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0930 SANTUIT-NEWTOWN ROAD - Health
930 fSarituit`x— NewtOWi Road' A= 02T' '014 -=003 ,I r a) Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate PFS Corporation Project Title: PGQ4128 Northeast Region Report Date: 12/18/06 APPROVED Data filename:E:\MASTER ENGINEERING DOCUMENTS\ResCheck\PGQ4128.rck au - 3 Energy Code: Massachusetts Energy Code 1I 1 7/07 Location: Marstons Mills,Massachusetts Construction Type: 1 or 2 Family, Detached Approval limited to Heating Type: Other(Non-Electric Resistance) Factory Built Portion Glazing Area Percentage: 12% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: SANTIUT NEW TOWN RD. ROBERT MINNICK MARSTON MILLS,MA 02648 PENGROVE BUILDING SYSTEMS, INC. Ceiling 1:Flat Ceiling or Scissor Truss: 1546 38.0 0.0 46 Wall 1:Wood Frame, 16"o.c.: 3006 19.0 0.0 155 Window 1:Vinyl Frame:Double Pane with Low-E: 283 0.320 91 Door 1:Solid: 35 0.190 7 Door 2:Solid: 20 0.280 6 Door 3:Glass: 40 0.390 16 Door 4:Glass: 40 0.390 16 Floor 1:All-Wood Joist/Truss:Qver Unconditioned Space: 1546 19.0 0.0 73 Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. ROBERT MINNICK PENGROVE BUILDING SYSTEMS, INC. 12/18/06 Builder/Designer Company Name Date PGQ4128 Page 1 of 4 i r i.3 REScheck Software Version 3.7.3 Inspection Checklist Date: 12/18/06 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-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: PFS Corporat! n Northeast Region Doors: APPROVED ❑ Door 1:Solid,U-factor:0.190 Comments: H Raug - 3 ❑ Door 2:Solid,U-factor:0.280 1/17/ 7 Comments: ❑ Door 3:Glass,U-factor:0.390 Factory Built Portion Comments: ❑ Door 4:Glass,U-factor:0.390 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. PGQ4128 Page 2 of 4 y Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 118 inch.Duct tape is not permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑.All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. PFS Corporation Northeast ion - APPROVED HRaup 1/17,07 Approval limited to Factory Built Portion PGQ4128 Page 3 of 4 A Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts -seated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(far feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) PFS Corporation Northeast Region APPROVED a I 1I1.7l07 Approval limited to Factory Brain Portion PG04128 Page 4 of 4 i Multi-Loaded Beam[2000 International Residential Code(97 NDS)]Ver: 7.01.07 By: TERRI HECKMAN , GLENCO INC. on: 01-12-2007 Project: PG-Q4128-Location: 2nd STORY FLOOR GIRDER Summary: (3) 1.5 IN x 9.25 IN x 13.75 FT /3100FB-2.OE LVL-International Paper Section Adequate By: 28.1% Controlling Factor: Moment of Inertia/Depth Required 8.52 In LOADING DIAGRAM A B Center Span = 13.75 ft Reactions Live Load Dead Load Total Load Uplift Load A 1657 Lb 1067 Lb 2723 Lb 0 Lb B 1657 Lb 1067 Lb 2723 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 241 Plf 143 Plf 12 Plf 396 Plf OF Mgss c 9 O� NADER yG TOMASBI CIVIL y No.46213 !v A9 9F 0 G� 01/16/2007 PFS Corporation Northeast Region AP PROVED aup - 3 1/17/07 Approval limited to Factory Built Portion 1qA Roof Rafter[2000 International Residential Code(97 NDS)]Ver: 7.01.07 By:TERRI HECKMAN , GLENCO INC. on: 01-12-2007 Project: PG-Q4128-Location: PORCH RAFTER Summary: 1.5 IN x 5.5 IN x 9.0 FT(8+ 1)@ 16 O.C./#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 10.7% Controlling Factor:Area/Depth Required 4.36 In LOADING DIAGRAM A B Interior Span =8 ft(8.67 ft) Ea e = 1 ft(1.08 ft) Rafter Pitch: 5: 12 Reactions Live Load Dead Load Total Load Uplift Load A 213 Lb 85 Lb 299 Lb 0 Lb B 270 Lb 110 Lb 380 Lb 0 Lb Interior Span Uniform Loading Live Load Dead Load Total Load p,TH OF MgsSgo W 40 Psf 15 Psf 55 Psf NADER tiG Eave TO CIVIL y Uniform Loading A No 46213 Live Load Dead Load Total Load W 40 Psf 15 Psf 55 Psf N 0 01/16/2007 PFS Corporation Northeast i® APPROVED a 1/t7/ 7 Approval limited to Factory Guilt Portion l�3 s Multi-Loaded Beam(2000 International Residential Code(97 NDS))Ver: 7.01.07 By:TERRI HECKMAN , GLENCO INC. on: 01-12-2007: 07:57:59 AM Project: PG-Q4128-Location: 2nd STORY FLOOR GIRDER Summary: (3) 1.5 IN x 9.25 IN x 13.75 FT /3100FB-2.OE LVL-International Paper Section Adequate By: 28.1% Controlling Factor: Moment of Inertia/Depth Required 8.52 In Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.21 IN Live Load: LLD-Center= 0.33 IN=U505 Total Load: TLD-Center= 0.54 IN=U307 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1657 LB Dead Load: DL-Rxn-A= 1067 LB Total Load: TL-Rxn-A= 2723 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.81 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1657 LB Dead Load: DL-Rxn-B= 1067 LB Total Load: TL-Rxn-B= 2723 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.81 IN Beam Data: Center Span Length: L2= 13.75 FT Center Span Unbraced Lenqth-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lug-Bottom= 13.75 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: -- Live Load: PFS CorporationwL-2= 241 PLF Dead Load: wD-2= 143 PLF Beam Self Weight: Northeast Region BSW= 12 PLF Total Load: wT-2= 396 PLF Properties For: 3100FB-2.OE LVL-International Paper APPROVED Bending Stress: Fb= 3100 PSI Shear Stress: °aM - 3 Fv= 300 PSI Modulus of Elasticity: /17/ 7 E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Approval limited to Fb'(Tension): Factory wilt Portion Fb'= 3227 PSI Adjustment Factors: Cd=1.00 CF=1.04 Fv': Fv'= 300 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 9362 FT-LB 6.875 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 2451 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 34.82 IN3 S= 64.17 IN3 Area(Shear): Areq= 12.26 IN2 A= 41.63 IN2 Moment of Inertia(Deflection): Ireq= 231.67 IN4 1= 296.79 IN4 OF Mgss oy 9 O NADER G TOMAS81 00 CIVIL --I No.46213 0 01/16/2007 tic Roof Rafterr 2000 International Residential Code(97 NDS))Ver: 7.01.07 By:TERRI HECKMAN , GLENCO INC. on: 01-12-2007: 07:58:02 AM Project: PG-Q4128-Location: PORCH RAFTER Summary: 1.5 IN x 5.5 IN x 9.0 FT(8+ 1)(a� 16 O.C./#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 10.7% Controlling Factor:Area/Depth Required 4.36 In Interior Span Deflections: Dead Load: DLD-Interior= 0.08 IN Live Load: LLD-Interior= 0.20 IN= U525 Total Load: TLD-Interior= 0.28 IN= U377 Eave Deflections(Positive Deflections used for design): Dead Load: DLD-Eave= 0.00 IN Live Load: LLD-Eave= 0.01 IN=21J4799 Total Load: TLD-Eave= 0.00 IN=2U26000000 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 160 PLF 213 LB Upper Dead Load: 64 PLF 85 LB Upper Total Load: 224 PLF 299 LB Lower Live Load: 203 PLF 270 LB Lower Dead Load: 82 PLF 110 LB Lower Total Load: 285 PLF 380 LB Upper Equiv. Tributary Width: UTWeq= 4.27 FT Lower Equiv. Tributary Width: LTWeq= 5.48 FT Rafter Data: Interior Span: L= 8.0 FT Eave Span: L-Eave= 1.0 FT Rafter Spacing: Spacinq= 16.0 IN O.C. Rafter Pitch: RP= 5.0 : 12 Roof sheathinq applied to top of joists-Top of rafters fully braced. Notch Depth(a) Base: NDbase= 1.12 IN Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Rafter Loads: Roof Live Load: �� LL= 40.0 PSF Roof Dead Load: DL= 15.0 PSF Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Northeast Region Interior Span: APPROVEDL-adj= 8.67 FT Eave Span: L-Eave-adj= 1.08 FT Rafter Live Load: H Rai _ 3 wL-adj= 45 PLF Rafter Dead Load: wD-adj= 18 PLF Rafter Total Load: 1/ .7/07 wT-adj= 64 PLF Properties For:#2-Spruce-Pine-Fir Approval limited to Bendinq Stress: PP Fb= 875 PSI Shear Stress: Factory Built Portion Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc-perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1504 PSI Adjustment Factors: Cd=1.15 CF=1.30 Cr=1.15 Fv': Fv'= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: , Controllinq Moment: M= 595 FT-LB 4.333 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 254 LB At a distance d from riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 4.74 IN3 S= 7.56 IN3 Area(Shear): Areq= 4.72 IN2 A= 5.23 IN2 Moment of Inertia(Deflection): Ireq= 9.92 IN4 V OF MAss9 1= 20.80 IN4 0 O NADER yG TOMASBI C3 CIVIL y No.46213 0 01/16/2007 17� 4 Column[2000 International Residential Code(97 NDS))Ver: 7.01.07 By: TERRI HECKMAN , GLENCO INC. on: 01-12-2007: 07:58:05 AM Proiect: PG-Q4128-Location: SUPPORT COLUMN-2nd STORY FLOOR GIRDER Summary: (3) 1.5 IN x 3.5 IN x 8 FT/#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 60.8% *Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Vert-LL-Rxn= 1657 LB Dead: Vert-DL-Rxn= 1075 LB Total: Vert-TL-Rxn= 2732 LB Axial Loads: Live Loads: PL= 1657 LB Dead Loads: PD= 1067 LB Column Self Weight: CSW= 8 LB Total Loads: PT= 2732 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Column Data: Length: L= 8.0 FT Maximum Unbraced Length(X-X Axis): Lx= 8.0 FT Maximum Unbraced Length(Y-Y Axis): Ly= 8.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section(X-X Axis): dx= 3.50 IN Column Section(Y-Y Axis): dy= 4.50 IN Area: A= 15.75 I N2 Section Modulus(X-X Axis): Sx= 9.19 IN3 Section Modulus(Y-Y Axis): Sy= 3.94 IN3 Slenderness Ratio: Lex/dx= 27.43 Properties For: #2-Spruce-Pine-Fir Ley/dy= 21.3 Compressive Stress: Fc= 1150 PSI Bending Stress(X-X Axis): Fbx= 875 PSI Bending Stress(Y-Y Axis): Fby= 875 PSI Modulus of Elasticity: E= 1400000 PSI Adjusted Properties: Fc': Fc'= 442 PSI Adjustment Factors: Cd=1.00 Cf=1.15 Cp=0.33 Column Calculations(Controlling Case Onlv): Controlling Load Case:Axial Total Load Only(L+D) Compressive Stress: fc= 173 PSI Allowable Compressive Stress: Fc'= 442 PSI PFS Corporation �V OF�ssgo Northeast e ion NADER tiN TOMASBI APPROVEDCIVIL y No 46213 u — .09 qF �C� �Q 1/17/07 Approval limited to Jam' Factory Built Portion 01/16/2007 TOWN OF BARNSTABLE LOCATIONry��3y Ve&,(dCo7 AdSEWAGE#Q60� —©3 VILLAGE MSC/r-&-,s/7/ffS- ASSESSOR'S MAPP&PARCEL � �7_� INSTALLERS NAME&PHONE NO. �, �Sgm .4. )aj7-� -77�943&4-74 SEPTIC TANK CAPACITY 1507-0 0/9//" 1# -le) fto LEACHING FACILITY:(typeO)$C6 p (f� 1G� L/c" (size) �3,5 !91 NO.OF BEDROOMS OWNER y PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility few,ldl f f Feet Private Water Supply Well and Leaching Facility.(If any wells exist on site or Within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY /i( —r/gM I �4 iD ofort A41-0 ,-((O'p' ,ro )68��r r � No. 2 Ck 717 - 0 I Fee / r , THE COMMONVIIEAL`Y'H OF'MASSACHUSETTS Entered in computer: YYY PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppficatton for Mtgpogal *pgtem Cottgtructton Vermtt Application for a Permit to Construct(V�Repair( ) Upgrade( ) Abandon( ) Xcomplete System ❑Individual Components Location Address or Lot No. 0130 So jTwa`fN&r(o t,pN Owner's Name,Address,and Tel.No. Assessor's Map/Parcel t)2-) O 1 d 03 Installer's Na Address,and Tel.No. Designer's Name,Address and Tel.No. ��� Dowt\) CApe: 'lope of Building: Dwelling No.of Bedrooms �- Lot Size '7 0 sq.ft. Garbage Grinder ( ) Other Type of Building �i�LE J�A"L No.of Persons 3 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 41�p gpd Design flow provided gpd Plan Date i t_ 2$—Cat!, Number of sheets Revision Date Title Size of Septic Tank 1560 Type of S.A.S. 3 Goo Gib Z• ?f JI Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issue this Board of Health. Signed Date Application Approved by Date o2 Q 7 Application Disapproved by: Date for the following reasons Permit No. adv 7 63 ( Date Issued a 5 0 7 No. UO' - U Fee y � r .p.�" ��� �°; �"`", � Entered in computer: �4 THE COMMON�IVEALTH OF MASSACHUSETT$ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS + ZIppYication for �Digpogal �&pgtem Construction Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) IXJ Complete System ❑Individual Components Location Address or Lot No. 013 p N&rrvi yW Owner's Name,Address,and Tel.No. Assessor's Map/Parcel O I d 03 Installer'TNA, ess,and Tel;N Designer's Name,Address and Tel.No. 1. Type of Building: Dwelling No.of Bedrooms L Lot Size 5y, 0 O sq. ft. Garbage Grinder ( " ) Other Type of Building Shy �qw1 It( No.of Persons 3 Showers( ) Cafeteria( ) Other Fixtures M Design Flow(min.required) 4-c{a gpd Design flow provided gpd Plan Date 1 28—06 Number of sheets Revision Date . Title / s � Size of Septic Tank 56a Type of S.A.S. 3 Spa S crh Description of Soil Nature of Repairs or Alterations(Answer when applicable) tDate last inspected: Agreement: »> The undersigned agrees to ensure the construction and maintenance of the fore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued-Ly this Board of Health. Signed tt ;', s` Date Application Approved by Date City 0 7 Application Disapproved by: Date for the following reasons ,t Permit No. a �� —'63 1 Date Issued I 9 a 7 --------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT Y,that the On-site Sewage Disposal System Constructed (�) Repaired ( ) Upgraded Abandoned( )by _ i.,? 4 at C130 N&J-Tow-j 2u+M-0 has been constructed in accordance / wi • the provisions of Tit 5 and the for Disposal System Construction Permit No. �00� —03 1 dated 1/ � t 7 Installer Designer U i li #bedrooms Approved design flow y y j The issuance o t is ermi shall t be construed as a guarantee that the systeAP �n s esi necnec�. 0 Danspectorl�! ----------------------- -------- f --------- -- No. 2 00 2— O 3 ( Fee �)y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS x1h5poof �&p!gtem Construction Permit Permission is hereby granted to Construct K) Repair ( ) Upgrade ( ) Abandon ( ) System located at 930 SAN Ty r7 N6,,7o1„i^J (lc", and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this Date I t z I D Approved by i 1 .. FROM :down cape engineering inc FAX NO. : 15083628880 May. a. 2008 07:35AM P1 ' Town of Barnstable . RcguRat®.ry Services Thomas F. Geiler,Dirrcctor �([a4�z A9&,re. 11 Md@3. Public Health Division � Thomas ldlcXean, Director 200 Main Street, Hyannis, MA 02601 Off cc: 508-862-4644 lax: 508-790-6:304 Sewage Permit# ..2,06¢ —U 31 Assessor's Map/Parcel 7 -1�-3 Installer Designer C",ertif cation Form I>De9i. B0.er: C c4, _ Installer; --- �7 L. �4�d.�l.re:ss: n1 3C� lust ��......._ Address: L., � �ri"� ��',��,(�• Can A L. nN_.,. _ Saj z. was issued a pen-nit to insiall a ( ) (Installer) Installer) sef1 t.c system atC1 C Se�+ v�� �UQ.i.� itJ,� ft(� based on a design drawn by (address) dated ljj�y. gk, .�D6L.._..._ ..., (designer) V° T certify that the septic system referenced above was installed substantially a-ccording to — the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (i.f requii-ed) was inspected and the soils were bound satisfactory. T certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State �k Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if requil:ed) was inspected and the soils were found sati.sfactoiy. 4 ao H pF Mgss DANIELA, �. i,s'a ler s Si ire) OJALA ICI IL (:Designer's Signature) (Af1i a"I"Here) I�L.iE;i'�SE RETURIN TO BARNSTABL.E PUBLIC HEALTH DIVISION. CERTIFICATE OF C.'Q1MPL.IANCE WIJ.J. NOT BE ISSUED l!]®1`lIL BOTH THIS FORM AND AS- BUILT CARD ARE i2ECEIVED BY THT:I3ARNSTABLE PLTBT-,TC 14FAi TIR DIVISION. '1110W YOU. q:\uffire Tot'ois\dcsignercerliricttliun rUr 114JOC. �;,. a''�``�`�' 'L���`.��+�3�� {+cp�a�.:3}j x � d.�•c4 Fii� - �,�'S�c"'�,�. R x. �^a "���.'C'+,°.: �r rders entering masonry or concrete walls ice on top, sides and end unless approved 3603.22.4.4j II be 14"minimum in length and when the ighk it shall be of the size required shall be thoroughly and effectively 24'-0" �.8.1 1 310^CONC.N'ALL - -------------------- _ __ .. )e a minimum of 1/2" in diameter. - d of 8" in poured concrete anchors Der section of sill plate lches from the end of each section of plate enter. [ 3604.10 1 U; 54" U,. ' • TE WALLIC4'POUR . __; -'"-" , OM T,O.F - ' w q CONT,Fob n c 6'-0" FOUNDATION FOR yX - m ' FUTURE ONSITE BUILT - - - - - - GARAGE ' 1 TE I o JLAR RIBBON BOARD ' S'10'CONMALL --------- 1 1 5'-10" 5'-3" 4' 31 Z o, ., ' oo io - ; U Q 3'10'CONC.Wk,I o ' o 7 '12"CUT SO FLOOR g " WILL GO OVER WALL ' ------ -------- 1 1 -- -- -- ---------- ' Z -- ---3`-9a-------- -- - -------------------------------- 3. 310°CONC.WALL 9'4" 3604.1.3 DRAINAGE: THE FINISHED GRADE SHALL SLOPE A MINIMUM OF 1/2"-PER FOOT FOR THE DISTANCE OF AT LEAST 6'FROM THE FACE OF ALL FOUNDATION WALLS FOUNDATION PLAN WRING,PAUL 8 SHIELA GO Modular Inc. ` SANTUIT NEWrOWN,RD. i� u }R t� jryEY 1 1 N oose j 4 Y GL.0?CIOAQfl oN1$ GjAS3L� oNGy it o ��--- - 2 4 S PLE FT APAtolc-o ey MAWO B/ Q VJ �ROn�'z V� W VA 10-8- o-7 REv�sFD q3o SANTv�'f-Nf..�-row►J Ro�0 Mkt wt.���� ►�uwts6e NovsE. . �,yH,'TC cEOArt sN�a(��s O,�fQ 0 El 3�x 6`8" 3 DF1G1� l RAJ L �N� SHE�I.►R WQL Se AIE Y r 1 F`C Ae td,,6c e,-/. DQ,AwN $y RAJ Dv:rTE to -8- al REv,s6� `l3o S�tNTwT— +:lcr.��fowN R.c� tH A . .. D<tww,rK N�•h a Eat �, 2, A" O/G Boer. I� K P1TGN• �� 7 3�Ipa ROOF Ui'M �I M ILL INE 30 AsPHAc-r 51104 J,U� /0011/// y f 10 FDOTINJ SEE hx ts House -qs►a. & foo-49h-t-o" Qc ow. OVA Floe. %2 Qc-Yw000 S'o ire, 2 16 WALLS C Eo AR SHtNc,�ES bvEQ rAv� AND Sciu E �•� — I fT APPgovEo M/ OwtM,N QY P�.} _ iv - 8-cs7 Q.C^i�sfw• . �CZAME CQOSS S�G'(ba 'ISO CAM -T — w��iTpW.a aww . moo( DR�gW.N� A1dMQ� 777 p" P,TGN 9oc, I I -Tlmf&c4zuNE 3o LF- 'SCAL Lc Pr Aeft."C'o boo I .� i � I •_ s� • _ 1. � 12. i Fcto�ST. S�oE SHE1t wQ�, uA-rC- io-8- UL/Isc-o i D4,�1Wwh �.l�M6f1L NOTES 1. THIS BUILDING SYSTEMS IS NOT A &//// A-�� LAYOUT OF ONE OR A FEW MODULAR IL0 HOUSES, BUT AN INFINITE NUMBER. THE MANUFACTURER WILL BE CON- 1 p (�__D FINED TO A MIN. & MAX_ STATED IN 6 THIS SYSTEMS AND ANY STATE OR C 'oo��� LOCAL CODES; BUT NOT THE NUMBER OF LAYOUTS WHICH CAN BE DERIVED r a -7 FROM THE BUILDING SYSTEMS: 1_ MANUFACTURERS l BY APPROVING THIS BUILDING SYSTEM THE THIRD PARTY' IS PERMITTING THE A) PENGROVE BUILDING SYSTEMS, INC. �()d 7�� I _ MANUFACTURER TO BUILD AN INFINITE : D� NUMBER OF MODULAR HOUSES; FROM B) MAILING ADDRESS P.O- BOX 579 `Z THE INFORMATION COMPILED IN THIS KNOX, PA 16232 p� vt.sputFii: BUILDING SYSTEMS. C) PLANT LOCATION INCORPORATED ONE MAURO AVE �/n KNOX, PA. 16232 q3o 2r7D) APPROVAL NUMBER : MC-182 J�n l �J �^ """Ill E) EXPIRATION DATE OF CURRENT CERTIFICATION : _4/30/O7 ��J l Y vd6 ' MASSACUSETTS �HC " THIRD PARTY&PE/ARCH USE ONLY ' 2. THIRD PARTY INSPECTION AGENCY UV' Ua A) NAME.- PFS CORPORA77ON 1 RE APMOVAL B) AURTHORIZA77ON NUMBER : TPIA 102 -.- - TWO STOJILPY LIM171M To:��{�{�• C) EXPIRATION DATE OF AUTHORIZATION: 4/30/07 B!fuxPORTIO M tgyi-f 1) DESIGN LIVE LOADS -- 1. WALLS (WIND) = 25 PSF 3. INDEX ..�.-.. .- _-� - - 2 ROOF= 40 PSF NO. DISCRIPTION DATE REVISION DATES J. FLOORS = 40 PSF AID RES CHECK 12/18/06 30 PSF NIA 1 COVER SHEET 12/15/06 5. STAIRS - 100 SF 10 2 FRONT ELEVATION 12/15/06 6. BALCONIES= 6¢ PSF 3 REAR ELEVATION 12/15/06 7. UPLIFT- ROOF= 20(1.25)=25 PSF 4 LEFT&RIGHT ELEVATIONS 12/15/06 8. UPLIFT- OVERHANGS = 25(2)=50 PSF _ S_T_A_T_�E_ CW MA 5 FOUNDATION PLAN 12/15/06 J) SPECIAL USE PROVISIONS; CONDITIONS OR LIMITATIONS 6 1ST.FLR.-FLOOR PLAN 12/14/06 1. BUILDING SHALL BE LOCATED OUTSIDE THE FIRE LIMITS »� 7 2ND.FLR.-FLOOR PLAN 12 I4106 BY BUILDER/CONTRACTOR) �1� �rQ Z MINIMUM SETBACK FROM LOT LINE>6'FOR 0 HR. ! 8 WINDOW&DOOR SCHEDULE 12/15/06 EXTERIOR WALL (BY BUILDER ) • T 9 1ST.FLR.-ELECTRICAL WIRING&HEAT 12/15/06 3. INTERIOR FINISH FLAME SPREAD S 200 5 mARct94ae� cow F) HEIGHT OF BUILDING ABOVE FOUNDATION 10 2ND.FLR:-ELECTRICAL WIRING&HEAT 12/15/06 1. STORIES: TWO K) 1.6 GALLON/FLUSH OR LESS TOILETS USED. 11 1ST.FLR.-HEAT LOSS CALCULATIONS 12/15/06 - 2 FEET: - 12 2ND.FLR.-HEAT LOSS CALCULATIONS 12/15/06 24' WIDE 7'-6',CEILINGS = 22'-ll 5/16' 5. (0) TYPE OF HEATING SYSTEM INCLUDING FUEL STATE USE ONLY ' 13 ELECTRICAL LOAD CALCULATIONS 12/15/06 24' WIDE 8'-0" CEILINGS = 23-5 5/76' 5/12 26' WIDE 7'_6' CEILINGS = 23'-8 5/16" BASEBOARD ELECTRIC HEAT: ELEMENTS, THERMOSTATS, AND CABLE TO ACCEPTED 14 TYPICAL PLUMBING 12/15/06 ROOF 26' WIDE-8'-0' CEILINGS = 24'-2 5/16' PANEL ARE FACTORY INSTALLED. UNIT OPPOSITE PANEL TO BE WIRED INTO 15 BUILDING CROSS SECTION 12/15/06 28' WIDE 7'-6' CEILINGS = 24'-O 7/8' PANEL BY BUILDER/CONTRACTOR. FUEL- ELECTRIC ������ 16 PORCH ROOF CROSS SECTION 1/14/07 28' WIDE 8'-O" CEILINGS= 24-6 7/8" 17 PORCH ROOF CROSS SECTION 1/14/07 BASEBOARD HOT WATER HEAT. ELEMENTS AND SUPPLY/RETURN LINES TO r� " 24' WIDE 7'-6" CEILINGS = 26'-7 1S/16' BOTTOM OF FLR. JOIST ARE FACTORY INSTALLED. BOILER, THERMOSTA7ES, � � "`n' 1�oom 17A.E PORCH ROOF CALCS 1/14/07 I 24' WIDE 8'-O' CEILINGS = 27'-7 15/16" AND SUPPLY/RETURN LINES TO ELEMENTS TO BE SUPPLIED/INSTALLED BY PX S`A 1 9/12 26' WIDE 7'-6' CEILINGS = 2W-l' THE BUILDER/CONTRACTOR. ! ROOF 26' WIDE W-0' CEILINGS= 29'-l" 28' WIDE 7'-6' CEILINGS = 2W-9 1/4' BASEBOARD FORCED AIR HEAT: BASEBOARD DIFFUSSERS AND B007S FOR e 2B' WIDE 8'-0" CEILINGS = 29'-9 1/4" SUPPLY&RETURN ARE FACTORY INSTALLED. AIR HANDLER, HEAT PUMP, PLENUMS, DAMPERS, 7HERMOSTA7ES, AND FREON LINES TO BE SUPPLIED/ ^•'T1 cm 7mm?AM 24' WIDE 7'-6' CEILINGS = 29'-9 1/2' INSTALLED BY THE BUILDER/CONTRACTOR. 24' IMDE 8'-0' CEILINGS 30'-9 1/2" 12/12 26' WIDE 7'-6' CEILINGS = 31'-3 1/2' 4. BUILDING INFORMATION ROOF 26' IMDE 8'-0- CEILINGS = 32'-3 1/2' (b) TYPE OF CHIMNEY/VENTING SYSTEM(s) 'Spcs7y� y� d 28' WIDE 7'-6' CEILINGS = 32' -.2 1 - NOTE: FACTORY INSTALLED CHIMNEYS & FIREPLACES ARE = the A) PROJECT NAME/MOOEL IDENTIFICATION: TWO STORY 28' WiDE B'-O" CEILINGS = 33-2 1/22' B) USE GROUP IDENTIFICATION : R4 INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE - P� 7iQ 3 C) CONSTRUCTION CLASSIFICATION : 5B 24' WIDE 7'-6' CLG 22'-11 5/16'MIN - 27'-2 5/8'MAX MA. CODES &MANUFACTURERS INSTRUCTIONS. 32 5/12 24' WIDE 8'-D" CLG 23'-11 5/16"MIN - 28'-2 5/8"MAX y.3 D) AREA OF BUILDING PER FLOOR : 26' WIDE 7'-6' CLG 23'-8 5/16'MIN - 27'-6 5/8"MAX •- '-'- - REVERSED 6. EXTERIOR ENVELOPE THERMAL PERFORMANCE 24' N1DE 473.33 MIN. - 1,467.34 MAX. ROOF 26' WIDE 8'-0' CLG 24'-8 5/16"MIN - 28'-6 5/8'MAX NOTE THIS COVc72PAGE MUST ACCOMPANY EVERY, TWO STORY 26, WIDE 513.33 MIN. - 1,591.34 MAX. 28' WIDE 7'-6" CLG 24'-0 7/8'MIN - 27'-6 5/8'MAX MODEL SUBMITTED FOR BUILDING PERMITS 28' WIDE 550.00 MIN. - 1,705.00 MAX. 28' WIDE 8'-0' CLG 25'-0 7/8-MIN - 28'-6 5/8'MAX ALL INDIVIDUAL PLANS SHALL CONFORM TO EITHER THE COMPONENT DESIGN VATI{ ACTUAL DRAWING COMPLETION DATE ENTERED INTO THE E) AMOUNT OF ENCLOSED SPACE, VOLUME IN CUBIC FT- - OR EXTERIOR ENVELOPE DESIGN (MAScheck) AS PRESCRIBED IN APPENDIX-J' INDEX BEFORE SUBMISSION. r24' WIDE T-6" CLG. 13,166.11 MIN. - 27,333.77 MAX 24' WIDE 7'-6' CLG 26-70' MIN - 33'-9 1/4' MAX OF THE STATE BUILDING CODE. 24' WIDE 8'-0' CLG. 13,619.71 MIN- - 42.221.11 MAX. 9112 24' WIDE 8'-O" CLG 27'-10' MIN - 34'-9 1/4-MAX PENGROVE BUILDING / FOUNDATION BY GENERAL CONTRACTOR „� 5/12 26' WIDE T-6" CLG. 14,533.20 MIN. - 45,05293 MAX REVERSED ?6' WIDE T-6" CLG 2T-11' MIN - 34'-1 1/4" MAX ROOF 26' WIDE 8'-O' CLG. 15,046.54 MIN. - 46,644.27 MAX. - ROOF 26' WIDE 8'-0- CLG 28'-11- MIN - 35'-1. 1/4- MAX SYSTEMS INC. 28' MOE 7'-0' CLG. 15.685.70 MIN. - 48,625.67 MAX. 28' WIDE 7'-6' CLG 29'-7 1/4-MIN - 34'-1 1/4" M.AX T 28' WIDE 8'-O' CLG. 16,235.70 MIN. - 50,330.67 MAX. 28' WIDE 8'-O" CLG 30'-7 1/4'MIN - 35'-1 1/4" MAX P.D.BOz 579 ONE 11AUR0 AVS. XN0Y_PA 1823= 24' WIDE 7'-6' CLG, 14,089.63 MIN- = 43,677.90 MAX. TT= ' 24' WOE, 8'-0' CLG. 14,562.97 MIN. - 45,145.23 MAX. G) DESIGN OCCUPANCY LOAD PER FLOOR : CD'v`ER SHEET 9/12 26' WIDE 7'-6" CLG. 15,774.30 MIN. - 48,900.36 MAX. (200 SO FT PER OCCUPANT) ROOF 26' WIDE 8'-O' CLG. 16,287.63 MIN. - 50,491.70 MAX 24' WIDE = 4.73 MIN. - 14.68 MAX. DAM BY 28' WIDE 7'-6' CLG. 17,102.00 MIN. - 53,01.6.22 MAX. 26' WIDE = 5.14 MIN. - 15.92 MAX. g- DATA PLATE AND MASSACHUSETTS LABEL LOCATIONS QEDTERl ER PEVRYMNCEREOUIRENEPM 4- W ra 28' WIDE 8"-O" CLG. 17,652.00 MIN- - 54,721.22 MAX. 26' WIDE = 5.50 MIN. - 17.06 MAX REMSED DCPVATMW DAB 11 9 Ox jm DATA PLATE LOCATED UNDER KITCHEN SINK - REAM EVM R��0N N A DATES n/zT/n. me � 24', WIDE 7'-6" CLG. 14,834.10 MIN. - 45,976.44 MAX. H) SPECIAL SYSTEMS BY TYPE: RE\'L4D nnEx a RE1I90N DATE n oz ,De 24' WIDE 8'-0" CLG. 15.304.44 MIN. - 47,443.77 MAX. 1. TYPE OF FIRE ALARM SYSTEM - -.ONE MASSACHUSETTS LABEL PER TRANSPORTABLE UNIT REWSEDD EJ RATMN DATE D 3 m RPD 12/12� 26' WIDE 7'-6' CLG. 15,597.78 MIN. - 51,453.11 MAX. PHOTO-ELECTRIC SMOKEDETECTORS 1 - UNDER KITCHEN SINK REVtSD E)0 ATIDN DATE •2v w ADG ROOF 26' WIDE 8'-O' CLG. 17,111.11 MIN.- 53,044.45 MAX. ** FIRE ALARM SYSTEM MUST BE INSPECTED BY 2 - FOYER CLOSET 28' WIDE 7'-6' CLG. 18,035.42 MIN. - 55,909.80 MAX. THE LOCAL FIRE DEPARTMENT OR INSPECTOR 3 - HALL CLOSET 2ND FLR. �'� NONE MGC PAGS No. 26' WIDE 8'-0' CLG. 18.585.42 MIN. - 57,614.80 MAX. 2. TYPE OF FIRE SUPPRESSION SYSTEM: N/A 4 - BEDROOM #2 CLOSET J. OTHER : N/A ' - STATE, PFS LABEL LOCATION MACVRSHT.DWG ya 26 AUG 94 ¢� r RIDGE VENT SHIP-LOOSE & INSTALLED BY BUILDER (MUST COVER 607 OF RIDGE) FIBERGLASS SHINGLES OVER 15# ROOFING FELT VENTED VINYL SOFFIT & ALUM. FASCIA (GUTTER & D.S. BY OTHERS) ® ® PANELED SHUTTERS (FRONT ONLY) 12 5 full L.JIUMIUIL-11" El 0 El H ::1 0 L ®® 100 NOILID OLI -0 DBL: 4' VINYL SIDING FIELD VERIFY GRADE PFS Corporation TEPS, PORCHES,ETC. DONE BY OTHERS Northeast Region APPROVED - 3 I/I7l7 2 Approval limited to Pengrove Building Systems, Inc. Factory Built Portion P.O. Box 579 One Mauro Ave. Knox, PA 16232 IPROJ./NAME: NOTE: CUSTOM THIS DRAWING IS FOR ILLUSTRATION BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY * D ONLY,IT IS NOT TO BE SCALED CUSTOMER: WRING SERIAL ATE: 12 14 06SCALE: 3 16in.=lft. DR. BY: JLG DATE REVISION QUOTE # PGQ4128 I DEL. ST.: MA 12/15/061 ARCH. SET RLM FRONT ELEVATION 2 i �y a p. RIDGE VENT SHIP-LOOSE & INSTALLED BY BUILDER (MUST COVER 60% OF RIDGE) FIELD VERIFY GRADE TEPS, PORCHES,ETC. TEPS, PORCHES,ETC. DONE BY OTHERS DONE BY OTHERS PFS Corporation North82st Region APPROVED 2 1 aup Pengrove Building Systems, Inc. P.O. Box 579 One Mauro Ave. Knox, PA 16232 Approval limited to NOTE: Factory Built Portion PROD./NAME: CUSTOM BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY THIS DRAWING IS FOR ILLUSTRATION SERIAL # DATE: 12 14 06 ONLY,•IT IS NOT TO BE SCALED CUSTOMER: WRING SCALE: 3 16in.=1ft. DR. BY: JLG DATE I REVISION QUOTE # PG04128 I DEL. ST.: MA 12/15/061 ARCH. SET RLM REAR ELEVATION 1 .3 RIDGE VENT SHIP-LOOSE & RIDGE VENT SHIP-LOOSE & INSTALLED BY BUILDER INSTALLED BY BUILDER (MUST COVER 609 OF RIDGE) (MUST COVER 60%OF RIDGE) Al2 12 5�— 5 r— U. �a FIELD VERIFY GRADE LEFT ELEVATIONTE ,RIGHT ELEVATION DONE BYOOTHE SETC. PFS Corporation North82st Region APPROVED 2 aup - 3 Pengrove Building Systems, Inc. 1/17/ 7 P.O. Box 579 One Mauro Ave. Knox, PA 16232 Approval limited to PROJ./NAME: NOTE: Factory Built Portion CUSTOM BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY THIS DRAWING IS FOR ILLUSTRATION SERIAL # DATE: 12 14 06 ONLY,IT IS NOT TO BE SCALED CUSTOMER: WRING SCALE: 3 16in.=lft. IDR. BY: JLG DATE REVISION QUOTE # GQ4128 I DEL. ST.: MA 12/15/061 ARCH. SET RLM SIDE ELEVATIONS 4. 56'-0" 1-0' I TYP' I 6'-0" TYP. I � r � o� I LP LF=1312 � I 1/2" DIA. ANCHOR BOLTS N 4" CONC. FLOOR rn I I r7 4'-1" 5'-3" MAX 9297# 10622# _ � - I- � �_-I f wo f� � -I D f�- --L—J L— L—J L—J —J L—J --- L—J N PLF= 2276 LOAD TO GIRDER PROVIDED 9 1 POINT LOADS. BY MANUFACTURER 6� 1657# LL PLACE SUPPORT COLUMN JACKS AND 1090# DL 10" X 12" SUPPORT PLATE WITH HALF OF THE PLATE UNDER THE CENTER BEAM OF EA. MODULE. (SEE SET MANUAL) PFS Corporation FOOTING SIZE BASED ON 250 sf SOIL BEARING CAPACITY Northeast Regionrn 257 LF FOOTINGS PER SOIL BEA CONDITIONS 1 156 LF POINT LOADS: APPROVED 1657# ILL H Raup 1090# DL 111.7/07 Approval limited to Factory Built Portion ——————— — ——————————— — —— ------------------------------------ �BRICK SHELF PROJECTION OF lygssq IF REQ'D FRONT O O� NADER 8'-2" TOMAS o E No.46213 A 9 O DESIGN & REVIEW COVERS 9 F ccG\��c�, 2 THIS PORTION OF PLANS ONLY 0 P'N' THIS FOOTING IS STRATEGICALLY LOCATED Pengrove Building Systems, Inc. NOTES: 01/16/2007 FOR LARGE MARRIAGE WALL SPAN ABOVE P.O. Box 579 One Mauro Ave. Knox, PA 16232 1. LENGTH & WIDTH DIMENSIONS TO STUDS ONLY. 2. THIS DRAWING IS PROVIDED FOR DIMENSIONAL AND LOAD PURPOSES ONLY. PROJ./NAME: WALL AND FOOTING SIZES, & REINFORCING FOR THE SAME, PROVIDED BY OTHERS. FOUNDATION PLAN 3. HEIGHT FROM TOP OF CONC. SLAB TO TOP OF SILL PLATE = 8'-0' CUSTOM 4. MAXIMUM GIRDER SPANS ARE BASED ON SPF(S) #2 LUMBER UNDER FULL LOAD. THE FINAL DESIGN FOR ALL PRE-SITE WORK REQUIRED IN BUILDER: GO MODULAR 27'-6" X 48'/56'-0" TWO STORY 5. APPROXIMATE WEIGHT OF HOME = 39 Ib/sq ft. CONNECTION WITH THE SET-UP/INSTALLATION OF 6. CRAWL SPACE ACCESS LOCATION IS TO BE DETERMINED ON SITE BY BUILDER. THE UNIT SHALL BE PREPARED BY A P.E. or R.A.. SERIAL # DATE: 12 14 06 (22"x24" ACCESS REQ'D.) THIS DRAWING IS TO BE BASED ON LOCAL SOIL CONDITIONS CUSTOMER: WRING SCALE: 3 16in.=1 ft. IDR. BY: JLG DATE I REVISION QUOTE PG04128 I DEL. ST.: MA 12/15/061 ARCH. SET RLM FOUNDATION PLAN rj MA FUEL/GAS/PLUMBING CODE WIND SPEED - 90 MPH (3 SEC GUST) MA STATE BUILDING CODE, 6TH EDITION EXPOSURE: B 1993 BOCA NATIONAL MECHANICAL CODE SEISMIC DESIGN CATEGORY. B WITH AMENDMENTS SNOW LOAD: 40 PSF 2005 NATIONAL ELECTRICAL CODE WITH MA AMENDMENTS STAIRS: 8 1/4",9" 56'-0" 6 0 VINYL SLIDER #1 6 0 VINYL SLIDER #3 DC 2430 3030 3030 3030 I r 12'-10'" SCR �9 SB 36 7 � � I 17'-7 1/4" B LB � YN a 3� 36 STATE SEAL � Y I _¢ N (�/S/ MS" PFS SEAL Q I s (( m.*0 O F331+ DATA PLATE m m m 4 o= oa EP233514'-0^ SHIM Z LIVING ROOM J_ LAUNDRY o CL DINING ROOM X No N J KITCHEN W a l ROOM AREA 401. x i ROOM AREA 165.7 I N 3 M F331+ I i RE D SUPP. n RE D SUPP. cv EP2335 I N 3Z.6147 2/8 13.2 32.4 VENT 16.3 23.7 9.-a., IQp 24- SPACE 26 I v :n4 FOR UNDER BAR TOPMUD RQ MCAB. REFIG. F331+ 0 0EP233d (3)SPF#2 (3)SPF#2 \ m00STUDS 2 1/4" W W W I STUDS PER UNIT N v io 3614 3030 2730 PER UNIT 3/0 c^v 2/6 ORP�i6R I (3) 2.4 SPF#2 STAIR11 I /6 #3 I 5'-2 1 1= 7'-10 1 2" SHIM a0 13'-4" a PFS Corporation Ia GREAT ROOM Wm _ Region co Northeast Io I ��' FOYER BATH#3o DEN 1 N (2) 2` PIPES ROOM AREA 308.9 N Q IN RE D SUPP. 3�u a-s-o3 ROOM AREA 186.7 C TO ATTICAPPROVED LIGHT24.7 23.2 wmz READ SUPP. Io 12.3 23.2 0¢Q 14.9 20.8 p I� UP v'�� 7.4 11.6 p Raup - Z STATE SEAL I/1.7/07 N 8'-2 1/4" I 2/6 Approval limited to I (3) 2x6 SPFr2 MI Io Factory Built Portion O 3/0 # #3 # TEMP. # # 4'-10" 8'-6" 8'-0" 10'-8" B'-0" 5'-4" Jt1 OF lygs�o -9 NADER TOMASBI 1-1 CIVIL y 2 DESIGN & REVIEW COVERS No.46213 THIS PORTION OF PLANS ONLY `0 9F Fo cue Pengrove Building Systems, Inc. 0 G P.O. Box 579 One Mauro Ave. Knox, PA 16232 01/16/2007 PEACHTREE 300 SERIES PROJ./NAME: CUSTOM N0. R 0 LIGHT VENT EGRESS BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY 1 2'-7" x3'-0 1 2" 4.2 2.4 NO SERIAL # IDATE: 12 14 06 2 3'-3"x5'-0 1 2" 10.9 6.0 YES CUSTOMER: WRING SCALE: 3 16in.=1 ft. DR. BY: JLG 3 h2'-10"x5'-6 1 2' 10.4 5.8 YES DATE REVISION QUOTE PGQ4128 DEL. ST.: MA 4 "x5'-6 1 2" 12.3 6.8 YES 12 15 06 ARCH. SET RLM FIRST FLOOR PLAN 6 "x3'-41 2" 6.5 3.6 NO MA FUEL/GAS/PLUMBING CODE MA STATE BUILDING CODE, 6TH EDITION 1993 BOCA NATIONAL MECHANICAL CODE WITH AMENDMENTS 2005 NATIONAL ELECTRICAL CODE WITH MA AMENDMENTS STAIRS: 8 1/4"9" 56'-0" DBL#3 1 DBL#3 DBL#1 TEMP. i 12'-5" 8.-4" 12'-0.. m s-0" LVI BATH#1 N N a o C. BEDROOM#4 - WIC#3 y ,UD 3: ID ROOM AREA 108.5 �j � _ l BEDROOM#3 m 0"REQD SUPP. O ° ROOM AREA 15%3 e STATE SEAL 8.6 20.8 REO D SUPP. a w 4.3 11.6 BATH#2 N I 12.6 27.3 2/6 z 6.3 II 2 X - N DUAP 2/6 2/6 2/6 SHOWE�� HEAD 2/6 m 17'-1" N (1) 1 i'x20" LVL PER UNIT IN CEILING cO 2X6 WALL 2/6 (3) SPF#2 STUDS PER SIDE -- 18 --LTJ 2/6 N #5 FLAT CEILING FLAT CEILING I STAIR11 I Z I � ' I 15'-11" 17'-10" ROOF BY FACTORY - m BEDROOM#2 4-7 BEDROOM 1 # (2) 2" PIPES M ROOM REQD SUPP. N N WIC 1 ROOM AREA 258.0 N TO ATTIC � � REQ D SUPP. I 18.2 110.E ILIGHTI 20.6 20.8 0 STATE VENT 1 10.3 11.6 0 8'-0" 7'-6 1/2" I SEAL F Corporation I 21 WIC#2 z/s reRegion IAPPROVED L- ------- I H Raup - 3 #3 #3 #3 #3 5'-4" -0" 21'-4" 8'-0" 5'-4" ./1 7/07 Approval limited to USS Factory Built Portion q 48'-0" O� NAD R G ) CIVIL N 2 DESIGN & REVIEW COVERS No.46213 THIS PORTION OF PLANS ONLY .off �F �o\���e Pengrove Building Systems, Inc. 0 P.O. Box 579 One Mauro Ave. Knox, PA 16232 01/16/2007 PROJ./NAME: PEACHTREE 300 SERIES CUSTOM N0. R 0 LIGHT VENT EGRESS BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY 1 2'-7" XT-0 1 2" 4.2 2.4 NO SERIAL * DATE: 12 14 06 2 3'-3"x5'-0 1 2" 10.9 6.0 YES CUSTOMER: WRING SCALE: 3 16in.=1 ft. I DR. BY: JLG 3 2'-10"x5'-6 1 2" 10.4 5.8 YES DATE REVISION QUOTE # GQ4128 DEL. ST.: MA 4 3'-3"x5'-6 1 2" 12.3 6.8 YES 12/15/061 ARCH. SET RLM SECOND FLOOR PLAN 5 1 3'-3"x3'-41 2" 6.5 13.6 1 NO 17 WINDOW SCHEDULE NOTES ID MANUFACTURER MODEL MATERIAL FINISH ROUGH OPENING GLAZING VENT TYPE DESIGN PRESSURE ALLOWABLE WIND SPEED SEE NOTES 1. ALL WINDOWS AND DOORS ARE AS LISTED OR EQUAL, SO LONG AS LIGHT, 1A PHILIPS SERIES 810, 2414 SOLID VINYL N A 2'-6 1 8" x '' 1 4" 5.31 2.609 SINGLE HUNG R20 90 MPH VENLEGRESS AND DESIGN PRESSURE ARE MET. 1B PHILIPS SERIES 820, 2414 SOLID VINYL N A 2'-6 1 8" x 3'-1 1 4" 5.31 2.609 DOUBLE HUNG R35 120 MPH 2. REFER TO SPACE & SAFETY NOTES # 4 & 14 ON PAGE 1A GENERAL NOTES. 1C PHILIPS SERIES 850, 2630 SOLID VINYL N/A 2'-6" x 3'-0" 4.6 4.0 CASEMENT C35 120 MPH 3. EACH SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR 1D ANDERSEN SERIES 400, 24210 VINYL CLAD WOOD PAINT or STAIN CLADDING 2'-6 1 8" x 3'-1 1 4" 4.7 2.71 DOUBLE HUNG DP20 or UPGRADE KIT DP50 90 MPH UPGRADE KIT 130 MPH EXTERIOR DOOR FOR MEANS OF EMERGENCY EGRESS OR RESCUE. 1E ANDERSEN SERIES 400, 24210 VINYL CLAD WOOD PAINT or STAIN CLADDING 2'-6 1 8" x 3-1 1 4 4.7 2.71 DOUBLE HUNG TILTWASH DP30 or UPGRADE KIT DP45 110 MPH UPGRADE KIT 130 MPH 1F ANDERSEN ISERIES 400, CW13 VINYL CLAD WOOD I PAINT or STAIN/CLAD ING 2'-4 7 8" x 3'-0 1 2"5.2 4.9 CASEMENT IDP4U 130 MPH 4. WINDOW EGRESS REQUIREMENTS: SILL HEIGHT OF LESS THAN 44', NET CLEAR OPENING OF 5.7 SgFt, MINIMUM NET CLEAR OPENING WIDTH OF 20'. 2A PHILIPS SERIES 810 3224 SOLID VINYL N/A 3'-2 1 8 x 4-9 1 4 11.7 5.8 SINGLE HUNG R20 90 MPH 11 AND MINIMUM NET CLEAR OPENING HEIGHT OF 24". 2B PHILIPS SERIES 820, 3224 SOLID VINYL N A 3'-2 1 8" x 4'-9 1 4" 11.7 5.8 DOUBLE HUNG R35 120 MPH 11 5. SEE CALLS MANUAL FOR OVERALL U-VALUES. 2C PHILIPS SERIES 850. 3040 SOLID VINYL N A 3'-0" x 4'-0- 8.2 7.3 CASEMENT C35 120 MPH 11 2D ANDERSEN SERIES 400, 3046 VINYL CLAD WOOD PAINT or STAIN CLADDING V-2 1 8" x 4'-9 1 4" 10.8 5.93 DOUBLE HUNG DP20 or UPGRADE KIT DP50 90 MPH UPGRADE KIT 130 MPH 11 6. SKYLITES MUST BE CONSTRUCTED WITH PERMITTED MATERIALS AS DEFINED IN 2E ANDERSEN SERIES 400, 3046 VINYL CLAD WOOD PAINT or STAIN CLADDING 3-2 1 8 x 4-9 1 4 10.8 5.93 DOUBLE HUNG TILTWASH DP30 or UPGRADE KIT DP45 110 MPH UPGRADE KIT 130 MPH 11 SECTION R308.6.2 .NY. 2F ANDERSEN SERIES 400, CW25 VINYL CLAD WOOD PAINT or STAIN CLADDING 4-9 x 5-0 3 8 18.4 17.4 CASEMENT DP40 130 MPH 11 7. AREA OF HABITABLE SPACE SHALL BE 8%OF FLOOR 3A PHILIPS SERIES 810 2852 SOLID VINYL N/A -10 1 8 x 5-5 1 4 11.9 16.0 SINGLE HUNG IR20 90 MPH 11 AREA FOR NATURAL LIGHT WITH 4%OPENING FOR VENTILATION MINUMUM. 3B PHILIPS SERIES 820, 2852 SOLID VINYL N/A -10 1 8" x 5'-5 1 4 11.9 16.0 IDOUBLE HUNG JR35 1120 MPH 11 &EVERY DWELLING UNIT SHALL HAVE AT LEAST ONE HABITABLE ROOM THAT SHALL 3D ANDERSEN SERIES 400 2852 VINYL CLAD WOOD PAINT or STAIN CLADDING 2"-10 1 8 x 5-5 144111.0 6.1 DOUBLE HUNG IDP20 or UPGRADE KIT DP50 90 MPH UPGRADE KIT 130 MPH 11 HAVE NOT LESS THAN 120 SQUARE FEET OF GROSS AREA WITH A MIN. 3E ANDERSEN SERIES 400. 2852 VINYL CLAD WOOD PAINT or STAIN CLADDING 2'-10 1 8" x 5-5 1 4 11.0 6A DOUBLE HUNG TILTWASH Dp30 or UPGRADE KIT DP45 Ilin MPH UPGRADE KIT 130 MPH 11 HORIZONAL DIMENSION OF NOT LESS THAN 7' FEET. OTHER HABITABLE ROOMS 4A PHILIPS SERIES 810. 3224 36 SOLID VINYL N/A 3-2 1 8 x 5-9 1 4 14 6.7 ISINGLE HUNG R20 90 MPH 11 SHALL HAVE A FLOOR AREA OF NOT LESS THAN 70 SQUARE FEET, EXCEPT 4B PHILIPS SERIES 820, 3224 36 SOLID VINYL N/A 3-2 1 8 x 5-9 1 4 14 6.7 DOUBLE HUNG R35 90 MPH 11 KITCHENS, SHALL NOT HAVE LESS THAN 50 SQUARE FEET OF GROSS FLOOR AREA. 4D ANDERSEN SERIES 400, 3056 VINYL CLAD WOOD PAINT or STAIN CLADDING 3-2 1 8 x 5-9 1 4 13.5 5.93 DOUBLE HUNG DP20 or UPGRADE KIT DP50 90 MPH UPGRADE KIT 130 MPH 11 SECTION R304 . NY. 4E ANDERSEN SERIES 400, 3056 VINYL CLAD WOOD PAINT or STAIN CLADDING 3-2 1 8 x 5-9 1 4 13.5 5.93 DOUBLE HUNG TILTWASH DP30 or UPGRADE KIT DP45 110 MPH UPGRADE KIT 130 MPH 11 9. GLAZING IN INTERIOR & EXTERIOR DOORS, FIXED SIDE PANELS, TUB & SHOWER ENCLOSURES (INCLUDING DOORS , PANELS & EXTERIOR WINDOWS), INTERIOR 5A PHILIPS SERIES 810, 3216 _ SOLID VINYL N/A 3-2 1 8 x 3-5 1 4 8.0 3.9 SINGLE HUNG R20 90 MPH PANELS 18' OR LESS FROM THE FLOOR LEVEL, AND/OR WHEN THE NEAREST 5B PHILIPS SERIES 820. 3216 SOLID VINYL N A DOUBLE HUNG R35 120 MPH VERTICAL EDGE IS WITHIN A 24' ARC WHEN THE DOOR IS IN THE CLOSED 5C PHILIPS SERIES 850, 3036 SOLID VINYL N/A 3'-0" x 3-6 7.0 6.3 CASEMENT . C35 120 MPH POSITION, SHALL BE SAFETY GLAZED. 5D ANDERSEN SERIES 400, 3032 VINYL CLAD WOOD PAINT or STAIN CLADDING 3-2 1 8 x 3-5 1 4 7.2 4.0 DOUBLE HUNG DP20 or UPGRADE KIT DP50 90 MPH UPGRADE KIT 130 MPH 10. EACH DWEUJNG SHALL HAVE AT THE PRIMARY LOCATION A MAIN ENTRANCE 5E ANDERSEN SERIES 400, 3032 VINYL CLAD WOOD PAINT or STAIN CLADDING 3'-2 1 8 x 3'-5 1 4 7.2 4.0 DOUBLE HUNG TILTWASH DP30 or UPGRADE KIT DP45 110 MPH UPGRADE KIT 130 MPH DOOR. THIS DOOR SHALL BE BOTH SWING TYPE & 36' MIN. WIDE. 5F ANDERSEN SERIES 400, CN235 VINYL CLAD WOOD PAINT or STAIN CLADDING 3-5 1 4 x 3'-5 3 8 8.0 7.74 CASEMENT DP40 130 MPH 11. MEETS EGRESS REQUIREMENTS. 6A PHILIPS SOLID VINYL N A -6 1 4" x 4'-10 1 4 25.1 4.6 30de BAY-FIXED GLAS C25 100 MPH SEE NOTES 14 12. INFILTRATION IS PROVIDED ON THE HEAT CALCULATIONS SPECIFIC TO THE 68 PHILIPS. ISFRIES 840- SOLID VINYL N A 8'-0 1 4" x 5-2 1 4'137.4 16.8 140deq BAY-FIXED GLA C25 1100 MPH SEE NOTES 14 WINDOW& DOOR MANUFACTURER, MODEL & TYPE, AS PER INDIVIDUAL FLOOR 6 VI C ANDERSEN SERIES 400, 3D-4442-20 NYL CLAD WOOD PAINT or STAIN CLADDING 8'-7 x 4'-6 3 4" 34.2 7.12 30de BAY-FIXED GLAS DP65 130 MPH SEE NOTES 14 PLANS. 7A IPHILIPS SERIES 840 9062 BO SOLID VINYL N A 7'-6 1 4" x 5'-2 1 4"127.4 19.0 ISOW W FIXED GLASS C25 100 MPH SEE NOTES 14 13.TYVEK AIR INFILTRATION BARRIER OR EQUAL BUILDING WRAP SHALL BE 78 ANDERSEN ISERIES 400, C44 BOW VINYL CLAD WOOD I PAINT or STAIN CLADDING 8'-1 1 2" x 4'-2" 123.6 122.4 ICASEMENT IDP40 1130 MPH INSTALLED OVER ALL EXTERIOR WALL SHEATHING AS REQUIRED. 7C ANDERSEN ISERIES 400 C45 BOW VINYL CLAD WOOD I PAINT or STAIN CLADDING 8'-1 1 2" x 5'-2" 130.2 128.4 ICASEMENT IDP40 1130 MPH 14.THE DESIGN PRESSURE IS GIVEN FOR THE FIXED GLASS PORTION OF THESE WINDOWS. FLANKER DESIGN PRESSURES ARE LISTED PER TYPE; SINGLE HUNG, 8A PHILIPS SOLID VINYL N A '-11 1 4" x 5'-0 1 4'27.4 9.8 PICTURE WINDOW W FIXED GLASS C25 100 MPH SEE NOTES 14 DOUBLE HUNG AND CASEMENT. THE OVERALL WINDOW DESIGN PRESSURE SHALL 86 ANDERSEN SERIES 400 18-4446-18 VINYL CLAD WOOD I PAINT or STAIN CLADDING 8'-1 1 2" x 4'-9 1 4'126.4 16.4 IPICTURE VAN 1130 MPH SEE NOTES 14 BE BASED ON THE LOWEST RATED COMPONENT OF THE WINDOW COMBINATIONS. 9A PHILIPS ISERIES 840, HRW30 ISOLID VINYL N A 3'-2 1 8" x 1'7 1 8" 2.8 0.0 FIXED A R45 130 MPH SEE NOTES 96 ANDERSEN SERIES 400, CTN30 VINYL CLAD WOOD PAINT or STAIN CLADDING 3-2 1 2 X 1-9 1 4 2.8 10.0 ROUND FIXED GLASS]DP65 1130 MPH SEE NOTES 10A PHILIPS ISERIES 840 OW24 I SOLID VINYL N A 2'-0 1 4' x 2'-0 1 4" 2.8 jo.o TAGON W FIX SS R45 130 MPH SEE NOTES 10B ANDERSEN ISERIES 400, OW24 IVINYL CLAD WOOD I PAINT or STAIN CLADDING 2'-0 1 4" x 2'-0 1 4" 2.8 10.0 IOCTAGON W FIXED CLASSIDP65 1130 MPH SEE NOTES DOOR SCHEDULE ID MANUFACTURER MODEL MATERIAL FINISH ROUGH OPENING TYPE DESIGN PRESSURE ALLOWABLE WIND SPEED PFS .Corporatlon Al THERMA TRU 3 0 PANELED STEEL PRIMER PAINT -2 1 2 x 6'-10 1 2 INSULATED 6-PANEL 45.3 130 MPH A2 THERMA TRU 3 0 S255 STEEL PRIMER PAINT -2 1 2 x 6'-10 1 2 INSULATED 2-LITE 45.3 130 MPH Northeast Region A3 THERMA TRU 3 Ow-SGLSIDE-LITE STEEL PRIMER PAINT -5 7 16 x 6-10 1 2 INSULATED 2-LITE 45.3 130 MPH A4 THERMA TRU 3 Ow-DBLSIDE-LITE STEEL PRIMER.PAINT -8 7 16 x 6-10 1 2 INSULATED 2-LITE 45.3 130 MPH APPROVED A5 THERMA TRU 3 0 FIRE DOOR STEEL PRIMER PAINT -1 1 4 x 6-9 1 4 STEEL FLUSH'S'LABEL 90 MIN. 60 130 MPH Taal 61 THERMA TRU 2 PANELED STEEL PRIMER PAINT '-10 1 2' x 6'-10 1 2" INSULATED 6-PANEL 45.3 130 MPH 62 THERMA 8 TRU 2 8 S262 ISTEEL I PRIMER PAINT '-10 1420 x 6'-10 142'1 INSULATED 9-LITE 145.3 1130 MPH 1/1 7/ '7 B3 ITHERMA TRU 2 8 FIRE DOOR ISTEEL I PRIMER PAINT -9 1 4 x 6'-9 1 4 STEEL FLUSH'B'LABEL 90 MINJ 60 1130 MPH C1 SUPERSEAL SERIES 850 6068 SOLID VINYL N A 5-11 1 8 x 6-7 3 4 GLIDING PATIO DOOR Approval limited to R45 130 MPH ' C2 ANDERSEN 6 0 PERMA-SHIELD VINYL CLAD WOOD PAINT or STAIN CLADDING 6'-0 3 8" x 6'-8" GLIDING PATIO DOOR 45 1 MP Factory �lII(1 C)rtlt3tT C3 ANDERSEN 6 0 FRENCHWOOD VINYL CLAD WOOD PAINT or STAIN CLADDING 5-11 1 4 x 6-8 SWINGING PATIO DOOR 40 130 MPH C4 THERMA TRU 670 SMOOTH-STAR STEEL PRIMER PAINT -3 1 2 x 6'-10 1 2 Tm INSUL SWINGING PA710 DDOR 149.2 1130 MPH D " 1 6 SWINGING WOOD OR MASONITE PAINT or STAIN 1 -8 x 6'-10" INTERIOR FLUSH or 6-PANEL E1 •• 2 0 SWINGER WOOD OR MASONITE PAINT or STAIN 2'-2' x V-10" INTERIOR FLUSH or 6-PANEL 240 BIFOLD WOOD OR-MASONITE PAINT or STAIN 2'-2' x 6'-10" INTERIOR FLUSH or 6-PANEL F1 '• 2 5 SWINGER WOOD OR MASONITE PAINT or STAIN 2-8 x 6'-10" INTERIOR FLUSH or 6-PANEL F2 " 246 BIFOLD WOOD OR MASONITE PAINT or STAIN 2'-8" x 6'-10' INTERIOR FLUSH or 6-PANEL 2 G1 •• 2 8 SWINGER WOOD OR MASONITE PAINT or STAIN V-10" x V-10" INTERIOR FLUSH or 6-PANEL H1 3 0 SWINGER WOOD OR MASONITE PAINT or STAIN 3'-2 x 6'-10 INTERIOR FLUSH or 6-PANEL Pengrove Building Systems, Inc. H2 3 0 SLIDER WOOD OR MASONITE PAINT or STAIN 3-2" x 6'-10" TNTERIOR FLUSH or 6-PANEL P.O. Box 579 One Mauro Ave. Knox, PA 16232 H3 *• 3 0 BIFOLD WOOD OR MASONITE PAINT or STAIN 3'-2' x 6'-10" INTERIOR FLUSH or 6-PANEL J2 �• 4 0 SLIDER WOOD OR MASONITE PAINT or STAIN 4-2 x 6-10 INTERIOR FLUSH or 6-PANEL PROJ./NAME: 4 0 BIFOLD WOOD OR MASONITE PAINT or STAIN 4'-2' x 6'-10" INTERIOR FLUSH or 6-PANEL K1 •• 5 0 SLIDER WOOD OR MASONITE PAINT or STAIN 5'-2" x 6'-10' INTERIOR FLUSH or 6-PANEL CUSTOM K2 "' 5 0 BIFOLD WOOD OR MASONITE PAINT or STAIN 5-2 x 6-10 INTERIOR FLUSH or 6-PANEL BUILDER: GO MODULAR 27'-611 X 48'/56'-0" TWO STORY L1 ** 6 0 SLIDER WOOD OR MASONITE PAINT or STAIN 6'-2" x 6'-10' INTERIOR FLUSH or 6-PANEL L2 " 6 0 BIFOLD WOOD OR MASONITE PAINT or STAIN 6'-2" x 6'-10" JINTERIOR FLUSH or 6-PANEL CUSTOMER: WRING SERIAL # DATE: 12 14 06 SCALE: 3 16in.=1 ft. IDR. BY: JLG DATE REVISION QUOTE # PGQ4128 I DEL. ST.: MA 12 15 06 ARCH. SET RLM WINDOW & DOOR SCHEDULE 8 56'-0" NwL E III F . 6 D I L---------- —— - I -. --�I I 13 1 DINING ROOM � ITCHEN I LIVING ROOM LAUNDRY 2 I I MUD ROOM J DS Corporation L-----— I NortheastalM_NT__ OU_E�OUUN 1 FURNACE L 7 TOP FOR UNDER COUN.I SAF — JFRID ERMO RE I a - N IIIII I� L` I ao 1/17/ 7 MOUNT UNDER Approval limit ed torurFOM Factory Built Portion 0 ODI 17 _ U 11 Rp - 0 GREAT ROOM BATH#o DEN (2) z" PIPESFIL- -r I TO ATTICTRANSFORMER TO BE OMOUNTED NEAR ------------- ------------ J FOYER 0 SERVICE PANEL T.V 2 �17 I r -----� 200 11) T �/ I :WA 11 IBSMTSERVICE iI hi i 0 —J RUN TO BASEM .TAV L———————— - BTUUH LOSS: 43,205 CIRCUIT AMP AWG CIRCUIT I AMP AWG BASEMENT 1 15 14 2 2 15 14 GREAT ROOM GEN. LIGHTIN 3 15 14 2 4 20 12 BATH #3 RECEPT 2 " DE 5 15 14 2 6 20 12 DINING ROOM KITCHEN 7 20 12 2 8 20 12 KITCHEN ALL BEDROOM OUTLETS SHALL BE PROTECTED BY A LISTED ARC— Pengrove Building Systems, Inc. RANGE 9 40 8 3 10 15 14 GEN. LIGHTING FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH THE NEC P.O. Box 579 One Mauro Ave. Knox, PA 16232 11 12 15 14 LIVING ROOM SECTION 210.12 GEN. LIGHTING 13 15 14 2 14 30 10 DRYER NOTES: PROJ./NAME: WASHER 15 20 12 2 16 1. INSTALL PHOTO ELECTRIC SMOKE DETECTORS. CUSTOM BEDROOM #2(AFI)/S.D 17 15 14 2 18 15 4 2 EN. LIGHTING 2. INSTALL METAL BOXES FOR LIGHT FIXTURES BUILDER: GO.MODULAR 27'-6" x 48'/56'-0" TWO STORY BEDROOM #1 (AFI) 19 15 1412 20 15 4 2 BEDROOM #3 (AFI) 3. INSTALL FOAM GASKET COVER PLATES ON ALL GEN. LIGHTING 21 15 4 2 22 20 2 2 BATH #1/#2 RECEPT . CUSTOMER: WRING SERIAL * DATE: 12 14 06 BEDROOM #4 (AFI) 23 15 4 2 24 15 4 2 GEN. LIGHTING EXTERIOR WALL RECEPTACLES AND SWITCHES SCALE: 3 16in.=lft. DR. BY: JLG 4. INSTALL CARBON MONOXIDE DETECTOR PER DATE REVISION QUOTE PG04128 DEL. ST.: MA HABITABLE FLOOR 12 15 06 FLOOR ARCH. SET RLM 1ST I L O O R ELECTRIC 19 56'-0" i MOUNT IN ATTIC 21 JB FOR RADON VENT 17 0 BATH#1 O h� 22 2 WIC#3 �� • o C; BEDROOM#4 BATH#2 BEDROOM#3 9, r ML L , r- I D � i 20 —5---� ``�. ` 19 Fi o e al . _ I J — tic4PD 1 ------- �,` 24 I I �..5 Northeast Region APPROVED N , OV �Q I ti T P — 3 -- -- — Eo ��� J:R fl � NTQA SF RUN NT PHONE1ST FLR 3- Approval limited to Factory Built Portion I 17 I BEDROOM#2 T.V I M BEDROOM#1 (z) z" PIPES WIC#1 To ATTIC I - 00 18 WIC#2 1 3 Ihl I I L— ------- BTUUH LOSS: 43,205 46'-0" CIRCUIT AMP AWG CIRCUIT AMP AWG BASEMEN 1 15 1412 2 15 14 GREAT ROOM GEN. LIGHTIN 3 15 1412 4 20 12 BATH #3 RECEPT 2 DE 5 15 1412 6 20 12 DINING ROOM KITCHEN 7 20 12 2 8 20 12 KITCHEN ALL BEDROOM OUTLETS SHALL BE PROTECTED BY A LISTED ARC— PengT ove Building Systems, Inc. RANGE 9 40 8 3 10 15 14 GEN. LIGHTING FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH THE NEC P.O. Box 579 One Mauro Ave. Knox, PA 16232 11 12 15 14 LIVING ROOM SECTION 210.12 GEN. LIGHTING 13 15 14 2 14 30 10 DRYER NOTES: PROJ./NAME: WASHER 15 20 2 2 16 1. INSTALL PHOTO ELECTRIC SMOKE DETECTORS. CUSTOM BEDROOM OM #1) AFI 17 15 4 2 18 15 4 2 ED LIGHTING 2. INSTALL METAL BOXES FOR LIGHT FIXTURES BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY BEDROOM #1 (AFI 19 15 4 2 20 15 4 2 BEDROOM #3 (AFI) GEN. LIGHTING 21 1 15 4 2 22 20 2 2 BATH #1/#2 RECEPT 3. INSTALL FOAM GASKET COVER PLATES ON ALL SERIAL # JDATE: 12 14 06 BEDROOM #4 (AFI)I 23 1 15 04120 24 15 V4121GEN. LIGHTING EXTERIOR WALL RECEPTACLES AND SWITCHES. CUSTOMER: WRING SCALE: 3 16in.=lft. DR. BY: JLG 4. INSTALL CARBON MONOXIDE DETECTOR PER HABITABLE FLOOR DATE REVISION QUOTE # PG04128 I DEL. ST.: MA 12 15 06 ARCH. SET RLM 2nd FLOOR ELECTRICAL WIRING & � O MODEL: IPGO4128 1ST FLR !HEA,T. LIGHT & VENT CALCULATIONS DATE: ' 12/16106 H ................... It ....... DiNJING ROOM KITCHEN LWING ROOM i LAUNDRY ROOM NA MUD ROOM ............ ........ ....................... ...............-.1.............. ....................... ........ S, 12.917 17,604 ' X 12,917 9A33 6.167 6.042 ............ CEILING HEIGHT j 8' S. 8. ........... .............................. ............................................. .......... ......... ............... ............ ET-UH U STUH ARE 8 T U H AREA 5TUH B T H A MMIMM 163.314 vl� 154.870 MXkXMkffi 6 7.3 8 0 MIXIM11" ............. ................ __AMMAX WINDOWS28.000 0.350 0�000 4.2,20 118.160 1 291.200 0'00:0 00 0.000 0.000 0 0 0'D 16.200 0.190 0.000 0.000 0.000, .000 01000 0.000 .000 0.000 0.000 OTHEi�2 DOORS TIO 000 34.200 0.390 400 i 1,1010.8s -0-0:0 0 0. -0----------- -,--,-3-2-4-0-0--------------- 1-,-Q...1-0- -0--0'-6'6........ 171.600 904.SSS IiEf-i-XPOSED WALLS 17,640 IM780 506,60$ 120.614 501�336 1$4.8 269 51.880 ................... i .,821 ............... ...........- ................................. ............- ...........--.......... ............. ........................... .......... .............................................. ........................ ............. 4A so 0.062 165�764 689.578 1 80.8a8 762.286 Z 2 7.: 945 946 6715 7 229.436 66.390 234.582 .764 1 0.001) 180.1138 0.000 227.1 0.00 0; 57.557 0.000 56.390 (WINDOWS) 0.000 PT#1 478-550 P T#3 726.950 MOO 0.000 0-000 0.000 DA00 I Nz F I L T R A 7 10 N {DOORS; ....................TN-F Y W"A...I.......................................... ........................... ................. ..........$-1 0-,.9-0-0----------- 0 810.900 610SL DER '000 218T-TRUE 778,000 ................. ...... ............ 16,3 2 1,8$5.601 %MMIA11M 287,214 IWAMMkk $83.695 IAMIAMM 1,400.003 IMUMMI WIMMM 1 ,001.267 Wffi1%k11k% 643,846 MWINIMA 1,256.611 i'mUk-mT IMMMM 410.317 6 41 ------------ ------ PROVIDED (LF.1 6 2 1.036 .2-AU-if-CE'd 6 �.005 3 2.175 TOTAL HOTWATER 138. PROVIDED (LF.) 7 3.255 7: 6 2 1,10 3 1.560 4 2.466 -------------I----------- ----------------------- ...... -------- ..... .......... ----------------------- TOTAL ROOM: AREA 165.760 iS Q.FT. 1 M840 S Q�f T, Yi7.fil) �SQ.FT. 57,560 S 0-F T. 66.390 iSQ.FT. 1.." 1. . ---, 6-.............. ....... ......... .............. P R 0 V 113 E Q VIDED PROVIDED R E 0'D, ....... 1PR R E Q'D R..O.V RE Q'D I ]PROVIDED REQ*D REQ1DPROVIDED L 16 H 14.467 18A 42,800 4.605 0 0 4.611 5.500 21 2-302 6 17.800 VENT 15 600 .234 1 2.450 9.096 .400 0.000 2.25 YES ...... ROOM NAME I GREAT ROOM FOYER DEN/8#3 0,000 0.000 SIZE 23,917 1 X 12-917 11-417 x E 12.917 14,5421 12.317 0 0.000 0,000 X 8. CEILING HEIGHT .... ..................---------------...... ..................--------------------------...... ------------------------ ---------- ----------- .................... U-V 8TUH AREA 8TUH AREA a AREA BTUH AREA L STUH -d'k-0,S--S--E-,X-P 0 S E D W A,L L S MMM"I \WckviWi ii --3--0T-.,S-78 1 MMMMI, MOO MMIMM ............ ............................................ ....... ............................ -6.350 41.600 i WINDOWS 28.000 1,164.800 0.000 0.000 20.806- 0.000 0.000 ---1111---� _682.400 0.000 DOORS 0.000 0.000 0.000 16.200 0.190 0.000 Y-�013 4�500 68.400 0.000 6--6 o'd 0.000€}TREK DOORS 31.200 0.390 0.000 0.000 0.000 0.000 0.000 0,000 0-000 0.000 0.000 0.0 D 01 NET 4,160 0.062 1,266.916 101�630 2 81 1)78 1,16 9.2 8 0,000 01000 -------------- --- -------t 0.052 1,285.173 147,4T3 613,480 213.673 888-0- 80 0-000 1 01000 0.0 0400 0.000 0�000 d'iffiL71 N G 0.000 1 0.000 308.936 147,473 01000 213 0.000 0.00 2,907,800 0.000 (2)P T#3 1,453.900 0.000 01000 INFILTRATION 0.000 310 0 S L $64.000 0,000 �000 0.000 .......... ...... .......... ................................. .......... .............. ............ .......... ............ ............ .............. ................. ...................... ................ .......... 0.000 00 0.000 0.000 ........... .............. -------- 94.464 0.0 0 0 0.000 '9 fX'C-'&`i-U 14 LOSS TOTAL WATT LOSS wl�-mwk\ WIMMMA 1 9 3 8.3 k"MMIM 676.984 MAMMM 1,200.019 IMMM"kv 01000- IWAIMM 01�000 ( -)7------- ........ L F 8 7.7 5 3 3 2.308 6 4.800 0 D.0 0 0 0 0.000 0.000 0 0.000 PROVIDEq 13 .603 5 1 ......... SO F T,TOTAL M. AREA 308.940 1S Q.FT. 1Z7.470 SO.FT. 213.0 F 0.000 SQ�FT- !PROVIDED R E O'D PROVIDED RE Q.'D PROVIDED R E O'D P R 0 VtD E D R E Q'I) REQ*D .............. . .................... ................. ..................... ........... ............. LIGHT ( 24.115 c's 0 0 17.094 0.000 0.000 .......... .............. ................... ...... ....... VENT„ .0.0,00 ......................... 12.358 23.200 5.899 20.000 8.5 ......... .........11.6"0 0 0.000 t 0.000 ............... ......... ........... jr-- YES YES YES 0 0 24,520 TOTALF .............................. ........................ ...................................... ........ ........... .........................- ............ . ........... .......... .......... 2 PFS Corporation Pengrove Building Systems, Inc. Northeast Region P.O. Box 579 One Mauro Ave. Knox, PA 16232 APPROVED PROJ./NAME: H Raup - 3 CUSTOM 1/17/07 BUILDER: GO MODULAR 27'-6" x-48'/56'-O" TWO STORY Approval limited to CUSTOMER: WRING SERIAL # IDATE: 12/14/06 Factory Built Portion SCALE: 3/16in.=lft. JDR. BY: JLG L V 3 D 42.860' 01 DATE REVISION QUOTE # PGQ4128 I DEL. ST.: MA 12/15/061 ARCH. SET (RLM) 1ST FLR. LIGHT/VENT/EGRESS MOIJEL P(304128 2Nt3 PLR HEAT LIGHT & VENT CALCULATIONS DATE 12l15106 ._ ROOM NXM'_ - - B:EDROOM #3 -' _- _ .. .. w., _.,t. . BATH #1 BEDROOM #4 ? WIG #3 IBA.TIi' #?. .. .. .. ..... .. ......'......, i., ...,, ......... ..., ...... .. ...... ,..,.._ SIZE 12.417 : x 12 750 8.333 i X 9 04« 12.000} x 9.042 5.000 x 9.042 10 833 X € 12.917 CEILING HEIGHT ......... $ .._.-. $ � ..,..�._�,__�._._.�_...._...-,.....�.. ....._.».-..w. ..._ .... .,. .... _........... ........ : ..........,. U_VAL:UE: AREA BTUH ._ AR»EA .._. .p... .._.. BTUH A.RE... ..._ . _,......... ..._._.. .__ _ .._... ...',_.__ ..._. _...... .....,... _._ . BTUH AREA BTUH._._... _,_. _._...._. .. L. ....._ A ....... _ _ ..m _ ... GROSS EXPOSED WALLS 111111i111111 1111i111111ti 300.664 illlillk41t11 69.664 11t111k1111t1 118.000 111lttlitklti 4 3,00 0 tilllttttttlk 200.664 11111llittill W IN DO»YV S 28.000 Q 350 27,300 764.400 4.200 117.600 20,800 ; 582.400 0.000 0.000' 8.400 235..200 rr DOORS 15.200 0.190 D.Odd ? 0 000 0,000 i 0.00d 0 006 0.000 0.000 0.000 0.000 fl.00fl _OTHER DOORS (PATIO DOORS} 31.?d0 „ 0�390: - O.QQtl V 0.00 0.000 0.000 0.000 0.000 0..000�� 0.00C 0„000 � � 'O.OdO NET EXPOSED W ALLS -'- 4 i6d 0.052 273 364 _ I 1,13T.194' 65.464 272.330M 97.200 404.35? 43.Od0 178:880 192.264 - 799:818 _a FLOOR i Q.OdO 0.000 158.317 0.000 75.347 W; 0.dfl0 108.504 D.OflO 45.?:i0 fl.004 139,:93d d.00d _»_.,._..__._._._._..._...._._... ._.._.__. .._..... .... _.,.. _ _.._, _, _,.....w CEfLSNG 2 640 0 033 168.317 i 417-956 76.3447 198.916 108,504 286..451 45.2.10 119.354 139.930 369,415 ........._.. ..... ... ....._......< . _ ........ ......_»... _.... ... _.... ..._ _.._.. .._..._. _................._.......... .. _.,... .. _ _........._._. ...............__...............__.....»._......._. ..»....._...__...-........................................ INFILTRATION {Wt:NDOWS ' _ PT#5f 2)#3 2 D47 650 PT#1 478.6501,453.900 _..__ . _.. _.._. .... _ _, _..___..._ {2;)PT#3 0.000 {2}PT#1 957.100 INFILTRATION ;{DOORSM I 0 000 � 0 .000 0.000 O.OflO 0.000 ENF[LTR.i4TION {PATIO} I D'.000 fl<0000.000 I 0.0 0 0 0.0 0 0 0.0 0 0 TOTAL BTUH LOSS kk111kittkllk lkttkk111k111 4,367.20 1:k11kkl1t4tik ! 1:,067.396 1k1i11t1k1tkk 2,7 27.A03 tkkkkkklkkikt 298,234 _ _._ ._... ..._. _._ .. ...._... ..._.._. ,.m_.._. _ _._ _..._...,.._._,... _... ......._. �._ _ iikl lk.11k 2,3fi _ 33 TOTAL WATT LOSS j lilllkktklllk kllkkllikitll i,279.953 klillkllillll 312.836 T t111�1t1111k I 799.26$ ttlltktt1111: _ $7.408 tktlillt111k1 692.126 TOTAL ELECTRIC BS PROVIDED (LF ) ._.__.. .. 5 120 �? I:251 4 3 i97 2: 0.350 3 2.769 .: , .. ... .. .... .. ..:..... .3 . ...,...... ., .......... .. ..., ... .... ... _.,, TOTAL. ttOTiNATER. BB PROVIDED (LF )_ a .. _._ ,.._ 0.. , 7.662 3 I 11.873 6 3, _ 4.784 2 0.623 6 4.143 W .. .»... .. .. ..... ... _............... .._. TOTAL ROOM AREA I 158.32D SOFT. 75.350 SQ,:FT, 1U8.:500 SQ.FT. 45.2i0 SO.F'i, 189.83A SQ.t't. b......._ _., .,_....., _...w w....__._. .» RE Q O PROVIDED REQ D PROVtDE:D REC2 D PROVIDED REQ D PROVtDE'D RE!Q'D PROVIDED LIGHT ..� ? _ 12,666 27.300 6.028 4.200 8.680 20.800 3.617 O.OQG -41µ.t94 8.400 mm- �_ . � VENT _ _ _.6_. . , .__..._._ .___.._15 ?d0 3.D14 2.400 4.340 11.600 1,$0$ 0.000 5..597 4.800 EGRESS 111"lkit!l1111 I YES 11i"klkliliitl "" N O Iklflltllitil "Y E"�" """`iCk11�1klitlll '� N O "" ""'111i1k1t1i1tC ...w...,"_....Y�E"5....._,..�., ROOM NAMEI___,. _._ _,...._ BEDROOM #2 1 WIG#2 I WIG#1 BEDROOM 91 O:OOD _ _ .__ _.. „,.....,» _ _ _ .._. SIZE I i5.917 x 12.917 •_mmr.. 7.542 x 9.375' 4 583I x 9,375 17 833 x 12.91'7 0 QOO mmx O.OQD .. _.. _... _..,�,.,. �.,.,..a .,..n._ CEfLfNG Ii:EIGHT _., _ ,.. 11-VALUE AREA BTUH AREA » QTUH AREA BT11ht _.: AREA BTUH' AREA BTUH i"s R O S S EXPOSED WALLS llktkl llkilk ikllllikltlil 2 41.3 3 6 t _...., .., : 1t.11klt1kiik 63.340 klkllitkkttit 39.664 lttttklttttill 259.664 kltltklkkkkil O.00d tk111tl1kikYt WINDOWS 28.000 0.350 2d.800 58?.4:Q0 0.000 0.d00 O.QOtt 0.000 2:4.800 I 582.400 0.00'0 0.000 DOORS I 16.200 0 i9fl 0.000 0.000 d:000 I 0.000 0:000 ? 0.000 0.0d0 fl:000 O.d00 Q,d00 OTFtER DOORS' ( 31 200 0 390 O ODO 0.000 0.000 ? 0.000 0.0'00 i 0.000 0.000 0.000 O,dO'fl 0.000 NET EXPOSED WALLS_...____ 220 636 _._ I 9i7.430 63 3•1.0 263.494 39.664 i 166.002 238.$6d 993.E74 0.fl0'0 0.0{I0 I} Q.flDO (y,0 00,...,... W..._..205 600 I D 000 TO 706 ; d..000 42.968 0.000- 23D.349 O.d00 0.000 ' 0.000 _.._ CEILING 2.640 d.033 206.600 542.784 7d.7fl6 186 665 » 42 968 1 i13:437 23D.349 608,i?1 0>fl0d 0.000 INFILTRATIONµ .._ _.,.._._ I 2IPT#3 i 453.900 0.000 0.000 2 PT#3 1,453.900 O.OgO I N F tL T R A T I O N �...._.,.... _.,M k D-Odd d -d00 4 O.d00 0.000 .. M.m .» O.Odd INFILTRATION _.._------._y__._____________ _ __ ____ _______ ._...._......._. _ ___._......._._.._.. .__.__. __....... 0 00d __.... t 0 fl0 0.000 TOTAL BTUH LOSS 11t1111t11t1! llltllllltlii 3,496.513 kllltli11114k 460.159 1111itk111lkt 278.439 ttlllt111114ty 3 638,ti95 ttltl�ttt1111 0.00.0 TOTAL WATT LOSS 11111tttl1itl lk1kt111i1t11 1,D24 769 tklkittiliilk I 131.934 tk1k11tll1111 ; 81.606 111ilktklltkk 1 066,265 111i1tkk111k1 0.000 TOTAL ELECTRIC BB PROVIDED 5 i 4..4M99 4a 2 0.52$ 2 0,326 5 4,266 0 0.000 _w., ,. . ., tOTAL HOTWAT'ER SS. PROVIDED {LF.) � _.�$ .,_ y,134 2 fl 790 2 0 468 8 6.383 d 0.000 .,a..., ..._. _, .._. ^�. _ m TOT. 206.600 .... ..... . .._..... , .... -...........L.. ..--.0-.- ....__...._ ......._ _ REQ D PROVIDED R:EQ D PROVIDED E D P ' __.»_..�...... _.._.,,_.,,. . ...m..�R,,.._. ,._._,rw.,e.. _._.»._.m.r,._A.,.>,.m w........_�_.....,_-__-.. _____.__.__...,._....,...�_..M�...�. ,_..__._..... � .r R G2 R O V I D E I) READ P R O if lD E D R E: D ;PROVIDED LtGH7 I i6.448 20.800 7.157' I 0.dd0 3.438 1 0.000 18,428 20.800 0.000 0.000 ENT � i _.__....._ ____.__._ __._.__,_,,._.......,,,...._. _ _. ... ...............'Z_2- __.._...._.....__........_......_11.60t} _ ry _.__.»....3.578_ ___. D D00 1.719 0 :000 9.214 '11I.600 0.00'0 0.000 E G R E S S Y E S t N O N O » » _ ...__..._......._»___.... _.._,_..»_ TOTAL HOUSE STLIH LOSS I 18,646 - ______._. _,,.,. _._.».._,_.........._. _ ......._._.__.._._.___..._.___ L F Corporation Pengrove Building Systems, Inc.North P.O.P.O. Box 579 One Mauro Ave. Knox, PA 16232 APPROVED PROJ./NAME: a p - CUSTOM 1/17J07 BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY Approval limited to SERIAL * DATE: 12 14 06 CUSTOMER: WRING SCALE: 3 16in.=1 ft. DR. BY: JLG Factory Built Portion DATE REVISION I QUOTE # PG04128 I DEL. ST.: MA 12/15/061 ARCH. SET RLM 2ND FLR. LIGHT/VENT/EGRESS 1 2 PFS Corporation ELECTRICAL LOAD CALCULATIONS Northeast Region HOUSE NO . : r P G Q �� 2 8 W AT T S APPROVED OR VOL.T -AMPS Raup — 3 LESS THAN 4 SEPARATELY CONTROLLED H 1/17/07 ELECTRIC SPACE HEATING UNITS 0.00 (L IN E A L FEET OF HEAT ) Approval limited to (TOEKICK = 6 LINEAL FEET 0 F HEAT ) Factory Built Portion 0 FOUR OR MORE SEPARATELY CONTROLLED 0 ELECTRIC SPACE HEATING UNITS (LINEAL FEET 0 F HEAT ) * THER LOADS : WATTS OR CIRCUIT WIRE VOLT -AM PS AM PACITY SIZE GENERAL LIG HTING (SQ . FT . OF HOUSE ) 3080 9240 is 1412 SMALL APPLIANCE *S (No . of KIT /DIN 'circuits ) 3 4500 20 1212 W ASHER (no . of units ) 1 1500 20 1212 FURNACE D RYER (no . of units ) 1 5600 30 1013 W ATER HEATER (no . of units ) 1 6500 25 1012 RAN G E (USE NAMEPLATE RATING 14100 40 813 2 DISHWASHER (no . of units) 1 1500 r2 0 1212 GARBAGE DISPOSAL (no . of units ) 690 is 1412 OTHER SUBTOTAL 42630 .0 0 JJW A T T S FIRST 10 KW OF LOADS @ 100 % 1 10 ,0001WATTS REMAINDER OF LOADS @ 40 % 1 1 3 ,0 5=1W A. T T S TOTAL CALCULATED LOADso LAIW A T T S REQUIRED SERVICE SIZE = 96 .050 A M PS (AMPS = WATTS / VOLTS (240 ) NOTE : ONLY 200 AMP PANELS WILL BE INSTALLED 2 Pengrove Building Systems, Inc. P.O. Box 579 One Mauro Ave. Knox, PA 16232 PROJ./NAME: CUSTOM BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY CUSTOMER: WRING SERIAL # DATE: 12/14/06 SCALE: 3/16in.=lft. fDR. BY: JLG 1DATE REVISION QUOTE # PGQ4128 DEL. ST.: MA 12/15/061:::: ARCH. SET (RLM) --IELECTRIC LOAD CALCS —F13 1 1/2' DIA, VENT 1 1/2' DIA. VENT 1 1/2' DIA, VENT SEE NOTE 2... SEE NOTE 2... 1 1/2' DIA. VENT SEE NOTE 2... SEE NOTE 2... 2' DRAIN REQ'D, 1 1/2' x 2' REDUCER 2' 90° STREET ELL 1 1/2' 90° STREET ELL WASHER BOX 1 1/2' 90° STREET ELL 2' SHOWER DRAIN 18' STAND PIPE 2' SANI-TEE 1 1/2' SANI-TEE FLOOR _ 1 1/2' SANI-TEE 2' 'P' TRAP 1 1/2' 'P' TRAP FLOOR 2' DIA, 1 1/2' 'P' TRAP FLOOR FLOOR . WASHER BRAIN & VENT LAVATORY BRAIN & VENT TUB BRAIN & VENT SHOWER VENT & DRAIN PFS Corporation Northeast Region - APPROVED 1/1.7/07 AIR GAP 3' DIA. VENT Approval limited to 3/4' DIA, FLEXIBLE 18'-24' ABOVE ROOF Factory guilt Portion o I 3' DIA. COUPLING 1 1/2' DIA. VENT o SEE NOTE 2... 2' SANI-TEE CONT. WASTE NOTE 1., ONE (1) 2' DIA, FUTURE VENT REQ'D, AND IT IS TO BE TAGGED & PLUGGED. - 2' 90° STREET ELL 2' 'P' TRAP NOTE 2: THIS VENT CONNECTS TO 3' MAIN VENT WITH 3' x 3' x 1 1/2' TEE. TOILET FLANGE 2' DIA, 1 1/2' 45° ELL FLOOR NOTE 3: ANTI-SCALD MUST BE INSTALLED ON TUBS & SHOWERS PER STATE CODES. 2' x 1 1/2' REDUCER 2' SANI-TEE CONT. WASTE DISHWASHER HOOK-UP FLOOR r 'P' A 2' 90° STREET ELL— 2 FLOOR 2' DIA. Pengrove Building Systems, Inc. P.O. Box 579 One Mauro Ave. Knox, PA 16232 MAIN VENT & WC, KITCHEN SINK DRAIN & VENT PROJ./NAME: CUSTOM BUILDER: . GO MODULAR 27'-6" x 48'/56'-0" TWO STORY CUSTOMER: WRING SERIAL # DATE: 12 14 06 SCALE: 3 16in.=lft. DR. BY: JLG DATE REVISION QUOTE # PGQ4128 I DEL. ST.: MA 12 ,5 os ARCH. SET RLM TYPICAL PLUMBING h4l RIDGE VENT - FIELD INSTALLED 225# FIBERGLASS SHINGLES RIDGE ASSEMBLY - FIELD INSTALLED OR ASPHALT SHINGLES 2 X 4 KNEEWALL ASS'Y. - FIELD INSTALLED OVER 15# ASPHALT FELT 7/16" PLYWOOD AGENCY RATED 24" OC ® 40# L.L. R-38F.G. INSUL. W/V.B. STD. 2 X 4 LET INTO JOISTS 1/2 DIA. BOLT 0 O I 10" FLIPPED OVERHANG 2X8 16 I ALT. JOIST BY BRACE GUTTERS & DOWNSPOUTS BY BUILDER/CONTRACTOR PER-FINISHED ALUM. ' 2 X 6 CONTI. lrl�,ROOF ICE SHIELD THAT CONSISTS OF AT LEAST 2 DRIP & FASCIA —� 6O.C. 9ww �'+ OR A WATERPROOF MEMBRANE, WHICH SHALL EXTEND �{ FROM THE EAVES EDGE TO A POINT AT LEAST 24" 2 X 6 SUB-FASCIA 5/8" GYP. DBL. 2 X 4 TOP PLATE I INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. PRE-FINISHED ALUM. 2 X 6 DBL. TOP PLATE 2 X 4 STUD ® 16" O.C. BUILDER WRAP PERF. SOFFIT 2X6 EXTERIOR WALLS ® 16" O.C. 1/2" GIP 7/16" PLYWOOD VAPOR BARRIER 1/2" GYP - co o 1� R-19 F.G. INSUL. W/V.B. -PREFINISHED VINYL-DBL. 4" 7/16" PLYWOOD SHT'G. OR T1-11 TEXTURED zo AGENCY RATED 24" O.C. 2 X 6 BTM PLATE 12'-11" 27'-6 7 8" BRICK OR MAS. VENEER (BY BUILDER) cr, 23/32" PLYWOOD WEBBED FLOOR TRUSS DBL. 2 X 10 W/ 1/2" OS13 1 T&G AGENCY RATED ® ® 16" O.C. N CUSTOM HANGER---,-_ F24-O.C. 0 75# L.L. 2 X 6 2 X 12 PERIMETER BD. 2 X 12 PERIMETER 5/8" GYP DBL TOP PLATE 2 X 6 CLG. JOISTS @ 16" O.C. 1/2" DIA. BOLT @ 4FT O.C.(FIELD) VAPOR BARRIER DBL 2 X 4 TOP PLATE 2X6 EXTERIOR WALLS 0 16" O.C. 1/2" GYP 7 16" PLYWWOD SHT'G. o BUILDER WRAP � AGENCY RATED ® 24" O.C. 2 X 4 STUDS @ 16" 0.C. (2) LAYERS 7/16" OSB I M 1 2" GYP bo m 27'-6 7 8" o 23/32" PLYWOOD 2 X 4 BTM PLATE DBL. 2 X 10 W/ 1/2" OSB : T&G AGENCY RATED 'g Q p F24"O.C. 0 75# L.L. _=� SILL PLATE & ANCHOR BOLT BY BUILDER/CONTRACTOR 2X10FLR JOIST ® 16" 0.C. \\ \\ \\ 4" SOLID MAS. CAP BY BUILDER I 1/2" DIA. BOLT @ 4FT. O.C. FIELD ) \\//\\\/\\\/ \\\ \\\\ R-19 F.G. INSUL. FOR BSMT. MODELS 4 10's // ( ) 2 X F Corporation COL'S OR PIERS BY BUILDER Northeast Region SEE FDN. PLAN FOR SPACING VERTICAL COURSES MAS. BY BUILDER APPROVED FOR BSMT MODELS. i aup - 3 i CONC. FLOOR BY BUILDER 1/.17/07 2 Approval limited to Factory Built Portion Pengrove Building Systems, Inc. P.O. Box 579 One Mauro Ave. Knox, PA 16232 CONC. FOOTERS BY BUILDER PROJ./NAME: CUSTOM BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY CUSTOMER: WRING SERIAL # DATE: 12 14 06 SCALE: 3 16in.=lft. IDR. BY: JLG 1DATE REVISION QUOTE # PGQ4128 I DEL. ST.: MA 2/15/06 ARCH. SET RLM CROSS SECTION 115 I - DBL. 2X6 TO PLATE A / IN IL FS Corporation Northeast Region c3 APPROVED 0 7/16" O.S.B. ROOF LIVE LOAD 40 PSF * .667' = 27 plf H Raup ROOF DEAD LOAD 15 PSF * .667 = 10 plf 1.='17/07 Approval limited to 2X8 SPF#2 Q EXT WALL — 55 pif Factory Built Portion RAFTER ROOF LIVE LOAD = 160 plf MAX NOTCH IS D/4 = 1 .375 7/16" O.S.B� RAFTER DEAD LOAD = 64 plf O G. N 12 2 16 N 2X6 BOTTOM PLATE 52XIf 6 PF X TOTALTOTALDLEAD LOAD TO JOIST = 129 IVE LOAD TO JOIST 187 p N Plf 2X6 SPF#2 FASCIA BOARD BL. 2 o 1 SOLID BLOCKING @CLG RAFTER ROOF LIVE LOAD = 203 plf -DBL. 2x12 OR DBL PERIMETER RAFTER DEAD LOAD = 83 pif FLOOR LIVE LOAD = 40 psf x 1.334 = 54 pif p DBL. 2X6 TOP PLATE FLOOR LIVE LOAD 40 PSF * .667' = 27 Of FLOOR (2x10) DEAD LOAD = 10 psf x 1.334 = 14 plf FLOOR DEAD LOAD 10 PSF * .667 = 7 plf (3) 1 1/2" x 9 1/4" LVL UNDER GABLE WALL J J CEILING DEAD LOAD 5 PSF * .667 = 4 Of ~ x (3) 2x4 SPF#2 SUPPORT COLUMN @ MATE WALL/ (3) 2x6 EXTERIOR WALL w EXT WALL = 55 plf POST DEAD LOAD = 23 Ibs FLOOR LIVE LOAD 40 PSF * .667' = 27 plf N 2X6 BOTTOM PLATE FLOOR DEAD LOAD 10 PSF * .667 = 7 plf 2 10 TOTAL LIVE LOAD TO JOIST = 257 plf 2 TOTAL DEAD LOAD TO JOIST = 156 plf POINT LOAD TO COLUMN (LIVE LOAD) TO JOIST = 1657 Ibs Pengrove Building Systems, Inc. POINT LOAD TO COLUMN (DEAD LOAD) = 1090 Ibs P.O. Box 579 one Mauro Ave. Knox, PA 16232 PROJ./NAME: CUSTOM BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY CUSTOMER: WRING SERIAL # JDATE: 12 14 06 SCALE: 3 16in.=lft. I DR. BY: JLG 8'-2" 8'-2" DATE REVISION QUOTE # GQ4128 I DEL. ST.: MA 112/15/061 ARCH. SET RLM PORCH ROOF X-SECTION 16 a a � ALL CONNECTIONS REQUIRED FOR THIS CONSTRUCTION TO BE IN ACCORDANCE WITH CALCULATIONS MANUAL DBL. 6 TO PLATE ti 7/16" O.S.B. 16 ROOF LIVE LOAD 40 PSF ; .667' = 27 plI ROOF DEAD LOAD 15 PSF • .667 = 10 pif 2XB SPFg2 Q EXT WALL = ss plf Coin NOTCH WAS T00 DEEP 7/16- O.S.B. RAFTER ROOF LIVE RAFTER DEADLOAD LOAD =160 64 pli Northeast ion MAX NOTCH IS D/4 = 1.375 REVISED RAFTER CUT _, 12 2®16 N 2X6 BOTTOM PLATE s�eF TOTAL LIVE LOAD TO JOIST = 187 plf APPROVED yye x TOTAL DEAD LOAD TO JOIST = 129 plf Rau 2X6 SPF#2 FASCIA BOARD L 2 o SOLID BLOCKING @CCLG .1/17/07 RAFTER ROOF LIVE LOAD = 203 pif —OBL. 2Xi2 R DBL PERIMETER RAFTER DEAD LOAD = 83 plf Approval limited to FLOOR LIVE LOAD = 40 psf x 1.334 = 54 plf F�actory.B silt Portion p BL. 2X6 TOP PLATE FLOOR LIVE LOAD 40 PSF • .667' = 27 Of FLOOR (2x10) DEAD LOAD = 10 psf x 1.334 = 14 plf FLOOR DEAD LOAD 10 PSF • .667 = 7 plf ® (3) 1 1/2" x 9 1/4' L\1L UNDER GABLE WALL a CEILING DEAD LOAD 5 PSF • .667 = 4 pK 3 (3) 2x4 SPF#2 SUPPORT COLUMN ®MATE WALL/(3) 2x6 EXTERIOR WALL EXT WALL = 55 pH a POST DEAD LOAD = 23 Ibs w FLOOR LIVE LOAD 40 PSF • 667' = 27 plf 2x6 BOTTOM PLATE FLOOR DEAD LOAD 10 PSF + .667 = 7 pH —z 10 TOTAL LIVE LOAD TO JOIST = 257 plf TOTAL DEAD LOAD TO JOIST = 156 pif 2 DINT LOAD TO COLUMN (LIVE LOAD) TO JOIST = 1657 Ibs OF M4 POINT LOAD TO COLUMN (DEAD LOAD) = 1090 Ibs Pengrove Building Systems, Inc. goy PORCH ROOF X—SECTION P.O. Box 579 One Mauro Ave. Knox, PA 16232 O NADER G 4'-1" 4'-1" TOMASBI m, PROJ./NAME: o� CIVIL GO CUSTOM No.46213 BUILDER: GO MODULAR 27'-6" x 48'/56'-0" TWO STORY # 109 9F � �� CUSTOMER: WRING SERIAL # JDATE: 12 14 06 �V 0 SCALE: 3 16in.=1 ft. I DR. BY: JLG F15 REVISION QUOTE PGQ4128 DEL. ST.: MA 01/16/2007 ARCH. SET RLM 17 n SS E O Y T M PROFILE PROPOSED TOP FNDN. AT EL. 85.5f NOTES ZONING SUMMARY , ACCESS COVER TO WITHIN 6" OF IFIN. GRADE (NOT TO SCALE) ZONING DISTRICT: RF y ACCESS COVER (WATERTIGHT) TO ACCEiS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD /F8-4-.0 MINIMUM .75 WITHIN 6 OF FIN. GRADE OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM' 84 7' 2. MUNICIPAL WATER IS AVAILABLE Jy v MIN. LOT SIZE 43,560 S.F. 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. °G� �' MIN. LOT FRONTAGE 150' r' RUN PIPE LEVEL OR GEOTEXTILE FABRIC / LOO MIN. LOT WIDTH N A �*82.26't FOR FIRST 2' , �o Pond MIN. FRONT SETBACK 30' PROPOSED 1500 3 MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO O' 44 GALLON SEPTIC ' H- 10 �a9 a MIN. SIDE SETBACK 15 � 81.63 .* Q, o 00 81.88 ' MIN. REAR SETBACK 15 ., .I. TANK (H- 10 ) BAFFLE ��GAS 81 17, 81.8 5. PIPE JOINTS`TO BE MADE WATERTIGHT. MAX. BUILDING HEIGHT 30 81.34 o a a 00 a a a a okebyRood MIN. ( 2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL I:._ 81.0 p ED ED p ® p p p po6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITHOMPACTION. (15.221 [23) $ 2' 0 0 ® 0 79 p, MASS. ENVIRONMENTAL CODE TITLE V. d► ,`J REFERENCES DEPTH OF FLOW = 4' » » 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO LOCUS TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE DEED BOOK 13319 PAGE 20 INLET DEPTH = 1On BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. PLAN BOOK 560 PAGE 39 OUTLET DEPTH = 14" ( 1 % SLOPE) ( 1 % SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Pally' Pond P FOUNDATION LEACHING 5.1' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 15' SEPTIC TANK 29' D' BOX 1 g' FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. LOCUS MAP 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCALE: 1' = 2,000'f LEGEND *THE INSTALLER SHALL VERIFY THE ' DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION BOTTOM TH-4 EL. 73.9 LOCATIONS OF ALL UTILITIES AND ALL OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO ASSESSORS MAP 27 PARCEL 14-3 100.0 PROPOSED SPOT ELEVATION BUILDING SEWER OUTLETS AND COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY LOCUS IS WITHIN FEMA FLOOD ZONES B & C 100x0 EXISTING SPOT ELEVATION PORTION OF SEPTIC SYSTEM 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND AS SHOWN ON COMMUNITY PANEL #250001 0015 C REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. DATED AUGUST 19, 1985 1 00 PROPOSED CONTOUR 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS IS WITHIN WP OVERLAY DISTRICT - - 100 - - EXISTING CONTOUR SYSTEM DETAIL REMOVED 5' BENEATH AND AROUND THE PROPOSED SYSTEM DESIGN: ' LEACHING FACILITY. GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: _ - BEDROOMS (110 GPD) = 440 GPD _ f ::•:: ':= TEST HOLE LOGS USE A 440 GPD DESIGN FLOW 0 SEPTIC TANK: 440 GPD 2 = 880 -� a .y r-: TH 4 0 ( � � ~' � DAVID FLAHERTY, R.S. ••x GJ ENGINEER: USE A 1500 GALLON SEPTIC TANK. N WITNESS: DON DESMARAIS, R.S. LEACHING: TH-3rrl k NOVEMBER 8, 2006 2(33.5 + 12.83) 2 (.74 = 137 TH O DATE: SIDES: ® m .� :;. PERC. RATE _ < 2 MIN/INCH If 33.5 x 12.83 (.74) = 318 ''i; _:::•� PROF BOTTOM: 12.8' S4'�' 4 B CLASS 1 SOILS P# 11501 TOTAL: 615 S.F. 455 GPD TH-1 -.---.- D WE USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR 84•5 PROPO ELEV. ELEV. ELEV. ELEV. EQUAL) WITH 4' STONE ALL AROUND p" 84.6' p" 84.5' p" 84.8' p" 4 _ _ 4 84.9 Scale:1"= 20' A A A A LS LS LS LS 0 10 20 30 40 50 FEET 10YR 3/3 10YR 3/3 10YR 3/3 r " 10YR 3/3 6" 84.1 8" 83.8' 7" 84.2 8 84.2 MA APPROVED DATE BOARD OF HEALTH B B B B r LS LS t L5 -LS „ 10YR 6 6 10YR 6/6 „ ' » 10YR 6/6 , I / ' » 10YR 6/6 82.5 24 82.6 26 82.3 27 26 82.7 1 C C C C EXI$�j GPAVED DRIVEWAY MCS MCS MCS MCS Q 10YR 6/4 10YR 6/4 10YR 6/4 10YR 6/4 BENCHMARK: CB/DH 5% GRAVEL 5% GRAVEL 5% GRAVEL 5% GRAVEL O ; \ ELEV. = 83.9' LOT 241 120 74.f ' 126" 74.0 ' 120" 74.8' 132" 73.9' 6.Z 5 ,670 SF 4 NO GROUNDWATER ENCOUNTERED 0 \\2\\ C-Q, \ / I o4h, \ \\\\\\\\\\ GUY -4 CA84.p �� 1 N H ,n WIRE = I I I 1 I \\\\\\\\\ c^ rn �„ 1 \ \ \\\\ \ TITLE 5 SITE PLAN Z11 TH-3 M TH- `, O 15.2 28 O' LL � �J � � � �t,;.•�\ \, I � 1 1 1 \ \ \\\\\\ \\\\•: � = a / .►z� 54 , PROPOSED of Y _ 1 \ \ \\\\\\\\\\ \\ a 12.8 1 4 BR W TH-1 DWELLING W 8 PROPOSED \ \ \ 1 \ \ \\\\\\W .5 \N \ \ \ \\\\\\ \ 930 SANTUIT NEWTOWN RD. W 1 FNDN F 12 0 0 ` \ \ \ \ \ \ \ \ \ \\ Q --_ W 9p•2 wl 85.5't ocoo �\ \ \ \ \ �' \ \ \\ \\\� F#2BARNSTABLE, MA \ \\\\\\\ \\ CMARSTONS MILLS) \ \ \ \ \ \\\ \\\ \\\\\ 4 PREPARED FOR F#3 PROPOSED DRIVE PATTY' PROPOSED GARAGE I�; � \ \ \\\\\\\�\ � S POND PAUL WRING illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIilljllllllllllll"- \ \ \\ f \ s4 N 'I j 1 � \ \ \ I \111111 \\ \\\\ \\\\\� DATE: NOVEMBER 28 2006 \ .o \ 1`) I t 11'll II F#4 � � \ N Iv �O 11II II1111 / PROPOSED WATER LINE ' (FINAL LOCATION TO BE I DETERMINED BY THE F#5 BARNSTAB E WATER CO. 0 AND ANY OTHER APPROVING ' '1 \ \ \\IIIi 1111 II 1111V11 AUTHORITIES) �• \ \ ' � � _ 1111 1111 1111 1111 1111 \ \ IIIIIIiI�I\�. off 508-362-4541 F#6 1 1 \ fax 508 362-9880 OF 1 A WORK LIMIT LINE ARNE H � ,ARNE I C. e erirl r) OJALA H. down cape e/-7 g//-7 g, l Scale: 1 - 30 C IL OJALA �+I N . 3 792 No,2834'8. ! Cl i/lL ENGINEERS .`` I � L AND SUR VE YORS 0 15 30 45 60 75 FEET F 4 " DCE Os-259 DATE ARNE H. OJALA, .E., P.L.S. 939 Main Street - YARMOU THPOR T, MASS. 06-259 WRING.DWG (DDF)