... tlrakrepe mat be detennkred.cn the Job site with review by■Lkeneed CMI EngIneer:. beMroornweh a tub w shower. . . . .. - 1 . .. .. .. ., .. �. � �10.Instill underground,roof draina9eldownepout drain (4 4xirrouM minimum).Extend draInege,linw. 48.Provide carbon mordxbe deteotoro,kr wRlclent.quanUtles eta klcatbne k meet Ne requlenlents of Ore :DOOR NUMBER� l7l � d 0 Haspedce Dive . .. .. t. con ted to Building oode. - � .. b a point away from tiro etrudure for poaNNe drelnege,�Roof drelnege Iasis shag rot be �' � �� � �. � � � .�. . .- d. tlrairrapa.�� � .� ..� ..� .: not leas men one carbon monoxide detector on.eaclr.lbw,InckWng baaemente end In .. !.. _ - - .. foundation '.�. - , --�11::Contractor b provide firibhed grecs Mel dace not creels an exceed ofweter.drelnepero adjacent � ole of beIng.lnhebited. ''� ... - . North Andover, 0846 attics cape ... . . abueem sod that ell WndscdWng is pmpedy located wNhm the owners properly.Contractor b follow CMI -Proykb one carbon rnonoxke detector within ten feet of each sleepkq area. BEDROOM . . .. � � � � .. � � � �.- .. I . - EnpInwfe proposed iopoprephy end coordinate oil proposed changes In pretl0 wits CMI Engineer,and�' �'48.Counbinetlon smoke detector and carbon monoxide deteck%mne�be msialbd so.long as they have' r��i� . .. .' - .. . Arelr' - . . - ed voce tone alarms that 'bti%=hb cite etvarylx*ofemergseebs.` ROOM.NAME Nett - . - ahnulel and .I (1 . .. - - . .- - 12.Frmnirp ptsm are ecMmatie In nature and should not be eeabd.Iwtell all obUdng,bracing,stlflbecke;... Combination smoke detector art carbon monoxide detecfora krceted lase Men 201iMt hom.SRI- AND NUMBER 14 .OIf 1.J a 1pl�Village etc.,w required by.Me Building Code and in eceordance.with good hamlrg piaetkw end standards.. a IOtchse,w e BeNroom with s Nb or ehovver,ehafl be o plroteebclrb alarm. \d ba V'1 1 13.M beams end headers require proper posts under each arts:Such poets*hall extend directly dam to 50,Pr ids a heal detector in each Integral garage and/or attached gerogs with Me alarm Integrated with Me I I - . - - � fooling or foundation well.Rater to.plans for more detell. ' . : .. smoke detector alarm. 'WALL, FLOOR OR - - - I - ' . '14.All wood In contact with concrete must be pressure treated; : - 51.All dwellings having an aggregate arca of more then 14,400 aq.R,Including basements but not gampes . I % F W-I'.- 16.AR metal fasteners,connectors end support in confect with pressure treated wood shell have a zinc rich � or unfinished*bks,shall be protected by an NFPA 13D type fire epdnkbr system. ROOF TYPE. - '. . - _coaling:ri185 for hot dipped galvanized products or min:Cie"40 for elecbopelvenlidf products. S2.Each bathroom v1tl toot room ahetl be equipped with a mechanical bdreusi fan wanted to thea thorbr: - . - - .. to be p�su around Me exterior of" a n than O.C.for two story exhaust,w e minimum,et 50 chn Rrated intennetan or 20 chn If continuously operated. l .. . - ,. .., .. 16.Anchor bolo FExh shell ent t :'. . .. .- . _ ... . ,. structures and rd more Man 4'-0'O.C.for eWCNnea more slabs,Anchor bone arc to be suet vets terrirlallon b alike or other Interior portkns of the . gen not perm .. .. SF.. fA/v1BB3. . . ' . � located fro more than 12 Inches away from each corner and no Mae than 12 Inches awn Ma end of each � 63.Re.^:to Ne energy code report(REScheck)rw'W 8'R'vakee of various areae end components and I NTcR I On. � . - plate section.Anchor bote to be ASTM 307%Inch diameter and 18 Inches long with 2 Inch hook.Provitle efikdency of the besting eyebm.Any changes from what b IndkAted In tit energy�p repot may. lt�_ bICC 4 QB,I 2 - . .. .. _' :. : - not lees Mee 2 bulb far each Individual dg Piece:All exterior hams welts ere to be set on efll sealer. ..' _ "nullify compflerme calm the energy code end require a new review and cekrsetlon performed. sem-l3.EVA710N . '17.Typkal hsedere at rte 8°wells will be t2),2 x 10'e wltll 2 X inch bkddnp spaced at 24 o.c.,union 64.Moisture resistant gypsum wallboard shoe be used throughout the bathrooms end similar damp intestine .. ELEVATION . othghWe rated. ' - ' . except where.cementttkus bb backer board b provided.Tile backer board is required et all looaticna. . . .. - ~ , . - .. . - ' ` � 18.Typkal headers at ae 4"wspo wW be(2),2 x 10'a wain%Inch plywood bbekhlp ep"at 24"o.c.,canine where We b metalled w Indicated on ma room finish schedule. ... I 3 .. . .' . otherwise rated: . . ... . .. - ars el ms and headers (Consue Mrmul:gbrw of hanger on Me.eppllatbn of. ,� . . Don end pressure 9..m Joist sing ell f cash bee. 55. end windows shall be leafed end b6ebd hx errerpy,Infiltration " s.'. :. :. .. 1 hanger r and load that hingw aubM JaMfq' ahaukl be EealgrnW for.).::. .... _ .. .. . . . Route 7 4 20.I a under al parallel partitions above,unless otherwise noted. 21.Install aormb Joists at each side of a epeNn9e;IrkNding elaliwelb,skylights,difmneyp,«e. _ . _ North Andover, MA .: ::. . : :. ., - .. dooms al each bearing boot.Providemn_1*axmnectkfi':. . _ bottom thicknowas ofchords ofhuseei:.e.therectual thickness. . . .' . .. - . . ' 22.M roof rellen mWhu wsw shag have ds_ .. . . ' between non-0a�uW eh Ptio^s " . .. :. - .. .. .. .. pro)ac!A miinlmurri of 8 Inches should be provided at the.eeve for iweMngnatommvene�er,both .. . . '- . . - - ickins wilh.mMgnva� r�ilenoommory J einimum a tethe . . 29.Due to varbtlon project m. however.Caject.ar must verily actual N '.caw aatel b allow for j.W veneer chicanes.Due to the ns a m bearing . . - . _ , . .. .. .. .. - .. .. . .. . .devG W 8 61ehw at the botin0 or foundation b.nacmNerded., .. :24..M watsr INse bated wWaIn exteryr wale,or Wetls next b uMreeted epesee,aro te be Rrseisfed. 26.M meehersed cloeeb ere b be Insubted wfih(all Midmew ben Insulefbn.This Incudes Interior w wet .{- u . .: p;Oirledor walb,Meehenkai cone!dose shall be wwfhxeUlpPed• _ . 1'l 11. If�l . . . 28.AO wood axposed to wd&rW must be aMw Man"tented,Pointed w sealed or ins of•apecles,_such . . .. . . . . .as redwood.cedar,mahogany a.teak which has a natural pry resistanonto wNw art 11.V,IIghL . . .. ll��+� r' , . - Wrterlor m the building two such awe Wood window caps.Mm .. . . Gen er'al l V otes� 27.AN trim tltat b Intaurupted or Protrudes from . - - dose wood wetw table dotal and aft.,must have continuous.metal flashkq at.top:M. . . . finished wrieb �including Ina por bbenbrs "Ifis r pap*n . . 1 . . . . .. Sy ' bo I s . aasta or�window. .ww have pmpK mew cap flashing . ` : 24:nl exposed fin. . : : .. . . . . ah"have a Ramo spread of net mora Nan 200 and a of hot Moro 400 . . - . ._ - . I . . . . - - 29.Al foamed pWik bap p by mgrrm wallboard. . .. -': ... . . '30.provide bedb vents et eloped mow-y QQ .. f J( . "or I. . . .. .. _ i atadIn lon drewNgswwAs �rwL• � .. r te mslnlaIn Rae eb Ilotv . .91.RrstaO en Ice.Ballor'at N eaves,toe barrier b to a xtend hwhrnfa2 2:e holes 92.ratan crwM spaw.vanlb ding oubkb perimeter of creat lipase whether Ind . . . .. .: .. space arca with ort Ong opening within38Inches ofeaeh comer.When t grouts R . ''The mgdm . . . of oravA . .. .surfeee b treated N an ap b.vapor.beaier,the total ventilation area maybe reduced to 1/1.500 t. . _ . .. ol9re oiavd epxe me.Ventilating openings'ahas be an ewmly spiced an possible around the crawl- - . . ,ort '&j... . . space to insure proper ventilation'b'tsrdaid verfWatbn opening b 8'X 18',(.89$q:ft.)All openmge.shaY .. - .. . _ ' - mash damper for adjugmenl of atr flow. 1. .. , . . : and os8,ers roti used asha[>ibble,. pmts Rd Nall be provided with a minknum of four. be supplied . . 99.Beeemenb . . . .. _,. ..... - . . : . . .. .. wRldbwa a every 81 ion:NMmeMly�',mecheniaa"ri ntlletlon �A ha y :. .- _ tgdInd.As_orawn gtyW. Ti ... : =tied sM1da sea:Por ns4uregY venNeted epeias do . . - . . _ .. .. .. '.. � : -.. .''- . . - Motion a D of,Oie floor area being venWgled when 6"0%61 fns. . .. Ree - . % ... :.r 9.L,veralypirea N In ms uppor poNosun ar 0re roof trchw - - - . . _ .1 above ease verve.psi':. ..: .' _ vemllaw r.area "caw or aamke.venb. .. mirilminin of SM Inch.Type-A.gypsum wallboard on the � L . : _: , . .:. _ rater ePswuladl frown wool. o ... 3C»4L-`As NOW�� ' . -:. - : aregewgid�of wage end g, .per-.by a � � � - . '. .- .. .. .. parreb to.ebb IndMMral aft and crawl$Pace.Atli caeca Panels are to brinum . .. , . . .. - � ����' which aro over 30Inchea In helgM and over 30 Prwbtb�aas sea � - . _ _ .A8 awes$panels are lei be . . . . - .. . .- . .. .. 27 by 30'high 10 N ettlo arreeerald under eaves . ... . . .- - -. .sat.R In.aree.Provide crawl spree seeped paneb not bee than 18'by 24' . _. . .. - .. shell_ .. ... insulated and Provided with geskefs anNq weather strlpPing.- OW / By- -37.x1 stake will a dwelling shell be not baa Nen 38 Ruches crew In wldN end Provide not be bas Oe/Dal2oD9 .. ,' .- �6xiree bowsetek nosIng - in...m - - . . . . All S 6'� taalloom.The m®rbwm ricer neem b 8 Y.,niched dna a_ . .: - klcires:R handrail ehefl be ProvNed an one elde'of each abs.maumed.98 a end . eheB run 1minknuWad tits ensue ferrg0i d nm;newel poets rosy interrupt tlraJailirg at tutna end lendkrpa: . . .. - .. .. . : iso�unfb�ishedbesem n le. wallboW .. I .. . 98..N egtwsaleliswsM sudaew Thbappl r. on wage .. : soffits . RtlBS®/RE1/IS®e`! . - ': - .: .; to ins:n ausui a of 366Inches above flntihe..Ibor. .. ' s9..�R.aaw ata trbakonMe ceanailvataa Ma°a oak . .. pa colo support a Pon o Ibe. . .40.AO Interior and wdadw rallindguefidlbdustrede system Md be be dealpned eo that a-4 Rrch eplien. cannot .. . pen trrdatothectiaralde. .. - . . . _ 1 . _ SHEEP NUMBER � . . . .. . + .. � . - 1 , I .�. . . . . . 1. - '. . . - . +:1+ .I I . I.. � . . I . I I I � L � I . L. . . .' . . . . . � . �'+ . � . . . . . . ,� . + . .. � . � � � I � . ... � I � . . . I . I . I L � .... . . � I . I I . I I .%I . I . I . . . .� G . + . . . . � . L . . . . .. . . . . I . . . + . .I .. .. L .I . � . I+.: . . � . I +� - . � L . . . I . . . ' . . . + � .. . .. . I 1. . + . . . . I I,.. . . � � . .. ..� . � ''. - . . � .. . . � + . . . � . �. . . . . L . � . i L� . IL I � L .� . �. . I . . I . L I I . � + - I. . . �.. . + L .. + . . � . . . I . . '. . � . I. 1. 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Z-1a.' . 6'-8- 13/8- I . , ... . . . .. : .. - .:-.-. . . .'. . . . : .. :'.M SNGLE WOOD Z-8' 6-&8 - 1 3/8. _ _ .. .. .. ..: .'. DS . .SIN0.E ,:.WOOD .. .- Z-6•' '. b'-B'-. 13/8' _ . . .. - .. .. 1. . % . . .. .D6 SINGLE WOOD. .. ' .Z-4' ..6�. -.i:" 13187- .. .. . . . - - - .. '.177.' SIN0.E. yYpop...'... Z-O' . ':..M 13/8. 1. - , - I . . ' a ':: .: .. D8':':' SWGIE .. .: VYOOD ..: 1'-6'. : b'�B'. t3/a" A. 8 . O I.S..0 t- .. D9 •:.. DOIBIP:.: WOOD . . (D Z-6'': .6'-8" :. 13/8' ' . ... . . _ .D30 SLCER VVD16LA55 6'-0'. 6'-8' . 13/4' APDH25BY PERMA51-0B.D P551168R - . ... - .. - Dld'.' .GARAGE MTVNSIL '16'-0' " . 8'. . .... I V2'- .:.. M�'fN:.OVt'�-EAD DOOR.. .. 39'-10'.': -. - CTS, INC. . ARC . >: _ , . Iro' to`-a' 1ao' T r . : .. nn��IusE e�'Ze� .. . . . . . . . . 11 ... . ....... Wima `" , s. c�f . -� 1. AIS DEp�c A. .. To 1a R S( �: . a "r MI�Eb0i 1EeMINE boeOa� . ._ . . . 4.._.�...,� .. _M' I . . . . ,, :. . .. 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PLANS. .. - - CEp.WG FRAMING WfiH ATTIC .. .. .. .. ... �.,, Rap BATT WSLLATION.. F II REFER TO FRAMING RIMS • .. .. PLANS. D1$ � ' __ ._ , ':: I.-T.Q RATE.. :..' Njr"WN `' V . _ - 7#.- - CTS, NC . . . " ARCHITE . . _ . .. 1. . . . : . . .. .. .. .. .. . . . 1. RANHING . ' BEAM, � .DEsroN-. . FRAMI • . � M. BEDRM �•E� HALL IN/D BEDRM. u2 e . � Tema>2�ae-,eai rm Cren.?ae-Nees : • . .. I[eote 1 . :. . .. .. . — _ "°. Ate"'°"'" ... .. - . .. .�'SECOND — _ . .. -. -Fi00R .. :� -,�. .. .. . . . . _ .. :-.` ~fid/rym-Qnq hMol. .. ... _ Y (Wr • 1. I i�*iMm a/dBW MJt�,Yn. . - .. .. - .. . .. I ... -. .. . : I .t 7.wW, T WOOD SnAS I6' BBMM1 Ste'. BEAM S� . .'. _ :_' '.. I I .. ... .-. .. ,. :: . .. .. . . . . .. - '..QC.R19 BATT INSZl..VAPOR_ FRAMWG PLANS. � .�FRAMWG. „ Bamlez a In�.wa PLANS .' Al. DC5 FEARING..;. >.. . .:. DEcx eEMt s� - a .. ., .. .� .. .,., :.;.:: �� FRAMING pLAN6. ���'��12 GRE AT.RM GARAGE ..' . - .. .FLOOR _ . ... .. .. . I . . . , I:. . .. .. ._ . ._GRADe' .. . � � �GRADE . -. . CONO.SLAB H 6 . . .'6Xb.P.T.PAST ON �:-. �.3RETE. -U7 DIA LA � "��.: :I �D�' .POLYETHYLENE VAPORMBARRIHt: 17 F :. .>.: - .. OAC`W.W.P.REINFORCING „y . FILLED SONOTU3E AND BO WITH TOP I OVER b'MIN COMPACTED PILL ^' Q - Old Salem 1 1 yIIIC.�gG . . - % ..TO LINDISTI.OTLE AND BOTTOM PLATE - L I BSMT; - _ i i .. . .SOIL(TYPJ ON 30'X 30'X 12 PITCHED TO DRAIN _ CONC RETE PQOTWG b . TYP.(SEE DETAIU- - F I I (xXJCQEfE FOUNDATION `-J CA. I � ROLLED-UP ROUFDlP - . WALL WRHN 2o,xio'CONT. - . .. :/i4DtsE-WRAP- HO.LSEWRAP. - HC USeMAP. _ .. . I I ,. :CONCRETE FOOTING(TYP.) . . . .. .AND ROLL Up* ... EXPOSED I - . ' - � � � - � . EXPOSING: EXPOSED SHF 71_ZING � - . SHEA'(HING ,; _ SHEATHING .. � - �..L... 16. '-'J\ 18 CM. WIPDOW - .SEAL HEAD E _ .. �. AP _OPENING SECTION Q GARAGE . .. .'. ,, INTO .: INSTALL INSTALL' - '- . . .rpow 11 ,a rOPEIVIG FLEXIBLE. - - - - .. ... Ea OIJ(UNE OF . . h*!MB 2APE .UUFL.O fJGEi _. . . . . WINDOW .SEALANT CONTACTING. I 1. - . - OVER SILL, .. . . -81FP,1 QPB•11NG gf 2' AND LIP - OONf.RIDGE VBNIf . .SIDES.4'.. . .. - . . .. - MIN. . .. . NOTE . ' . . .. RIDGE BOARD.SEE ..�• doves A . Route . PROVIDE CONTINUOUS AIR INFILTRATION INFILTRATION BARRIER � North�Andover, Llse ADwnowu.wwow FRAANN6•PLANs. � .., pv EXTERIOR SIDE of WALL SHEATHING AND a M&. . _ . Rou EDLP cT�iRex ...: ALL . . Hlo(AxwRAp ecmE D®ms RE610N9 PFLOOR AND N1Bel�-rRATrrors • ... .. . . . . . .; . .:. ... .... .� ROOF FRAMNNG. A D v�PPOR aC6tig2s .: IW OSED.... . UNROLL TOP FLAP - . REFER TO FRAMNG PLANS ' 6HEA7HIING .... :AND.7APE SIDES ` - ..' •.. . COLLAR Tias,SEE . I. -,FRAMNK;BANS . .. .. .. .; - .. I I Aro WWDOW.HEAD ..: - . rNsratt' I I IN6FRAITIIWGWITHR30 . . . . - + ■ .. ■ I .. I TT rsuA .-'.ATTIC �." 1 a. f—7 MEMBRANE - I I TO FRAMING PLANJS �. SAM.. . COVERPIG I :. TOR Or WINDOW1. TIS . I - . - .. FRB W7 AND � - .. . ... ..AT JM.65 : ... ..... .. T• PL.A - SC—�Ct10 THEN �. .. AT H E . . FRAMING R . N CONT.AIR BARRIER*E Irt ` - . WQOO SHEATHING VER � . . : BANS ,. - - - - WINDOW INSTALLATION 2xb o(T.W000 srLos•16 .�,, . 3 rvo Soeie' -.: °aeRRl epi arWa$L_vAPOR W LC. M..BEDRM: HALL AJ QJ°Pp�. PLrws Kay-Lima, Inc.. alsrs s� . 1. FRAMING. . 8" a : FLOOR FRAialNG: .8 � I: 1 r. 10 . . . ..N 1845. I 1 FRAMING PLAN$ _ I, I .-p I .1� .. . _.ib. .p. - `� . . . - I . sEcorD PLOOR.. I I As L r ---- I ...\ .. • .• - BEAM�FRAMING .. . . . . . BEAM,SEE i.. �. . . . . . i11 . :I 1. I . ' I ' '�RKF T': LAV. F YER:. RaNs • PLANS 8'BOXY PLAIN PAfNH . - . . - . .- . --.. �,eD ` .'� ::�� P .CONCRETE PORI�: �. .ISSUED�DH,ANwN BY . . --- - . .., . FIRST FLOOR. _ s�o..., «> A . . +�. Rensm i aensm ar 19 �e 1. . . . :. .. . .. . . .. .. % . " c-�iAOE :_. . . . ` .GRADE . -. .. . '."ff DIA kW.LALLY • rS �I SU.ATIRTM .. 'AHD eoTTOM FT.A BA.7EME�• T �r FRAMNG l��N(RWE�7E a . oN 3o x 3a z 12: . . WITH 16'X8.00Ni. . . . . - _CONCRETE FOOTING DINdG � QQN ATE. JOB NO: .04022 . .. - . . . . -' . - � �.: ., ..I . . . � .k.- .. ; . .I . . .. ., .. . . . . - . . .. . . . � .. . . . . . .. . .I ...I ... . ' . . � .. . :.; . �� � � . � , - - .:� .. !� . � . o�SEC_TION @FOYER . H . . . . . . _ . . . .,....:-.I.:.I..-.w`:�.:I 1,L`.,I.:..�,LI_�..1,,�.....:,:1 I,.,.k�....-/..L..:���....�....:...-.�-I... 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WOOD RAFTERS '.: .. . . . . . . . WOOD ROOF SHEATHING. .. : .11 ' 0MMJOR WOOD SHEATHING.. - - .. ` :,"BAFFIE VENT,T MM CLEAR ,. .. - - .. - .. .. - .: I .. .. . . WITH,AIR INFILTRATION BARRIER I/... .I!!!..,...-......� ...I i..�.1,.. ....�1.._..-........�..1.. .../b.,....E.....A�6.IIp....' .I..5�.. .:.. .�....�:..... wood FiooF seAn nNG AIR SPACE.? :: . , _ : " . 1 O-AAT M1TRA1E5 - - . 36 WIDE EXTERIOR SIDING -. - RIDGE VENT WITH - . ASPHALT SHINQIS WITH ICE. - BACKMIN I' I - -..1.:..I.*-�..-I.�.4 :v AND WATER SHIELD.3e UP , ...FROM EA04ISIDE�OP RIDGE .. '�1�. . . ROOF AT ALL EAVES .. :. -' KETAL FLA,SFING - . S•" _ . - . . SHINGLE COVER T,SHINGLES II I. NLIMICANE CLIP. .. ". R .. DRIP®GE .. . ASPHALL SHINWFS OVER, ASPHALT SFTI SIAP'aON H2.. .. - .... .ICE __ WOOD ROOF . AND,WATER ES CVE ON IDLE SCAR _ . . METAL DRP ... ".' : : ALTERNATE METAL ROOFING .. UC4.WOOD.TRIM. EXTt.. .SIDING _" '. ..; 1-.0'.. r .: .. _ . . _" SOLID BLOCKING AT EXTf3R10R WOOD - `. ... 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BARRIHd 261 EDGEWATER 8 EXTERIOR WOOD SF'CIQHING .WOOD sa. _ 12: OFiNE•SPUfTE 216 rs(xgnoN. .. , oPnoNALT Pss wA1D .. WITH AIR R•FLTRATION BARRIER.- .. - 4� ,M0.A44CIiUSEff9 oieeo . GYPSUM Darweul RAKE.RETURN"LDETAIL METAL RooFIu6 oI IDE . ... . ,.. . oven VAPOR.. .. Rte_ IDGE VENT DETAIL BOXED.OUIT RAKE,DETAIL - a.- 1 o. . : Tel det�xae leei.rte va�izae iea3 •... . -..OVERIER :,,: . .: .2.: .�le: 1 1 �,�„-: ., .� �� EAVE..DETAIL&.GUTTER . ...SOe. .. 2' soiale::1.1/21 e 1 a. __ . y _ _ . .... _ SoBle. 1 1 1-0'.-.:. .. . - www CsullHenarpFilteots'Dorn .. - .. - - .. ._. Scale 1 12 1'0' . . _. . .. .. ;: .. . .. •..... ,....-.. ,�� STAPE_D HANDRAIL - _ - - ACETAL ORS 1� gwa6.a'� EXTERIOR.WOOD .:.... : .. ... .: -: - - «b Y lounan AMI�°ute.. - :" .: .. 8.720 $TAIf�HAPDRAL - .EDGE ".. ..4 pd+deee. vrtwn . .$Hr4TFiNG WITH AIR. .:` - S .. ..mt�,aoasa,mdr .,td .. -' .!W LTRATION.BA RRIE R : . ... EXTERIOR STUD' , .. : _ MED BALt$?BR '. B. .. X4 TRIM .. . WALL WITH .-.. �C N..r PANTID BALUSTER-- . .. .EME210R SIDING': : - ....- GYPSUM ORl'NVA.L . BAST NSLL .• . ... - :a PAINT® SEE FINISH 9-777.-. -"1X12 PAI•ITF-0 SKIRT BOARD 10' COMt-Cf LAR - ,.: .. .. OVER VAPOR. .6YPs1.M DRYWALL exi'e21oR. - : • .- ..- WITH aROSCO.8668 BASG . 'T�a4uaW SIDING BARRIER. .. wWIIT14 'B65B i .MOLONCi.(OR BASD ..i 1/2' WITH 2 RO ASTBJ• over vAPoIR i�oK:Is oc" .... : .: .3/4.WOOD 1`LOOR' ....'.:•'A -..•.BASE - NG BARKER. - _ MOLD .. _•..... .. .".. SOLID WOOD - M PAINTED RISER .. BlJ-LAlOSE AT. .. OCf'PE2 FLAB M _ - - $FEATHING� (OR EFEED BASE) - - - . WOOD FEADE2 .. 9. LOOK, .,. .IX WOOp: .W � VOIW ,pW CELING . . -::. .. ':.-. .. ' IX4 TRIM. :..: ` : ::. : " .. ,... .:.:. - 3/C PLYWOOD : _TTREAD'W(�., CONnNOUS ... R OAK , WOobCASNG .. SOFFITVE`JE Kb Llm.o Ina: ...CONnnalos .. .RIM JOIST WITH..... ,.' '1X6 FAINTED SKIRT. BROSC.O 80698 f_4-, PI'S Y • . I...;. - -" SHIM AS -NS(L AND,. io- .. BOARD WITH 10 HepatloeOfMB... . TRIM WITH . -WINDOW _ ,..REO(ARED VAPOR.BARRIER . .FLOOR - - . : :-... . . .:'N JOIST CAVITY ' .- . JOISTS _ .. ..CONE.SEALANT E"- . ` . . .: 1XI2•PANTID , " BASEASE MOLDRJt3 f`YPON OOLLMR . . . . .. . 8ACR�d ROD.E.e:-" .. . .. ... SKIRT BOARD . .: 8/4 WOOD STOOL . . .. - . WITH BROSOO, .: S'PL�.BASE) SCOTIA North Andover;MA 018. Elbe ALL ARCLhD /� COVERE "PORCH DETAIL .WR•aOW .. . .. .. _ GYPSUM 3/4'R.YWOOD 1/ 0� .. WOOD APRON" DOUI TOP MOLDINGNG(OR - .WAIBOARD Scale: 1 1/2'-1'-D' . . I - - 6YPSlM TX4 TRIM �� -: - O5 le SHM.AS REOWR® PLATE. .. CEILING AND 1X3 . SPEED BASE) USE BROSCOlCOFhRvWJ - - - . Old Sa m Village :VINYL SIDING L .. . EXTERIOR STII :PUKING WOOD .. OVER THE POST RAILING - I I - . - . . - WALL WITH BATT- .EXTERIOR WOOD EXTERIOR STW, STRINGER.. SYSTEM - - , . EXTERIOR"WOOD .. - ..INSULATION S4PIATHING WITH ..WALL WITH BATT .. . . .AIR f•FILTRAnON... INSLLATIOIV : .. SHEATHING WITH :: ` : GYPS-M DRYWALL L.BAIRRI62 _. `- GYPS(M DRYWALL I/7 aWB. - - I . - .. - - .AIR INIPLTRATION BARRIHi - OVE VAPgR. - . . .BARRIER - - .. .. . BARKER . WINDOW DETAIL "WALL DETAIL I TSTA R DETAI BOOR OPENIN ��STAR ETA �� Scelei I1 12'=..1 0' L Seale: 1 1/L'.1-0 ._ 6 l t3 -- Scalaq 111 D_1-0'I L .. . �/ G DETAIL Scale: 1 12:a P_0' : .Scale:.1 12'.=1'-0• . : „ . .. , . - L EXTERIOR WOOD _ :.• . EXTM.OR STUD WALLL . - . "" .%!"7I-MNG WITH BATT 0,8. . :.': . EXTERIOR SIDNG-: - L - EXTER1012 WOOD., 2X6 WOOD SIJ.OVER. • . ,: .. MOR s'nlb WAIL VAAPOR BnRRlH2. OR . OVE2'AIR.; 5F•EAATHING WITH AIR - . N RALNG NFL7RATION BARIRIBR - TM��III" NFMLTRAnON BAIS2ER :314'W000 SLBFI.00R SEAL .. .SYSTB4 .. 2X6 ILSU Route � 74 jt.µ ^.� . "MEMBRANE OR GYPSUM DRYWALL Oven' .. NVI U(/`V Idover;'MA . VAPOR BARRIER EXTERIOR SlolNi6'. ." V2 AIRSPACE AT SIDES. . .COPPER F.AJ-IIN10'. ...AND BLD aF"WOOD BEAM - - . .. .- NR SING3/4'WOOD BEFLOOR' RIM.HO. . : _ .. 1 :. E OVER . . ., hIII FLASHING CONCRETE FOUNDATION R.00R FRAMING-REFER ..,. : TO PLANS : .. P.T.8/4 DECK pN �: U Y COLLNMr CAP . .. .:- P.T.-6/4 DECK , BOARDS' WATERTABLEX 8'.. .. t ATO BOARDS.•'. .. }. .. T.2X WOOD :. _ . '` WITH ELOPED TOP. - _ . . . 3 V2 DIA. M JOIST' _. 2X P.T.SILL OVER TH S U 1'l I H ._. "' ,..:• .. SU.SAL8 ANCHOR,801.78. 40 LALLY COLLMJ . } . . :y "T- � ' ' -.,=..___ .-. ': FRAMI . -. '•R�TO GQ•H2AL : ° - APOR BARRIER E 30'X 30'X I2 FOOTING ' ` '_DPTB 'J•MS� : P.T.DEC7C SIA•P.30N 2MAX 'NO CNa . r .:. .WITHBATT IIJ 10 IhS Y i5 4•CANIQEfE,SI"e'B BATT NSl1.AT1ON .. 'OVER VAPOR BARRIER .�- !- 7ANANIi . . .: - FRAMING. - :'JOIST HANGER. - . 4:• 'i• RIPER TOPLANS - . BM 'SEE FRAMNA Pl;r '� s : :. .-.... .' .. .. -. .. CONNECT ILDGER - .121 Iq R®AR AT FNAS116RADE i0 P,T.2X WOOD SIL -" y( .. - :�.° - . '''." .. .: . P:T.WOOD POST - , .WITH 2 ROWS FASTBJ- .. : TOP0-WALL. - OIAM . I WITH SUPSON 13O•: ..MASTER%'X 3V .. (21.317EBAR AT ,�� 1 PRESSU M TRE A7®, -< ' . ! .. 7NCa7ETE FILLED .. . ZTMX POST,CAP. "L1 -LOK+16'.O.C:; .. a. '. 7NOTlR WITH a 10• 1 NOTES FOR ANCHOR . TOP OF FQLI•aATION . . WOOD SEAT:. .. I .71" VP80M'ABlf 3.MAX - - 2X6"SILL-OVER P.T.27(6 . I /�\��✓' n .. i y,0•. .O - . )31•ANCHOR .. . .,. :.. .. .:. SIL OVER SLL SeALER. . CXINCRETE" \\\// 10•CONCRETE' . .. �\ .'e - ": FOLWATION WALL FOLNDATION WALL Tr1I'>�' ,./� . DECK DETAIL DECK.DETAIL`. : . b . \\\ 11. 12 . 1.3 .F \�/ scale: 1.1/2'-ro'.::. sDaia...,1rr.-> o' " soo�UND./WA TE WOOD:BEAIVI POCKET DETAIL, cALALLY,COLUMN'DETAIL' \i��y : . a9 '. . .. 1 d RTABLE DETAIL F 14 . U. ale: 1'12•:='1'-0' : 16'Scale: 1 12' . NOTE., � '. .-. NOTE , .. .. ..- . . _ . • .. PROVIDE fD CONTNt1011"a•3 RB3AR-AT TOP AND. . PRO (D CONlfI6JOlU^4S R®ATR AT TOP APD. - "EXTERIOR SIbWG . SACIQ9U_IU - BOTTOM OF FOLWAnCN WALLS AND BACII=1(L TO BOTTOM 01'FOLNDAnON WALLS AND - . . WOOD B•ITRY DOOR... - . . . . fD CONEI6JDU3 ay REBAR AT ALL FOO77NG3 FINISH GRADE -CD CONTNLO(1S CS,REBAR AT ALL FOOTRJ65: EXTERIOR GARAGE DOOR AElvisa r=OR COPPER . FINISH HrADe . .. - SI .T.2X6 SILL OVER - . - yy / CONCRETE - .: 5A0 WALL 4'CONCRETE .. . F V9JCs� DMO SIL SEALER . ' . - r= ./J,// 10` .-- FC- DATION . III. �. MOA'. -.' /� . ASPHALT .GARAGE SLAB, 8: 3/4'WOOD Sl1BFLOOR " WALL III \\ ��\< e.•._, �.:. B .Fa�ORANNa =I \\ \ �. •.. \/\\ glloRw SCALEi�sNooed . _ VAPOR. . ' PAVBvSJT.' PITCH TO 4008. "'LABR,1f=1 I : --, ,A ;; "I 6' : FR 7�R FAT:I IT I I : .g ��,/f Q . h .. ..''. 11I _ t" FIL.c _ .._ '\\ WuEST W(7ob TRIM "Ioslo..S2bo9,WN BY • _ / y ,BOARD - :. .... (2).>XS•k!$.CR.COIlITI I. I. \\ f% Yy PA. 'd FLOOR FRAMING _ ,_ REVI8ED/REVISm BY. . (M.S R®AM CON �• _a..: AT BOTTOM OF. I I. .-�' \/� \�\� \�\f. s .Y P 52 .. ' AL BOITOM.OF" = ATION - .\\- 'e• .�\//\\ \ •2X4 OVER 14ME< . POLNDATION SII '�°,-'w ° APD 1M F0077N81�1 .} ''� ° / °' .P.T.2X4 SIL:` " . . ANL" .. a . ..r ISI - j .. - . ... - _ 4• AIR SPACE .. LID.B'. I i II I \ °�'.' II .. IIi . :SOI_ I I- a. s�:.b . • :-: _ '. °. ,�<. b'CON.PAC'fi37 .I-1I ... .,.� . FOLPDATION ..... a...,- s„� r-a A... a RB3AR/1T ... FOLNDATON -..A.. ° :�, YNiAPP®WITH =- a. ;. - FI:L _ - WRAPP®WITH Y-8' 66.TER FABRIC -III M18•_...: ° - Reset 1b GE�RAL . .... - . .yFL7BR FA13RI 1 I1=I I ,I I-1I lo•CONCRE'R2- N07M FOR ANCI-M .. -.�06 NO: • '04022 .: .;111,`„II� -- - I-.1: I I- L 1�I� _ lT_ FONDATION �.4•- °,•4•: die FooTLs v ==III=111=1"11=I I( ".Ib rWA,^I CONCRETE FOOTH S1TnNda =I I(=III III=11 IvrLTwB4-) WAu coMClz+?rE SHEETNUMBER oN ualsTLnem son: X111=III=III=11- _ = I=1 t71- ON LwtsTLMRB>n sol. =1=III=III-11 uasn E1 I �111 I-n i_i dlsnuB MI6.49 Ba ow GRADE _I I1.. I 1-III-I I J-11 SOL MPT.48'BELOW GRADE - SOLconwPgoT® _ . .. POMNDATION WALL . .. 1s`BASE MENT:FOOTLNG.DETAIL . �y��-COONCRETE FOOTING DETAIL... FOUNDATION/GARAGE DETAIL n:ENTRY DTETA.IL: '� Soale: 1 12'=1'0 \/: e!e: 1.12' 1.'0' '" ":SCale::1 1/Y=.."140' 'a .. . LI . .. . . . .:' . . . . .. .. . % . .. . , - ... .. ' . . .. .. . 1. :..: .. .. . . , GIlTiT13�E RAIN •,..: .' .. .. A4 _ .. . . :6-160 NAII,S�CEILING .. .., A4 � - ., ...'.' �JOISTS.TO RAFTERS. .. LEADe]i.(TYP? . . " ....ICE AND WATER SNIf3D' .. ,_' .. .. ... .. . . - ,,, .. "36.INCWS LP AT ALL.. .. � - . .. . .: .. EAVES AND,CHJf�2ED. _ % '�!X RTi LVL . . ON VALIFY6.AND ROOF' : .. .. '. M3)14'i X Ilio LVL.: (3>DR IOPPSO.DCTFSA. _ .. I . - :. - .. .. . ." - IDROPPED.-" .. FLLL WIDUN OF % . . WALL INTERSECTIONS . . - ` LR•E OF EXT. -. - ,' . SI ICAW-CLIP♦ TI(FS COLLAR OG . WALL BELOWr. :I..:'.'. .:'. -....' _: - :. ..,� .E#�D OF EA.RAF-TH2 STRl1CTURAL . (TTPJ1..'! ... - - _ \41 .. ':APB SFEATMNG . ;b CONT:RIDGE;. i - : ,VENT,RTP. _ .. ... ... .. ' ��' I'"I I I .I" 1 1 1 I". 1 .. _ WALLS, O I S .. , , _ . clm.;% - . 1 . 11 I - _ .. '.I i I I I_ 1 :.1 I '.L, i. OVERMAMED BWEA LM . ARCHITECTS N C . . .. :_ RAFTER , OVERFRAn:Eo: .. 8.0't - . :. - - _ ARCHITECTURE,-DESIGN RAFTERS r ARd,1fEC771RE,. . . �. SUITE- -.. ..; CEI141NG BEAM ..- CEILN�IGAMWG• WAKEFIELD.AMASB�4piUSETTS a1288D _ - . - _ AAETFIOD B GLITTER E RAM �-. � :' '..� � _ _ .� 14M 'W 2,005" .. A��9 -ANS COLING Tek(781)248-7807 F>ne,(781)248.1809 LeADS % .(TYPJ - - - ' � DROPPED - o ulwwmrohRects.00m. FR AMONG PLANS _ _ &WP.G i WALL. 4/A7' . _ - :. . .. -y. . .. .. <4)1�'X`I8'LVL : R•otlbetluwir•0�•G•,•d .. "-- :. .. - . 1:1 _ . . .: 5/I2:. 8/12. .. � . ': .. - 'TR°ows`�sirdPswoN/or cT «w" �°' w°r .. ... - .. ..I APD WAT6i - 2X8 COLLAR - . 0 009' . o-• .CE. Y�X6`-SDS W Q.C. 2 OSulWeri PidYrocb Ino: . . . . .: ..SFUaD ON F3•IF07E" .: TIES•3Z.O.G". ASIDE (ALLALL -2XIO�FL. .$T$. G :... .: - .. - - .. : PORGIJ - - ROOF _.,:. .. 2Xi0 WOOD RAFT97S AT -. TO BE 2Xd0 WQOO JOISTS. ... 1. .-. . O O .. ._ .. .- i6'O.C..UN.ESS -TF�2WISE� ."W12X40 STS BAB� � BE°N.N TO AT G ...: .: .�, .'. .. .. ': 'NOTED . .'OROP,PED� NO ITIS ." .LN-ESS .. .. - - R.00F..PLAN (FLu°WIDTH OF'° .. . . 6. ua.,v '' - wALLPAN9.. Kay-Lime, Inc. ._ ROOF F.AMING,PLAN . 2 SECOND FLOOR,FRAMING. torlePadgernttna . " .. .. .. .. 4 ,m•Ie =xa.. ' ." . .. t)eele:.,l9'-N�" North Andover.. 01846 .. . - .. . .. °STRUCTURAL GENERAL NOTES:UNIT HOLD SALEM:VB.LACE,NORTHANDO.VER - - - . . L* AILLLVL BEAMS"SHALL BE I LEVEL by WEYERTIAEUSHRTRUSJOIST' . . . . 1. . . AIL INSTALLAT[ON TO BE PER THE CURRENT MANUFACTURES _ . . - Village / /y RECO lM IIDAT10NS AND SPECMCATIONS.E-1,900:000 PSI,FM 2600 PSL .. �� - Old Salem �Y II l al l e AIL COLUMNS DESIGNAT®ON DRAWINGS TO BE PARALLAM PSL 1.8E 2500Fe, . . . .. P.T..2X10'5 `7 DO NOT TG`NOTCH OR CUT LVL BEAMS OR PENETRATE WITH ANY HOLES _ •16'O.G HATCFED AREA LOOQQBPREEMS DROPPED FINISH FLOOR FROM - . " . . I EXCEPT'AS ALLOWED BY MANUFABTURER. .. - - .. REIv1AWDER.OF BOOR . . _ 2 ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBF-RS OR, � - .� � - - � . � � " . . CONNECT LEDGER . � LESS TO BE NAILED TOGETHER WITH 3 ROWS 16 d Q 12"m FROM EACH SIDE".OR - W ITN 2 RO(NQ- J . - FASTEPF MASTER 7Y . P.T.2X10. A3 SHOWN ON DRAWINGS. .. ... - - .. :.-. 7:. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE TITAN THREE .. .. %_ .. .. - ". . . n . . . . I . .t •x 3 y,•�� LEDGER I I . - MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF IV di-BOLTS, .. � - .. . � � L3) •ICIS . . . ANSI/ASME STANDARD B18.21-1981®12"w.STAGGER OR OFF SET EACH ROW1. I - - (3>2XI0'S - BOLTSSHAIl:B8 PLACED IN SNUG HOLES,WITH AMINIMIJM I:OOB DISTANCB OF ORO�Efl - - - .. ' 2".AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT.OR AS SHOWN ON - . , . ' . - .:. DRAWING _ .. - .. :, 1. _. - - _ : .. 4. :ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 % . - T03.LVIS USB3-X3.5USB4.5"X3.5",ALVLS USE 6'.X3.5"ORAS - 2X10'S• -DROX10'5 _. . " DESIGNATED ON DRAWINGS OR ON STILL AS SHOWN ON DRAWING.:.. . -' . . . '- . .5. .BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5'SOLID TACH SIDE. - COM.(31� )I 1 'i�% �- . . . 4" ' IT OG Route y 4 . .. - 6...ROOF SHEATHING it c.FOR LF FRAMING WITHONAILS®6"OC. Q . Lw N Andover; MA . ." :.-PANNI.EDGES"AND 12"OC.POR ALLFRAMRNG MEMBERS NOT AT PANEL BDOIS. . . . 7. "WAIL SHEATHING TO RE ATTACHED TO FRAMING WITH Bd NILS�6"OC.®.." �' , (?)19i X 51<'i LVL � (3)2X10'5. " : , PANEL EDGES AND-12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. .' - . CORNER SIVDS TO HE A`TTACBED TOGUEHE(L WITH A6D_NAIIS®24'OG OA'AS _ : I. . FUJ%+-FRAMED :DROPPED . SHOWN ON DRAWINGS .. ..•.." - . A . " >R GYPSUM BOARI/"TO HRAIT'ACFII�.I FRAMING WITH TyPB W,UR.r S - �' . . "SCREWS IN ACOORDANCE WITH.ASTM C1002 12"OG AND SHALL PBNE. ..-' . QQ++ _ FRAMING A MIN.OF SB' :: Cw . m. .(�I IX 10 .aw.p.G 5 . .. .: � (3I IFLUSI+FRFAM® OP ... 9.AIJ..OTHL7R FRAbIBNG TO BH PBRTI�7. EDITION OP MASSACHUSHTIS STATE - : . . .. TOP' - &W$. BUILDING CODE.FRAMING LUMBER tM87s pi,B-1,30D.000 p.T ' : . .. - .. yN SEI_ E! ' I0. ALL JOIST AND BEAM HANGERS TO HH BY 9IMPSON SIIRONO TIE, A Un t H 9 . INSTALLATIONAND 14AH240 TO 13B PER MANUFACTURERS RECOMMENDATIONS- .. ,, :: ALL, � 7 . . 'SPECIFIED HARDWARE'MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT- .... ...." COMEOTI LEDGER . Q' ..� Framin �Plans LEADTIME FOR DELIVERY."USESI,iPSON HURRICANE TIE AT THE RAVE END'. � . , � Y � % "WITH 2. � _ � . OFEACH ROOF RAFl731t ORTRUS39:AT1-1D(IffitIOR IMAINGHRS T'O BH CORRISON CONT(3)19i X di FA3TBN•MASTr3t•' SIA•P50N . .PROTHCTBD PBRI'RBSSURB TREATED LUMBIiA MA1Nl1FACIIIRHS Low FLLISI+FRMED - .7I6.7(.314'LEDGER- - AB1144&4S .. .'._ RECOMMENDATIONS,ORSTAINLESSSTEHI-. ...". .. - . . . . I. TL THE CONTRACTOR SHALL BE RESPONSIBLE,TO OBTAIN ANDFOILOW THE ,' '. - "- ' " - ." ." MANUFACTURES I.ATFBT'IN8[ALLATION RECOMIIIRNDATIONB APID . . '. 9PECIrIGTjONB FOR LVLI3EAM8' : q CEIL�� ALLFIRST FLOOR FRAbIING - LO.C. . .. . .: - 12. AIL SUPPORTS,UNDER BEAMS TO HAVB gUFpiC�II.UNINT�LUI'I'BD SUPPORT." : : .. FRAMWG TO(3E 2XI0'WOOD - TO EIE 2XIQ WOOD JOISTS.. . '. ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM." .. .l3.BRING AIJ.IXSCRF3ANCB3S,PROPOS®DEVIATIONS AND ACTUAL FIELD . JOISTS AT I6'.O.C.I.N-ES$_, AT 16'O.C.W.ESS 0TF8iN/I5E . :COHIXTIONS THAI:ARB DEFFERENI:THAN DBFICIffi17.0 THE A.TIMITION OF THE:� �. OT4ENNISE NOTED- � . . NOT. -. � "N'� <ENOD NMMOR'PDPROCCB®IN wrmCONSMUCHON.. _ i u . . I4:000pwATRA1LwORxwnHTHSDRAWI NGAND,ALLOTHERPRaeC? SECOND FLOOR CEILING FRAMING PLAN 1: FIRST FLOOR FRAMING PLAN .. DRAWINGS,INCLUDING DRAWINGS..... .Z' - , . . . . -1$AIL METTt.COLUMNS,BEAMS AND FIRTHS TO BE A-36 STEM::' +. . ... .. u4o, . -_. 16.ALL HIGPOO'ISYSTHFL4 TO BE INSTAf3J3D P. INSTA1* + PIREIGFOOT tAi Goma 6�t9�ov , INsrAl.�LnoNMANUAt. .. � � _ _ .. _ .. `: l7:LOADSP7RSL PIOOR LL 40 PSP;SECOND MOOR 30 PSF,DI:15 PSF,ROOF GROUND - _ 1. .. . ' ` .. .: SNOW TOAD 50 PSF,DECK LL 60 PSP WIND.LOAD 100 MPH.EXPOSURE B. . . - .. '...'. 18 FOUNDATION TO BE CARRIED DOWN TO UNDES U,RHED SOIL HAVING A - .. B7LTERIOADI:C1TSh 8TA1R4 : - .: . I. ..MRIDdUb1 HEARING CAPACITY OF 2 TONSISQ FT', .. .. .. - ET`L WING10AD9 PROI'I:CPED.CO CORROSION . . .. - : '...:: .. AD WI'SF.,BNOW DR[RIIF :COORDBNATETIIPE OP - - . .. • LlVELO .. .. 1. SCALE: As NOted APPLICABLE.AND WIND UPLTFP' s :CORROSIOI�iPROT1.C[ION ISSUED/DRAWN 9V' . . . .. - . ENGINEER:LAW(tILNCK IL OCDEN PJi'. FORCES.S[AIR TREADS:THE" :.REQNRED.WITH THE TYP8 0R;. . - ,-'.. 198 SEAS(MAIN STREE6 - - - - . . . CREATEROF 60 P8R ORA300 PRESSURE LUMBER . • .. "t1EORGETOWN,MA.U1833 . •osw.,__ . .. I .: ' :" .978.36?r8318.aI978-30k5931 . .: _ . _ _ _ _ . .. .' :.- I,B.CUNCENTRATISD LOAD. " N AT ANY '. ".... '.., � ... CHARD AND HAND RAR:$,200 LBS. � PLIEDRIIU�NER`I'ERI IN ANY _... t. (I•TPRUSJOISTLVLBBAM. ..OL.11fl9108. - . .. . ALONG THZ.TOP.GO RAMS BN-: - " . .. _ . . ... .. 50 . .. -. . FILL ... . � ... - � ". � .": � .". .:' � � .; ORITAR[�AINOHN MI AREA .U- 9PItCIPIHD FRAMING HARDWARE REVISED/REVISED BY .. '; - . .. _ .. . _ .. " I(Q A4 1. " .T019G.FI.'.�. � MAY REQUlRB A81TCIAI.ORDER" REFER TO 91MPSON STRONG-T� 'ALLOW SUFFICIENT.LEAD TIME. . . . . .. .. .. DECKPRAMI NG CONNECI[ON FOB DELIVERY.NO. GUIDE FOR CONNECTION ` 8UBBIIIVTTON9 WILT BE, _ . - RBQOIREtHENTB AND DSIAILS.. . . ALLOWJSD WITHOUT APPROVAL .- . " - . - _ .. I . . " ' . . . 1. CONSULT ENGINEER TO VSRIRY' FROM THE ENGIN... . ' - .: : . DJLCK DILSICN PRIOR 70 .. . . . .. � CONSIRUC110N.,:'. .... . JOB NO• .O . -. E SH Ef NUMBER. li, 1 . 1. 1. . . : + . + . :.- - .. . + � ... . . . . ,� _. - ... . ..- . . . . . I 1. . 1. � � ' ' : � .I .. . . . . . '. . . .. . � I . . - . . . . �' � . . � I . .... + .. . . . . ..- - - .. .+. :. . . I-- I . . . .. . .. . . .. . . � . I I . . . . - + . .. .1 I. .. . . + . . A 6 :. - . . .. 11/7- 3.O.C. . . - . I .1 V. .. .: _ :i.- - . JOIST i. .. - . SHEATHING EDGES i . . . I. . _ .. .. CASW . & _ .. _ 3 PHZ 9.OGC TOE NAILS•6.O.C,. 1. •r' • T LL.7 % .-. . - . .. - .` - CONFECT DRYWALL WITHYTTPE W ORS - I I- I1 3 ROWS So NAILS•17 OC: I I .1 1 IVXN .. i .. . . .. . .. • SCREWS!IT O.C.PSR ASTM 01002 W/.MIN - I I . I.1 . ' - _ I I 1:1 0 1 S I : . -. ', : :' PENETRATION OF 96'.iTYPJ . _ - - 1 1. >I 1 .• .I I P . . . • ._.. . (S c sHeATHRNG.To I EAoez wlna :. . : LT S N.C. .. . ... - ; - .. ": COMMTON.NABS W 3'O.C..GRD'AS - .1 C : . . ._ .. : s-IDWN ,�; ,,. �J H J T E C�-PLANNING . : . II Il. /�R •I i I I .ARgi � . . .,- - _ .. .. .. . - .:• 1. _ . . - � . . .., ... . . . . I, : . � - . : .�� .1, . , . u 1. . .. I- . . I . ,i l.. I I 'I l I I' " .gg- � �0 . MASSACHUSETTS 91890 .. 'i l I I 20,EOGEw . . . ,.. • . _ _ . . • I I t I 'I I I I' wAIa3=Iao, g . a .. .� Tel. 48-1 . _ :3-I6D S3 'X J3S7 IL .I' BLOCKWG.I. SI�ATWNG.:. . LOCATION. .. iror a..wp r�e.p.gooybn. DOUBLE .. S EVHRY 1 Fs :-ail• - •I L;=_: I w:a...a . - -'^.,:. - - - - brut tl.w bw.mbl�b6lntammw I. JOIST OR BEAM iF_a-.. {I ' - II_--.-7• :. .. .:..' - - .. rrirC b tll lm-octl baelbv': )<i NA .: . . .. - % .. rModclMbl sy T•.bp.In Mbl.. I - .. .. ..- _ _ .. .. II I.I. i1 Ii R..... .. ., ... .: ... :. - ��� � �� I I� l V•R r walea.a wwv..r.w.u.n 1. .. - _ . . .. J I I I CONFECT SHEAT1aiNG TO ALL STUDS af0'BtamNdirob..p.' ,I 1. I I .. :�.PLATES SILLS APp BLOCKING WITH 2 I I '... ��I(• O 2008 O"i�lMeir ArdYOeob era . .. : . - :. .: .. . � .. .. ,II II : II II 1. II II ..' - 14 II ' . , - j .. . .. .. .... .. . - .. .. .. .. '.- . .. : .. .. . . .. . . . . .. :. .. : - . .. .. ,,. :: .. ._ II 11, II'_' 'Il .. : ':_ - - . . .. ., .. �� ..�". I I. - �I I,�. ''l l -" -� 11 � KBY�Li Inc. . .., . II LI '1I II .io Hepe Drive - - 1. - - . .. L� - 1 L---1 - North Andover-MA 01845 I. .. - I L I I . - . . �' SSE GARAGE DOOR SHEATHING REQUIREMENTS 1 4 METHOD 5 GYPSUM WALL I 1 I. . i. , , I Old Salem Village __ I 1 . N --.._ '..�____ ___"_"'-...._�__� __ . ' _ - - .. .HEADER TO EXTEND OVER W PANEL - .. I . . .. . .PRESCRIPTIVE - F.' _�____�_-_ __-____ - __ _ . BASED O1120 2006 # - ALTERNATE 1260210.6.2 . I I._ .. . .4• '.16', ', :: - .. _ SEE GARAGE DOOR III (D IYl.X 16'LVL III M . . . .. 1 . TYPICAL LVL O�Fr'TION PATTERN - ..:: I . .. I . . .. ALL OTHER NAILING NOT SHOWN TO BE W ." lr SHEA - . \ . THWG REOUIREMBNfS I I I j . � CONFORMANCE WITH TABLE 5602.30).OF THE. .' - ' < .. .. ' ` MASSACHUSETTS CODE 7TH EDITION .USE WHEN WALL Is OUT OF � COMECTRATE TO HEAD6i WITH-2 R01N5': -1 . ,. FRAMINGNOTESr. iIPEwInMBIRAC®WALL BT: I .N II. R.OUt@" . 4 MORE THAI)4' 16D NAILS(3 X{'X 1337 EVERY 8' 'N I . : .. - ' ; . 1. . . 3-16D EVERY 6'OF _ . L ALL FLOOR JOISTS.RAFTERS E CELWG,JOISTS TO BE. . BRAC®WALL.. L . . _ I - 16•-O.C.UNLESS.OTHERWISE NOTED.' . . � i - _ . . - . : 1LLL ��North Andover MA 2. PROVIDE IX3 MIPSPAN BRIDGING AT ALL SPANS OVER- -- -- - - ,_ ' O SIMF.SON LSTA24 STRAP AT EA END OF �' ... '.. :.. ' 10.FEET OR AS RECO1MfM8•D®BY F.�NT•R`F132ED L1hBFR .. . SEE PLANS AND SECTIONS" . _ .OPENING ON INSIDE FACE OP.WALL p� . . . ..'. FOR . M/NRJ•ACTLIREt CRAFTER CLIPS ' _ a O.. AND S"PAIv• o p OO ' .. 3, 15OLBLE ALL JOISTS BELOW PARTRIONIS PARALIJ3_WITH TIONS ___-_- ---_ ZO % ." (O _ .. . . JOISTS ' .F . 1. _ I 4. PROVIDE OOI.BI.E JOISTS ON ALL,SIDES OF OPENWI : tiL.BLOCKRNG 8D•b'O,C. .. w. Q CONNECT RATE TO HEADER WRH'2 ROWS Q .. � �I UNLESS OTF�RWISE NOTED. .:. I. . `I6D SINK92 NAILS•T,O.C.: . U t'l 1 t iii: 1. .' o4a �. Framin(� Runs 5: PROVIDE L2).2X10 HEADERS AT.ALL DOOR AFD WINDOW, COI,;-T DRYWALL W/TYPE'W IL .. .� a I . .' OPEaN1Gs MARION AS bOR)UNLESSOTHERWISECTI-B2WI.1 NDTID. - . . oR s sbaEws•lr oa PSR ASTM . 6 ALL FiiAMING.LLASER TO HAVE,A MINMUM FIBER . . 01002 W/MIN 'PENETRATION - ; . Bl.ocKwG.FOR SHEATHING 4'-0•' I . - STRESS(F B)OF 1000 AFD.MINIM IM MOp1US OF - (TTP.): F 96• ANCHOR BOLT W/' . ELASTICITY m OF 1,200.000 T I. __ SSS . :. .. . . 7:MICROU AM dW,PARALLAM�b TIMBERSTRAND O,S14. �� - - _ ... .. . AND TJI/PRO SERIES ARE REGISTER®'TRADE MARKS .' . . . .. .. . .. .. .. ...: _ -. ABOVE TOP. FOIIDATION A307`S WASHER RATE .. - .t - . . COMECT SpEATHRNG - . .. y 6 ANY SLBSTITLfTION OF OTFM32 MAPIFACTIREi^....- W11H 8D f 6'O.C.All. _ ,_.. . .I] .CONECT WITH-3.16D SINKER NAILS 'A307 BOLT r.EMB. .. .. JOIST .. -ENGINEERED WAGER MAT'BE CHECKED APD'VEZIF... BY .�PANEL EDGES AND Ir O.C. � . � � � '' � . -. CONTRACTOR�. .- ..., . AT NWIOR LOCATIONS" .. '. I . 9. MANJFACTli2HRS SPECIFICATION REGARDWG .. SIM?SON STHD 14 STRAP TIE ": . . h__ . . INSTALLATION OF.�BJGIL LLNHER MJST BE FOLLOWEfl. , --- --- C�OMEC�STUDSW NAILS It O� HOLD DOWN'AT EAB.D OF $ :Gll glo4 .10._ALL WOOD W.CONTACT WITH CONCRETE 02 MASONRY- CEO WALL.... . _ _ IN ' MUST BE PRESSI.RE TREATED...: - .. - . . . 6D EVERY 16'OF SPACE .. .. WALL PANELS,EMBED.14' �o ' :. 121 - 8D NAR.S,C�14°X_J13.1 . .I .CONCRETE I (D 2X6.P.T.S„ W/ • .. 11. ALL POSTS SHOWN ON BUILDING OR FRAMWG PLANS : - SILL SEALER .. . - U`DER BEAMS SHALL BE CONTINUOUSLY SUPPORTED DOWN .I . 70 FOLWATION WALLS,OR COLIMJS W THE BASIBu-.. f .. . _' 160.NAILS(31Q X J35'k SCALE: As Noted ' 12.BUIIIDING DESIGN LOADS ARE AS FOLLOWS - - - - - c -- - --_ _ - _ROOF- . '50 PSF ... %'0 ANCHOR BOLT W/ _ -' e ..CERiNgs, : ..4O PSF - . FLOORS RYP}' . 50 PSP 7 BOW T - . f REBAR AT TOPE.: ISSUED/DRAWN BY. . . :'. -. Fi00RS mEDR00AS),.-40.PSF: . ------ -- - .. . . .. .. BEARING WALL9 IOa X HEIGI-1T OF WALL: SD•&O.C.RIM 90ARD .. - O6/O$/200LJ. . .. .. .TO RATE 2TYPJ -JOIST -- _ _ - . .. ..:... STHD 14 . BOTTOM OF WALL I .. esr•�ae..4m . . . . . . - -- - - STRAPS ..- 24. . M 40WEL . : . �. AT CORINER �`14 - REVISED/FIE10Sm BY .. - 1. ` FRAMING NOTE. � .. _ _ - - _ - _ _ - _ _ __ _ . _ THIS DRAWNB IS'A GRAPWC REPRESENTATION OF THE - .. �. .. - .�- . ..' FRAMING FOR THIS STRUCTURE CONIRACTOR�SHAIJ.NOT ANCHOR MAX:O'O.G OR, . . . .' '. :SCALE 11-tS DRAWING FOR THE LOCATION Oe FRAMING.-:. - WN ON DRAW WGS MIN 2: . . - .. . MEMBERS REFER TO THE PLANS:ELEVATIONS.AND '" ; : . <. .. EIMTS WALL-SEGMENT. ' ! % 'SECTICNS.F.R DIABJSI. A-. 6ElGHRS,'.. .. .. - - .. - .. _ . COMECT 3 b1EMBEl2 LVL SEAMS Wr H 2 ROWS: . ." .. . . . . � w OPE STORY. .. . . N - NVATE WITH GARAGE DDDR ROUGH oPaNNo ` M N .joB NO: 04022 !I Y 41F.SIbPSON.SDS-i 16'FROM E.4.SDE . '. .. _ . - . - - . . - 24'FMT OF 2 STORY CONNECT 2d.8MBEi LVL BEAMS.WITH 2 ROWS . . .. - .. .. .: _ .. - . .'SHEET NUMBER I.- , ,. V X 3W SIMI-540N SDS•16'FROM I SIDE: . . .. - 3 BRACER WALL PANEL ADDITIONAL.CONN.ECTIONS EXTERIOR WALLS. 1 S�NGLE GARAGE..DOOR FRAMING REQUIREMENTS . . .. . . .. . . - ... .� . . . I �. i . .�:.., ... . . . - . . .. .1 . . � . . . . . .,. 7.. . ..� �. �. . ..- .. ...: . �. . I .� .. . I1 �- , . . 1 . �: ...... . . . . . . . . I � � . , . . . . .. - 1 .1.. �. . .. .. .. . . .� . .- � . . ' . . I . A7 I - . - _� ., . . .. . . , * � . . .. - . . . . . . � . , . . . . .