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6 VERONA ST - BUILDING INSPECTION (2) "fhe Commonwealth of Massachusetts CITY OF 1 Board of Building Regulations and Standards Sr1LEM j Massachusetts State Building Code, 730 CMR Revirerl,b&n•2011 Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Tivo-Fancily Dwelling This Section For Official Use Only Building Permit Number: Date. pplied: a � Building Official(Print Name). Signature- D, e SECTION f:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&r Parcel Numbers �2rmnp ST I.I a is this an accepted street?yes_ no Map Number Purcel Number 1.3 Zoi Information: 1.4 Pro erty Dimensions: Zoning District Proposed Use Lot Area(sq It) Frontage(If) 1.5 Building Setbacks(It) Front Yard Side Yards Rear Yard Required Provided L Required IZ-, 1_ Provided rL, Required_ Provided i >— `'7 5 I n , /S /2_ /G 30 1 i So 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood Zone? Public Private❑ Check ifyesEr. Municipal WOn site disposal system ❑ SECTION2: PROPERTY OWNERSHIP' 2.1,q wncrtofRecord: i 7) eenp [ct Ly�r, l,�Q (tme(Print) City,State,ZIP No.aid Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED 1 ORK=(check all that apply) New Construction Existing Building❑ Owner-Occupied Repairs(s) ❑ Alteration(s) ❑ 1 Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units Other ❑ Specify: Brief Description of Proposed Work': /7.am/ Ro SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials) I Building $ /J y�pOD 1. Building Permit Fee:S Indicate how fee is determined: =. Electrical S Sa yt� ❑Standard City/town Application Fee ❑Total Project Costa(item 6)x multiplier x 3. Plumbing S /,w o0 �. Other Fees: $ 4. Mechanical (fIVAC) $ 0'pti List: 5. Mechanical (Fire S Su>>ression) "fotti All Fees:S Check No._Check Amount: Cash Amount: r 6, Total Project Cost: S �yD Ol7 ❑ Paid in Full ❑Outstanding Balance Due: l'�--[ SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) (5 ,h S00 z I— I�l Z3 y nJ 7/� ��/Y✓7�/'�rs' License Number 7 Expiration Date Name of CSL Holder V List CSL"type(see below) No.and StreetGt Type ' Description - S� U Unrestricted(Buildings ti to 35,000 cu. It.). R Restricted 1&2 Family Dwelling Citylrown,State,ZIP M Nfisonry RC Roo ring Covering �y WS Window and Siding SF Solid Fuel Burning Appliances 1 Y cc11 L Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date I IlC Company Name or HIC Registrant Name u�77 n ) Ly No.and Street Email address City/Town, State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.,152.¢ 25C(6)) . Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .,........ No........... ❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN­ OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner of the subject property,hereby authorize t9 act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNEW OR AUTHORIZED AGENT DECLARATION am entering my n, w ere attest under the pains and penalties of perjury that all of the information contained in tl ' t�I' do is true d accurate to the best of my knowledge and understanding. /0/X/%J Print Dw ier's or thorized Agent's Name(Electronic Signature) Dane NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found,at www.ntass."'(Woca Information on the Construction Supervisor License can be found at wwtv.nmii.,ov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq. fl.) (including garage, finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches y Type of cooling system Enclosed Open 3. "total Project Square Footage"may be substituted for"total Project Cost" n 1p- - - . . . _ — .— SoumVHOMb Co" ° ©PEA 6. . .T . , t a.�< AIYlhIDWk \so > ME ULT s T\ ! > > ss 59 Real Estate Experts for 30 Years l Got a Problem Property,CALL ME NOW For an Honest and Fair Evaluation of your property.Cash Offers,Fast Closings, Call/Text Me First Dan Dandreo 781-985-4059 ddandreo@aol.com '� to m. �_ _ . . - - yl _ _ i CITY OF SALEM ROUTING SLIP New Construction Certificate of Occupancy LOCATION6 V�J1 A-- 91— DATE ASSESSORS DATE 93 Washington CITY CLERK ATE 93 Washingt . PUBLIC SERVICES DATE 120 Was ton St. r WATER DATE )A6 1 14 120 Washington St. I y CROSS CONNECTION DATE i No 0vyi eb r' 5 Jefferson Ave PLANNING t —� DATE 1 Z 1" 20(4 : 120%W4shington St. CONSERVATION DATE I 120 Washington St. ELECTRICAL BATE 48 Lafayet t FIRE PRE ENTION DATE 2) 29 Fort Avenue &Y HEALTH L DATE 1 120 Washington S . BUILDING INSPECTOR DATE 120 Washington St. . Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-050032 DANIELJ DANDUO HI ' PO BOX 368 •-°� SWAMPSCOTT MA 01907 Expiration Commissioner 11/23/2014 CITY OF SAIxm) 1ANSSACHUSETTS _ BUILDING DEPAELTMENT 3 1 y t 120 WASHINGTON STREET, 3-FLOOR �e TM (979)745-9595 F.L.sc(978) 740-9846 KIJIBERLHY DRISCOLL MAYOli THo&w ST.PiPJiR13 DIRECTOR OF PUBLIC PROPERTY/BUBDING CO\L\BSSIONER Workers' Compensation Insurance Affidavit: Buildens/Contractors/Electrfelans/Plumbers Applicant Information Please Print Le ibex Nan1C(0usins'asrOrganiratiory Individual): 14-jnoS C•u-� (� Address: 3 � t"n�N 'll 2d City/State/Zip: SG^')'nr" hail NeplPhoneM: 9 5- 3 Arc you an employer?Check lite appropriate box: 'type of project(required): I.9 i am a employer with 4. Q I am a general contractor and 1 6. ❑Now construction etttployees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working.fur me in any capacity. workers'comp.insurance. 9, ❑Building addition (No workers'comp.insurance 5.0 We are a corporation and its required.) officers have exercised their 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption perMGL 11.❑Plumbing repairs or additions myself.(No workcra'comp. c. 152,410N and we have no 12.❑ Roof repairs insurance required.)t employees.[No workers' l3.❑Olitar eump;insurance required.) •Any appllaun that checks bon 01 most also fill out tits,ecliee below showing their"keo'mmpmsatica policy infurmotlon. 'I homeowners who submit this atlldevit indicating they ate doing all work and then him outside contractors must submit a new affldava enduing such. :Commaon that ch«k this box most anachsd an adwaunal sheet,hawing the name of the subsontiactom and their wurkms'n,mp.policy Inferrwaon. fain an efnp/oyes'fhat is providing workers'compensation hssarance for my emplayeesi Below/s the policy and fob sits injorurulierm �, Insurance Company Name: Policy H ur Scif•ins.Lic.4: G W? 73 -0-/ 3 � Expiration Dote: —/c/ Job Site Address: to 11t_nr'>7 A 5 r City/Statelzip: S"� 1"7 rq- b l`j7o Attach a copy of the workers'compensation policy declaratloa page(showing the policy number and expiration data). Failure to secure coverage as required under Section 23A of VIOL c. 152 can lead to the imposition of criminal penalties of a tine up to S1,500.00 antVdr one-year imprisonment,as well as civil penalties in the form of STOP WORK ORDER and aline of up to$230.00 a day against tit iolator. 13e advised that a copy of this statement may be furworded to the Off ice of Invesliguliunr ofthe DIA for' s mu v ovcriticatiun. l do hereby certify im h ns m peuahles of par/ury that lire btfuraraflon provided ubuver is true and correea l t 6 )ate: I f/ZS// Phone,* 7 B/7 S`S yo y 5 OJrciul use urdy. Do not write in thus arru,to be completed by city uptown o lclal City orTuwn: Permitil.lcensex Issuing Authority(circle one): 1. Doard of health Z. Building Department 3.Cityffown Clerk 4. Electrical hupector 5. Plumbing Inspector 6. Other Contact Person: ( 04 04 CITX OF SAL E1 i, l�WSACHUSETTS a,Slam BUILDNG DEPARIMENT \ 130 WASHNGTON STREET, 3AD FLOOR TEL (978) 745-9595 F.LK(978) 740-9846 Kl�LBERLEY DRISCOLL NfAYOR THO\tAS ST.PtEm DIRECTOR OF Pmic PROPERTY/HL'II.DNG CONNISSIONER Construction .Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris, and the provisions of MGL c 40, S 54; Building Permit# is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c l 11, S 150A. The debris will be transported by: A4 ,-f �n� (narne of hauler) "rhe debris will be disposed of in (name of facility) (address of facility) i nature o permit applicant to �L�'li3 date l"I ZOCi� [ Professional Land Surveyors Et Civil Engmeers ' ESSEX SURVEY SERVICE. 1958 - 1986 OSBORN PALMER 1911 - 1970 BRADFORD & WEED 1885 - 1972 PLOT PLAN OF LAND LOCATED IN SIkL�h1 MASS. 6r- -r }` zz' ZI BOG 5r JR j o a% N ?o,g2: ,i SZ3S e- I hereby certify to the '5wzt / ' ZONE: Q� LOT AREA; Building Inspector that the pro wl �I�GSd LOT FRONTAGE: posed construction shown conforms lk -FRONT YARD: �5 SIDE YARD: &/--r , REAR to the 'YARD: 36h dimensional zoning of �iyLCAl mass. n t Y g/ 'DATE-, S� L(o 2G/J REV, OGI 8 2013 REFERENCE:. 04 BK 4m PGG9 ChridfarEer R. 317�.« No.31317 O 104 LOWELL STREET ..FGvsT` ti yF fi? ' PEABODY, MASS. 01960 (978) 531-M1 FAX: (978) 531-5920 1GW13 DOE Building Foundations Section 1-1 Table of Contents Chapter 1:Intro Chapter 2:Basement Chapter 3:Crawl Space Chapter 4:Slab-On-Grade References ' 6 Vernn,� S- , S A 1 •� � � an��v,i+vroms 4.1 Recommended Design and Construction Details A typical configuration for a slab-on-grade foundation is shown in Figure 4.1: STRUCTURAL DESIGN D • _t' ' The major structural components of a slab-on-grade foundation are the floor x ir,E s slab itself and either grade beams or foundation walls with footings at the perimeter of the slab(see Figures 4-2 and 4-3).In some cases additional footings(often a thickened slab)are necessary under bearing walls or a colunms in the center of the slab. Concrete slab-on-grade floors are generally designed to have sufficient strength to support floor bads without y reinforcing when poured on undisturbed or compacted soil.The proper use of welded wire fabric and concrete with a low water/cement ratio can reduce shrinkage cracking,which is an important concern for appearance { C 111 and can aid other radon infiltration control strategies. Foundation wads are typically constructed of cast-in-place concrete or concrete masonry units.Foundation walls must be designed to resist vertical Figure 4-1:Slab-on-Grade Foundation with loads from the structure above and transfer these loads to the footing. Exterior Insulation Concrete spread footings must provide support beneath foundation walls and cobrrns. Similarly,grade beams at the edge of the foundation support the superstructure above.Footings must be designed with adequate size to distribute the load to the soil. Freezing water beneath footings can heave,causing cracking and other structural problems. For this reason,footings must be placed beneath the maximum frost penetration depth unless founded on bedrock or proven non-frost- susceptible soil or insulated to prevent frost penetration. Where expansive soils are present or in areas of high seismic activity, special foundation construction techniques may be necessary.In these cases, consultation with local building officials and a structural engineer is recorrnnended. WATER/MOISTURE MANAGEMENT In general,moisture management schemes must control water in two states. First,since the soil in contact with the foundation and floor slab is always at 100%relative humidity,foundations must deal with water vapor that will tend to migrate toward the interior under most conditions. Second, liquid water must be kept from accumulating around and under the foundation. Liquid water comes from sources such as: • Uncontrolled flows of surface water • High water table • Capillary flow through subsurface foundation assemblies 10/30/13 DOE Building Foundations Section 1-1 ' am�miJdntromp Downspouts cagon away from foun No subsurface drainage required Flashing unless site is wet Metal termite shContinuous capillary break. Ground slopes afoundation(6in 0 6 mil vapo Slab elevated at a i. 4 o barrier least 8 in.above grade /- •0 o • b Rigid Insulation t // i. D- (optional) Protection board aQ b`D• Gravel layer ads as o i capillary break. , D � •n Vp7 o -o a 'o 1 q 4 ca p ,p d o a D d d 0 D O Figure 4-3:Drainage Techniques for Slab-on-Grade Foundations Techniques for controlling the build-up and movement of moisture in the foundation are an essential component of the overall construction. Improper moisture management can lead to structural damage, damage to floor finishes,and mold growth,which can be very costly to repair and hazardous to one's health. The following construction practices will prevent excess water in the form of liquid water and vapor from creating problems. This is done by using adequate drainage and by the use of vapor retarders. These guidelines and recommendations apply to thickened edge/monolithic slabs and stem wall foundations with independent above grade slab configurations(PATH 2O06). These two slab-on-grade configurations are illustrated in Figures 4-2 and 4-3. • Manage exterior ground and rain water by using gutters and downspouts and by grading the ground around the perimeter at least six inches of fall over ten feet of inn. • A vapor retarder such as a 6 roil thick polyethylene,sheetshould be placed directly below the concrete slab (DOE 2009). The vapor retarder will prevent moisture in the ground from diffusing through the slab and into the building. It is recommended that the vapor retarder be in direct contact with the concrete slab and that no sand or gravel be placed in between(Istlburek 2008). A capillary break layer consisting of three to four inches of clean gravel(no fees)should be installed below the vapor retarder. This layer helps to further prevent bulk soil moisture from wicking up to the slab and allows for that moisture to be drained out if a drainage system is installed(PATH 2O06). • Add a capillary break(a closed cell foam sill sealer or gasket)between the top of the concrete and the sill plate to prevent moisture migration between the concrete foundation and the wall structure above. Similarly,to limit the amount of groundwater absorbed through the footing,isolate the foundation from soil moisture with membranes or other waterproof materials. For integral grade beam designs, extend the sub-slab vapor retarder under the footing,bringing it up to grade level II 10/30/13 DOE Building Foundations Section 1-1 There gre several'differGnt floor finishes that can be employed on a slab-on-grade foundation,however impermeable materials like vinyl flooring should be avoided because they prevent slab moisture from drying to the interior of the home. Moisture resistant finishes such as tile, terrazzo, and concrete stains are recommended specially for humid climates. Moisture sensitive finishes such as carpet and wood flooring may also be used. For these to be used appropriately,however, sub-slab, slab surface,or slab perimeter insulation should be used to moderate the slab temperature. Low temperatures can cause condensation on the slab, leading to damage to the finish as well as mold growth. Once the concrete for the slab has been poured,it will still contain large amounts of moisture and has to be allowed to cure. It is recommend that low water content concrete be used to reduce the amount of left over moisture that needs to dry after the slab is set. To prevent cracking and warping during the curing process, damp-curing techniques should be used in conjunction with welded wire fabric reinforcement. Horizontal, continuous,#5 rebar reinforcement at the top and bottom of stem wall or thickened slab edge should also be used to prevent cracking(PATH 2O06). The slab should be allowed to dry sufficiently before finishes are installed(Lstnburek 2008). • Where applicable, include a four-inch deep, 3/4-inch diameter(no fines)stone bed above the ground and right below the vapor retarder. This functions as a granular capillary break below the vapor retarder, a drainage pad,and an air pressure field extender for the soil gas ventilation system DRAINAGE AND WATERPROOFING Since slab foundations do not enclose interior space,traditional waterproofing is often not required. However a continuous layer of capillary break/vapor retarder materials is required between the ground and the interior/above grade portions ofthe building. Depending on foundation design,this can include subslab vapor retarders,sill sealers,gaskets,waterproofing membranes, or other appropriate materials. Rain water can be properly managed by using a well designed gutter and downspout system and by grading the ground around the foundation (6 inch drop in 10 feet)to channel water away from the foundation(I-stiburek 2006). The slab should also be elevated at least eight inches above grade to prevent water accumnating at the foundation(PATH 2O06). Since slab foundations place all the living space above grade, subgrade drainage is not always necessary. In some cases where seasonal surface water pooling may occur, or on sites with impermeable soils,it is recommended that a foundation drain be installed directly beside the bottom of the footing as recommended for basements and crawlspaces. The foundation drain assembly includes a Sher fabric, gravel, and a perforated plastic drain pipe typically 4 inches in diameter. The drain runs to daylight or a sealed sump.. i 1OW13 DOE Building Foundations Section 1-1 LOCATION OF INSULATION Insulation is included in slab-on-grade construction for two purposes: 1. Insulation prevents heat loss in winter,and _ heat gam in sunmmer. This effect is most r , pronounced at the slab perimeter,where ------• the slab edge otherwise comes in direct contact with outdoor air. 2. Even in climates and locations(slab ` e.perimeter vs. middle)where slab insulation may not confer large energy benefits, e thermal isolation of the slab can prevent l cool slab temperatures that can otherwise a b cause condensation inside the house. This can lead to mold and other moisture- related problems, especially if the slab is carpeted. A wide variety of techniques can be employed to insulate slab-on-grade foundations(Figures 4-4 and 4-5).Good construction practice demands elevating the slab above grade by no less than 8 inches to isolate the wood framing from min splash,soil dampness,and termites,and to keep the subslab drainage layer above the surrounding ground. The most intense heat losses are through { this small area of foundation wall above grade,so it requires special care in detailing and installation c d Heat is also lost from the slab to the soil,through which it migrates to the exterior ground surface Figure 4-4, Potential Locations for and the air. Heat losses to the soil are greatest at Slab on Grade Insulation the edge,and diminish rapidly with distance from it. In hot climates,direct coupling of the soil to the slab may moderate cooling loads,though at the risk of condensing moisture from the indoor air. Both components of the slab heat loss—at the edge and through the soil—must be considered in designing the insulation system Insulation can be placed vertically outside the foundation wall or grade beam This approach effectively insulates the exposed slab edge above grade and extends down to reduce heat flow from the floor slab to the ground surface outside the building.Vertical exterior insulation(Figure 4-4b) is the only method of reducing heat loss at the edge of an integral grade beam and slab foundation For stermva➢foundations,a major advantage of exterior insulation is that the interior joint between the slab and foundation wall may not need to be insulated,which simplifies construction One drawback is that rigid insulation must be covered above grade with a protective board, coating,or flashing material Another limitation is that the depth of the exterior insulation is controlled by the footing depth However additional exterior insulation can be provided by extending insulation horizontally from the foundation wall. Since this approach can control frost penetration near the footing,it can be used to reduce footing depth requirements under certain circumstances(Figure 4-5a). This method is known as a"frost protected shallow foundation"(FPSF). A variation for unheated buildings is shown in Figure 4-5b. See NAHB(2004)for more information on this technique. This technique can substantially reduce the initial foundation construction cost. Exterior wall insulation must be approved for below-grade use. Typically, three products are used below grade:extruded polystyrene, expanded polystyrene, and rigid mineral fiber panels. (Baechler et al 2005).Extruded polystyrene(nominal R-5 per inch)is a common choice. Expanded polystyrene(nominal R-4 per inch)is less expensive,but it has a lower insulating value. Below-grade foams can be at risk for moisture accumulation under certain conditions. Experimental data indicate that this moisture accumulation may reduce the effective R- value as much as 35%-44%. Research conducted at Oak Ridge National Laboratories studied the moisture content and thermal resistance o1 foam insulation exposed below grade for fifteen years;moisture may continue to accumulate and degrade thermal performance beyond the f 10/30/13 DOE Building Foundations Section 1-1 fifteen,year time frame of the study. This potential reduction should be accounted for when selecting the amount and type of insulation to be used(Kehrer, et at, 2012,Crandell 2010). . 4 a b `a a c Figure 4-5: Potential Locations for Slab on Grade Insulation Insulation also can be placed vertically on the interior of the foundation wall or horizontally under the slab(Figures 4-4a and 4-4c). In both cases,heat loss from the floor is reduced and the difficulty of placing and protecting exterior insulation is avoided.Interior vertical insulation is limited to the depth of the footing but underslab insulation is not limited in this respect.Usually the outer 2 to 4 feet of the slab perimeter is insulated but the entire floor may be insulated if desired. Remember that condensation control is an important consideration, along with heating energy use. It is essential to insulate the joint between the slab and the foundation wall whenever insulation is placed inside the foundation wall or under the slab. Otherwise, a significant amount of heat transfer occurs through the thermal bridge at the slab edge. The insulation is generally limited to no more than 1 inch in thickness at this point. Figure 4-4d shows insulation under the slab and at the slab edge to control the temperature of the slab with exterior insulation laced vertically and horizontally to prevent frost penetration to the footing. mP � P ➢Y ➢Y P P Another option for insulating a slab-on-grade foundation is to place insulation above the floor slab(Figure 4-5c). This maybe the only option for retrofit applications. It can be appropriate for new construction as well,especially when wood is the desired floor finish. These techniques have critical details that must be followed to avoid moisture problems;fWl descriptions can be found in Lstlburek(2006). Other specialty systems can be used for slab-on-grade stemwalls. These include insulated concrete fortis(ICFs),post-tensioned slabs, and systems that place foam insulation between two layers of cast in place concrete. 1GW13 DOE Building Foundations Section 1-1 a°um�uniurrotin Pressure-preservative treated sill plate 8-in.min.above grade Wood siding bin.min. above grade Fill joint with caulking Metal termite shield. sillsealerabove } / and below--,� s 1 a -r Bond beam,cap block,orfilled } Remove roots,trunks, u rcourse r and scrap wood from of masonry wall foundation area Treat soil for termites 4 Minimize soil moisture -Use gutters and downspouts p •p ., � � C cv a p - -Slopegradeaway fromfoundation e.•" oQ.o '� pia o Figure 4-6:Termite Control Techniques for Slab-on-Grade Foundations TERMITE AND WOOD DECAY CONTROL TECHNIQUES Techniques for controlling the entry of termites through residential foundations are necessary in much of the United States(see Figure 4-6). Consult with local building officials and codes for fivther details. 1. Minimize soil nmisture around the foundation by surface drainage and by using gutters, downspouts, and mnouts to remove roof water. 2. Remove all roots, stumps, and wood from the site. Wood stakes and form work should also be removed from the foundation area. 3. Treat sod with tenniticide on all sites vulnerable to termites(Labs et al 1988). 4. Place a bond beam or course of solid cap blocks on top of all concrete masonry foundation walls to ensure that no open cores are left exposed.Alternatively, fill all cores on the top course with mortar.The mortar joint beneath the top course or bond beam should be reinforced for additional insurance. 5. Place the sill plate at least 8 inches above grade;it should be pressure-preservative treated to resist decay. Since termite shields are offen damaged or not installed carefully enough,they are considered optional and should not be regarded as sufficient defense by themselves. 6. Be sure that exterior wood siding and trim are at least 6 inches above grade. 7. Construct porches and exterior slabs so that they slope away from the foundation walk are reinforced with steel or wire mesh,usually are at least 2 inches below exterior siding, and are separated from all wood members by a 2-inch gap visible for inspection or a continuous metal flashing soldered at all watts. 8. Fill the joint between a slab-on-grade floor and foundation wall with liquid-poured urethane caulk or coal tar pitch to form a temlite and radon barrier. 10/30/13 DOE Building Foundations Section 1-1 awnmavn.eae�ix Fill jointwith caulking Reinforce slab and use concrete with low water/cement ratio to reduce cracking 6-mil poly layer under slab extended overtop of foundation wall Bond beam,cap block, '@' or filled upper course of masonry wall it 4-in gravel layer/ Do not placeducts connects subslab space under slab. to depressurization 11, Use solid drainpipes Use stack with mechanical traps in the floor. {. o a ii ep Figure 4-7:Radon Control Techniques for Slab-on-Grade Foundations RADON CONTROL TECHNIQUES The following techniques for minimizing radon infiltration through a slab-on-grade foundation are appropriate,especially in moderate or high potential radon areas(zones 1 and 2)as designated by EPA(see Figures 4-7 and 4-8). To determine this,contact the state health department or environmental protection office. 1. Use solid pipes for floor discharge drains to daylight or provide mechanical traps if they discharge to subsurface drams. 2. Lay a 6-mil polyethylene film on top of the gravel drainage layer beneath the slab. This film serves both as a radon and moisture retarder. Slit an`k"in the polyethylene membrane at penetrations. Turn up the tabs and seal them to the penetration using caulk or tape. Care should be taken to avoid unintentionally puncturing the barrier; consider using riverbed gravel if available at a reasonable price. The round riverbed gravel allows for freer movement of the soil gas and has no sharp edges to penetrate the polyethylene. The edges should be lapped at least 12 inches. The polyethylene should extend over the top of the foundation wall, or extend to the outer bottom edge of a monolithic slab-grade beam or patio.Use concrete with a low water/cement ratio to minimize cracking. 3. Provide an isolationjomt between the foundation wall and slab floor where vertical movement is expected. Alter the slab has cured for several days, seal the joint by pouring polyurethane or similar caulk into the 1/2-inch channel formed with a removable strip. Polyurethane caulks adhere well to masonry and are long-lived. They do riot stick to polyethylene.Do not use latex caulk. 4. hmstall welded wire in the slab to reduce the impact of shrinkage cracking. Consider control joints or additional reinforcing near the inside comer of"L"shaped slabs. Two pieces ofNo.4 reinforcing bar,3 feet long and on 12-inch centers,across areas where additional stress is anticipated, should reduce cracking.Use of fibers within concrete will also reduce the amount ofplastic shrinkage cracking. 5. Controljoints should be finished with a 1/2-inch depression Fill this recess fully with polyurethane or similar caulk. 6. Minimize the number of pours to avoid cold joints. Begin curing the concrete immediately after the pour, according to recommendations of the American Concrete Institute(1980; 1983).At least three days are required at 70F, and longer at lower 10/30(13 DOE Building Foundations Section 1-1 •terriperat Tres. Use an irroervious cover sheet or wetted burlap. 7. Form a gap of at least 1/2-inch width around all plwubing and utility lead-ins through the slab to a depth of at least 1/2 inch. Fill with polyurethane or similar caulking. 8. Place HVAC condensate drams so that they run to daylight outside the building envelope,or to a floor drain suitably sealed against radon penetration Condensate drains that connect to dry wells or other soil may become direct conduits for soil gas,and can be a major entry point for radon 9. Place a solid block course,bond beans,or cap block on top of all masonry foundation walls to seal cores, or fill open block cores in the top course with concrete.An alternative approach is to leave the masonry cores open and fill solid at the time the floor slab is cast by flowing concrete into the top course of block. 10. Do not place HVAC ducts under the slab. Roof vent for soil gas discharge r Discharge fan located in attic li Riser pipes from sump and area under slab Standpipes can be capped forfuture use - Suction o p o ° Suction tap cast in slab Gravel drainage layerQ.• ' �1 Figure 4-8:Soil Gas Collection and Discharge Techniques Intercepting Soil Gas The most effective way to limit radon and other soil gas entry is through the use of active soil depressurization(ASD). ASD works by lowering the air pressure in the soil relative to the indoors. Avoiding foundation openings to the soil, or sealing those openings,as well as lanitoig sources of indoor depressurization aid ASD systems. Sometimes a passive soil depressurization(PSD,with no fan)system is used. If post-occupancy radon testing indicates fii Cher radon reduction is desirable, a fan can be installed in the vent pipe(see Figure 4-8). Subslab depressurization has proven to be an effective technique for reducing radon concentrations to acceptable levels,even in hornes with extremely high concentrations(Dudney 1988). This technique lowers the pressure around the foundation envelope,causing the soil gas to be routed into a collection system, avoiding the inside spaces and discharging to the outdoors. A foundation with good subsurface drainage 10/30/13 DOE Building Foundations Section 1-1 already has a collection system The underslab gravel drainage layer can be used to collect soil gas. It should be at least 4 inches thick, and of clean aggregate no less than 1/2 inch in diameter. The gravel should be covered with a 6-mil polyethylene radon and moisture retarder,which in turn could be covered with a 2-inch sand bed. A 3- or 4-inch diameter PVC vent pipe should be routed from the subslab gravel layer through the conditioned portion of the building and through the highest roofplane. The pipe should terminate below the slab with a"tee"fitting. To prevent clogging the pipe with gravel,ten-foot lengths of perforated draintile can be attached to the legs of the tee, and sealed at the ends.Alternately,the vent pipe can be connected to a perimeter drain system, as long as that system does not connect to the outdoor environment.Horizontal vent pipes could connect the vent stack through below grade walls to permeable areas beneath adjoining slabs. A single vent pipe is adequate for most houses with less than 2,500 square feet of slab area that also include a permeable subslab layer.The vent pipe is routed to the roofthrough plumbing chases, interior walls, or closets. A PSD system requires the floor slab to be nearly airtight so that collection efforts are not short-circuited by drawing excessive room air down through the slab and into the system Cracks, slab penetrations,and control joints must be sealed. Floor drains that discharge to the gravel beneath the slab should be avoided,but when used,should be fitted with a mechanical trap capable of providing an airtight seal While a properly installed passive sod depressurization(PSD)system may reduce indoor radon concentrations by about 50%,active soil depressurization(ASD)systems can reduce indoor radon concentrations by up to 99%.A PSD system is more limited in terms,of vent pipe routing options, and is less forgiving of construction defects than ASD systems.Furthermore,in new construction, small ASD fans(25-40 watt)may be used with minimal energy impact. Active systems use quiet,in-line duct fans to draw gas from the soil. The fan should be located outside,and ideally above,the conditioned space so that any air leaks from the positive pressure side of the fan or vent stack are not in the living space. The fan should be oriented to prevent accumulation of condensed water in the fan housing.The ASD stack should be routed up through the building or an attached garage or carport, and extend twelve inches above the roof It can also be carried out through the band joist and up along the outside of wall,to a point high enough so that there is no danger of the exhaust being redirected into the building through attic vents or other pathways.Because PSD systems rely on natural buoyancy to operate, a PSD stack tract be routed through the conditioned portion of the home. A fan capable of maintaining 0.2 inch of water suction under istallation conditions is adequate for serving subslab collection systems for most houses(Labs 1988). This is often achieved with a 0.03 hp(25W), 160 cfm centrifugal fan(maximnn capacity)capable of drawing up to 1 inch of water before stalling.Under field conditions of0.2 inch of water,such a fan operates at about 80 clin It is possible to test the suction of the subslab system by drilling a small(1/4-inch)hole in areas of the slab remote from the suction point, and measuring the suction through the hole using a microranomoter or inclined manometer. The goal of a subslab depressurization system is to create negative air pressure below the slab,relative to the air pressure in the adjacent interior space. A suction of 5 Pascals is considered satisfactory when the house is placed in a worst-case depressurization condition(ie.,house closed, all exhaust fans and devices operating, and with the HVAC system operating with interior doors shut). The hole nest be sealed after the test. PSD systems require near perfection in sealing of openings to the soil, since the system relies on a 3- or 4-inch pipe to vent more effectively than the entire house. Sealing openings to the soil is less critical for radon control with ASD systems,although it is highly desirable in order to limit the energy penalty associated with conditioned indoor as leaking into a depressurized subslab, and from there to the outdoors. ASD fans have service lives averaging about ten years,with a higher life expectancy if the fan is protected from the elements. Since an ASD system may be turned off by occupants, service switches are usually located in areas with limited access. Table of Contents ; THE NATIONAL LUMBER FAMILY OF COMPANIES KITCHEN N �o ® RELIABLE � NATIONAL Pro AL&FAM� r/- TRUSS IVIEWS1 &MILLWOKK 2AINSUMTORS Headquarters Reliable Truss Headquarters National Millwork Headquarters 71 Maple Street 200 Welby Road 71 Maple Street 90 Norfolk Street 71 Maple Street Mansfield, MA 02048 New Bedford, MA 02745 Mansfield,MA 02048 Mansfield, MA 02048 Mansfield, MA 02048 508-339-8020 508-998-7877 508-339-8020 508-261-6455 508-339-8020 MATERIAL SUPPLIER PURCHASE AGREEMENT JOB NUMBER 1309255R To: Bounty Homes Corp From: Josh Rowen • Subject: 6 Verona Street T(v 56 Salem,MA 6, -S Date: Thursday, October 03, 2013 INCLUDED [Except Where Noted] I. ROOF: STRUCTURAL SYSTEM A. Roof:Wood (MPC)Truss Components 1. Footprint of Trussed Area- Per included truss placement diagram 2. Roof Truss Design Parameters i) Load a) Uniform 1) TCLL-40psf 2) TCDL- 10 psf 3) BCLL-0 psf, 10 psf(nonconcurrent with any other live loads per Table 1607.1 of IBC-00), 20 psf per IRC2006 Table R301.5 footnote b 4) BCDL- 10 psf 5) Duration of Load- 1.16 b) Wind 1) Wind Analysis Code: -ASCE 7-05 2) Wind Velocity- 100 mph c) Seismic-NOT INCLUDED d) Mechanical- No specific loading provided in plans listed. (please supply loading requirements for consideration. Please note this may affect pricing.) e) Sprinkler Load-No specific loading provided in plans listed. (please supply loading requirements for consideration. Please note this may affect pricing.) ii) Deflection Limits a) Simple Span Ratios 1) Maximum Live Load Limit -U240 2) Maximum Total Load Limit-U180 77rursday,October 03,2013 Page I of 5 12:06:08 PM ref 0 1309155 Supplier Initial: Buyer Initial: hi) Mitek Design Criteria a) Mitek Building Code- IRC2009 f TP12007 3. Wood(MPC) Roof Truss Product Scope i) Roof Truss Materials a) Top Chord-Minimum 2x4#2 SPF or Better b) Bottom Chord-Minimum 2x4#2 SPF or Better c) Webbing-Minimum 2x4#2 SPF or Better d) Metal Connector Plates-Minimum Mitek MI 20 20Ga. Hot-Dipped Galvanized(BOCA 96-31 &96-67) ii) General Roof System a) Eave 1) Typical Overall Heel Height-Varies Per Plans Provided 2) T/C Overhang Dimension- 12" b) Pitch-9 c) Spacing-24"O.C. d) Special Truss Types 1) Attic Truss (i) Attic Room Width- 12'-0" (ii) Attic Room Height-8'-0" (iii) Attic Room Live Load-30 psf iii) Gable End Trusses(Ext Walls) a) Gable Stud Spacing-24"O.C. b) Gable Truss Type-Standard iv) Piggyback Trusses-Due to manufacturing/Shipping limits some trusses will be built with either piggyback cap trusses or hinged top chords. Each requires additional lateral bracing and field labor to erect. 4. Roof Truss Component Hardware-Truss Uplift Connectors included ADDITIONAL EXCLUSIONS I. EXCLUDED ITEMS General and Supplemental Conditions All dimensional loose lumber&sheathings. All Dropped and Flush Beams All specifications that exceed the responsibilities ANS11TPI 1-2007, Chapter 2, sections 2.3.5, 2.3.6,2.4.5 and 2.4.6 assigns to the truss design engineer and truss manufacturer are excluded. Common examples of excluded truss design engineering are: specification of temporary bracing, permanent bracing, erection procedures, shear blocking and diaphragm design. Engineering Fees Material installation Rigging, Unloading, Hoisting PRICING Wood roof trusses, truss hardware, submittal packages, $9,234.00 placement diagrams, PE stamped truss profiles, shipping (FOB truck bed) 6.25%TAX $577.13 Thursday,October 03,2013 Page 2 of 5 12:06.09 PM ref 01309255 Supplier Initial: Buyer Initial: Prite for Above Inclusions $9,811.13 Pricing is valid until 10/102013.After that date it is subject to change without notice,based on current market conditions. The price shall remain in effect for material deliveries beginning within 30 days of today's date and substantial completion within 90 days. Due to market volitility,our Terms may change from 7 Day Acceptance"to"Subject to Prior Sale and Immediate Acceptance".Please call with any concerns. (Please Initial Below) ALTERNATES ADD:Alternate price to include a 6'cantilever along the dining $574.00 ACCEPT_ DECLINE room/front porch area as requested. MA State taxes Included ADD:Alternate price to include(2) dormer valley sets as indicated on $665.00 ACCEPT_ DECLINE— the front elevation. MA State taxes Included NOTES Please note that while we try to provide a complete estimate of the trusses required,we cannot assume loads of Plumbing,Mechanical and Fire protection systems.These items have many variables that can affect the requirements of the supporting structure.If actual loads are not provided for consideration these items cannot,and will not be included in our quotation.If these Items are required please have you engineer of record review the systems and provide an accurate loading specification for consideration. Seller reserves the right to review and change this proposal with the submission of complete censtruclion drawings and specifications. Lead-lime for roof and/or floor truss shipment is approximately 10-14 business days from receipt of approved shop drawings. Any proposed changes to the above scope of work must be in the form of a change notice,which will be priced,followed by a change order authorizing work.All change orders must bear the signature of a Manager from the Seller. All Components are FOB Track Bed The customer is encouraged to have drawing submissions reviewed by building designer and/or design professionals.In any case the customer assumes final responsibility for reviewing and approving shop drawings prior to schedule of fabrication and delivery. Unless noted in writing,where discrepancies exist,this proposal will take precedence over the design documents. The overall certification for the building design and structure will be the responsibility of the customer,contractor and/or building designer. Truss design will be in substantial accordance with the National Standard and Recommended Guidelines on Responsibilities for Construction Using Metal Plate Connected Wood Trusses ANSI/rPIIWTCA 4-2002,along with the National Design Standard for Metal Plate Connected Wood Trusses ANSIrrPI 1-2002. The bracing indicated on the truss designs will be for lateral support of individual truss members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Permanent bracing of the overall structure is the responsibility of the building designer. The trusses we propose to supply will be designed at your request and specification as an individual building component,in a vertical plane,to be incorporated into the building design at the specification of the building designer. Camber is a non-structural consideration. Trusses are not cambered except as specified by the customer and noted on the individual truss design. Thursday,October 03,2013 Page 3 of 5 12:06:09 PM ref 0/309255 Supplier Initial: Buyer Initial: i t For generafguidarice regarding storage,erection and bracing,consult"Building Component Safety Information BCSI-1-03 Guide to Good Practice For Handling,Installing and Bracing of Metal Plate Connected Wood Tmsses"available from Truss Plate Institute,583 D'Onofrio Drive, Madison,WI 53719(608)2744849. Contractor or building designer responsible to assure that load bearing walls and foundations is adequate to support the loads imposed by the trusses Seller and it's vendors reserve the right to upgrade the specified truss material to facilitate manufacturing without customer approval. The customer is responsible for site conditions,restacking product delivered on uneven or wet ground,and for protecting product from the weather. Roof trusses are provided with a single bottom chord as specified above.Additional materials to increase height to clear insulation is the responsibility of the customer.This additional material is NOT included in this proposal. Accepted By: (PRINT NAME) Accepted By: Date: (SIGNATURE) Title: Company: Not valid until countersigned by a National Lumber Family of Companies officer Accepted By: Date: Title: Company: National Lumber Family of Companies Thursday,October 03,2013 Page 4 of 5 12:00:f 0 PM ref 01309255 Supplier Initial: Buyer Initial: National Lumber Co. Terms and Conditions of Sale In accordance with the usage of trade,your assent to the terms and conditions of sale set forth below shall be conclusively presumed from your failure seasonably to object in writing and from your acceptance of all or any part of the material ordered. All proposals,negotiations,and representations,if any, regarding this transaction and made prior to the date of this acknowledgment are merged herein.With this said, it is understood and agreed that the terms of the Credit Agreement previously executed by the Buyer shall apply to all transactions that that are subject of this contract unless specifically set forth herein. In this regard,the terns of the Credit Agreement are incorporated herein by reference. PRICES-All prices,whether herein named or heretofore quoted or proposed,shall be adjusted to the Seller's prices in effect at the time of shipment, unless otherwise agreed. TAXES-Any taxes which the Seller may be required to pay or collect, under any existing or future law, upon or with respect to the sale,purchase,delivery, storage,processing, use or consumption of any of the material covered hereby, including taxes upon or measured by the receipts from the sale thereof,shall be for the account of the Buyer,who shall promptly pay the amount thereof to the Seller upon demand. DELAY—The Seller shall be excused for any delay in performance due to acts of God,war, riot,embargoes,acts of civil or military authorities,fires,floods,accidents,quarantine restrictions, mill conditions,strikes,differences with workmen,delays in transportation,shortage of cars,fuel, labor or materials,or any circumstance or cause beyond the control of the Seller in the reasonable conduct of its business. INSPECTION-The Buyer may inspect,or provide for inspection, immediately upon delivery of materials and goods at Buyer's requested place of delivery. Such inspection shall be so conducted as not to interfere unreasonably with the Seller's business operations. If, upon receipt of such material by the Buyer,the same shall appear not to conform to the contract between the Buyer and the Seller,the Buyer shall immediately notify the Seller in writing of such condition and afford the Seller a reasonable opportunity to inspect the material. No material shall be returned without the Seller's consent. Failure of Buyer to give notice of any claim with respect to any material delivered hereunder within five(5)business days of receipt of such materials shall be an unqualified acceptance of such materials and be deemed a waiver by Buyer of all claims with respect thereto. EXCLUSION OF WARRANTIES-The Implied Warranties of Merchantability and Fitness for Purpose Are Excluded From This Contract. BUYER'S REMEDIES-If the material furnished to the Buyer shall fail to conform to this contract or to any express or implied warranty, if any,or to any approved shop drawing,the Buyer's sole and exclusive remedy for such non-conforming material shall be the replacement of such non-conforming material at the original point of delivery and Seller shall furnish instructions for the disposition of such material.Any transportation charges involved in such disposition shall be for the Seller's account. It is understood and agreed that Seller shall not be liable for any special,direct,incidental or consequential damages to anyone, including Buyer,as to such non-conforming material and/or for the cost of any labor suspended as a result of such non-conforming material. Moreover, it is agreed and understood that Buyer shall defend and hold the Seller harmless for any claim brought by anyone as a result of such non-conforming material. PERMISSIBLE VARIATIONS,STANDARDS,AND TOLERANCES—Except in the particulars specified by Buyer and expressly agreed to in writing by the Seller, all materials shall be prepared,designed,produced and/or delivered in accordance with Seller's standard practices. All material, including that produced to meet an exact specification, shall be subject to tolerances and variations consistent with the usages of trade and regular mill practices concerning:weight, straightness,section,composition and mechanical properties; normal variations in surface,internal conditions and quality;deviations from tolerances and variations consistent with practical testing and inspection methods;and regular mill practices concerning over and under shipments. CREDIT APPROVAL—Shipments,deliveries and performance of work shall at all times be subject to the approval of the Sellers Credit Department. The Seller may at any time decline to make any shipment or delivery or perform any work except upon receipt of payment or security or upon terms and conditions satisfactory to such Department. TERMS OF PAYMENT—Subject to the provisions of CREDIT APPROVAL above,the terms of payment for all transactions intended hereby are enumerated in a Credit Agreement previously executed by Buyer and incorporated herein by reference. COMPLIANCE WITH LAWS-Seller intends to comply with all laws applicable to its performance of this order. NON-WAIVER SELLER-Waiver by the Seller of a breach of any of the terns and conditions of this contract shall hot be construed as a waiver of any other breach. Thursday,October 03,2013 Page 5 of 5 12.06:10 PM ref#1309255 Supplier Initial: Buyer initial: RQQF TRI SRC pFRCpFCTNF 1 .mern.m.sm.bs.. em ROOF TRUSS PERSPCTE IV 9 q .� _ 4_:____4_4_ff_ff_ff_ff _4_ff 4 £_£ _ a� & 1�. —� —�� a ,� �& :ia —� __a�._aFa7� M� a Ins-=is--r�._aa__ a fsa :� &— 19 t , 9 I m,x II 11 I FILM m x. e s "8 a s a a s a a a a a a a a a a a a s a a FAMILY�O�BES £ ff 4 ff ff ff ff 4 q 4 ff ff ff ff 4 4 4 _"___`-__,•__.. .. .. •. .� .. .� .� .. w3 t t .. .. .. •T tI It 9J SOUPT NOMES a A a s S a a a M 21 000 w n oN g yERONA ST P 4 ff 4 4 4 ff 4 4 4 4 Rn .wtsn �e E .� .. .& .& SALEM.MA. RMF FRAMING PI-AN ROOF TRUSS PLACEMENT DIAGRAM 416 N 1W FOR PRILIMINARY PURPOSE ONLY 09114M WT-�