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Home My WebLink AboutMiscellaneous - 49 GARNET CIRCLE 4/30/2018 (3) 49 GARNET CIRCLE 210/109.0-0066-0000.0 G C d Location No. 40 Date . r NORTH TOWN OF NORTH ANDOVER + ; ; Certificate of Occupancy $ Building/Frame Permit Fee $ ACNUS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ � Check # I Q o A 17521 Building Inspector TOWN OF NORTH ANDOVER. BUILDING ]DEPARTMENT it YLI!G�T1QN'TO COlY5r3lLiTCf 12b 2' RE2V8YA FE 412 MUGUSH A ONE OR TWO FAMILY"WELLING ry blmDiNG PEi2MIT NlmaEp, ©`fes DAM ISSUD: SIGNATURE: Buikhug Commissioucr/ins for of Buildm9s Date SECTION i-SITE INPORMATI43N 1.1 Prupeccy Additiv: 1.2 Assessors Map and Pared Number. _C.-�cNc�. Map Number Parcel Number for i.3 x� glnfiumauaa 1.4 PropcgDmaeas,cus: � - � 1��6y 1.:x.3,�7 d•- , — pr�Use A t a a ^iu�in .i}iari# Lost Area Cs4Froota $ ' l6 B�IT+IG•SET13ACiZS ft - Front Yard Side Yard Real rd aired Provide aired Provided aired Provided 1.3 NOW tam lafQ=2&fi a: 18 Sawom�t wt Syatom > 1. UlamUa.L.C.40- S 1) Z UN . OtusiSo Flaott Zona Muoicipst m oa Siam nispocal Sysk Public �I3ivaca � SIi,G"IION 2-PROPERTY O WNERSWIAUTHORIZED AGENT -2.1 C 4ucr of"-ord �l � I Addms for Setvico: Nstna(1'riut), $i�tlature Telaphoue 2.3 Qwnar of R�:otd: — -- Alddtess for Stxvice: ' 1 • i iii - --►---------- -==. ale a T !Nyt -e �}.wt SECTION 3-COi�TSTB.UCTIOI+I SERVICES 3.1 Lisanaed Couarructiou Supervisor_ Not Applicable 0 Licansed Construction Supervisor. LicensaNuwtier ` Expiration DAU �z Tolephoue , �� Not licaWs. .0 3.2 Regist?td Howe Improvculcut Contractor APF Fj xegistratioa Number Expiration Dae �isuyusrc Tale one A. SRQ: 10N-4-WORKERS COMPENSATION(hIG-L C 152 3 251�6) Workers Compensattion lnsuraace affidavit must be completed and submitted with this application. Failure to provide this affidavit will result u�the dcuial of the issuanec of the buildiog Penult. Stencd affidavit Attached Ycs....... No......-❑ SECTION 5 Description of Pro sed Work .beck auaplicabic New Construction E 9 Building 0 Repair(s) ❑ Alterations(s) 0 Addition ❑` ;�ecc sot}I313�. i! Demolition 0 Oth:0❑ Specify Brief Dc-saiption of Proposed Work_ SECTION G-ESTINkTED CONSTRUCTION costs item ESrlmatc-d Cost(Dollar)to be QFFICIA4: $.LIVta1'. Completed by permit a licant 1. Buildill �O! r o� - _ (a) Building Permit Fee ;93 / l Multi Iter Flecuic tl (b) Estimated Total Cost of6,ao o — Construction Plumbing Building Permit fee(a)x (b) -k b4ach:uncal(HVAC) x re, a- --- 5 }'ire ProtectioIl / 6 Total (i+2+3+4+5) Check:Number SECTION 7a OWNER AUTHORIZATION TO BE CO?"LETED WHEN OWNERS&GF-NT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authcuized Agent of subject proper y lli'rc.bk auillo 1Le to act on IMh belizalf in all imiletss relative to ivcuk authorized by this building permit application. Signature of iNI'tter - Date SECTION 7b OWNER/AUTHORIZED AGENT DE.CLAIUTION 1_.=Z Id jt!I.J as Owner/Authorized Agent of subject propa-t� l lereby de-elar4 that die sut em nts and information an the toregoing application are true and accurate,to the best of my knowledge and belief 14 1 Priru NameQ Q L/ NIeIliktulc'of 0v--i zri Awa Date / / E NO.OF STOP.II S � B-A2\ &-N7r(-M SLAB en, �< SMY OF FLOOR TI MFRS 1 2 /l 3RD SY_LI� DINIEN-SIt)NS OF SIDS DMENS1ONS OF POSTS L)&IFNSIONS 01:GIRDERS Y x I f( I11:IGlff i)F f-'0[JND_1TI0N CJ THICKNESS Stijl?Ol•FOOTING X O \MALITRLAI. OF ClaINEY O CI,CGir�n,(G 1S 13UILDlNG ON SOLID 012 FILLED LAND 301- 116 IS 1311II.DING CONNECTED TO NATURAL GAS LINE Alt> ' . i FORM - U - LOT RELEASE FORTY[ INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained.This does not relieve the applicant and or landowner from compliance with any applicable.requirements. i r a■a r■r a a.r a r a r.r■■a.r a..a.r a r.r b.■..■■■.■r 044a 4.1.a■a■■r■.a r■■a■a a a.a■r.a■a . APPLICAIN TL.LC PHONE ASSESSORS ,.'v1AP NUMBER O / LOT NUMBER. SUBDIVISION Faar,cV1 e W CS_+gfC%OT NUMBER ® STREET Gr4-C^N C C, C-C_ C L STREET NUMBER / 9 4.44.r a a r a r r.a r..44684410.1...ON r a■.4 r■■■a■a a a a■■a..a a■a.r■.r■r r a.a a..a.■■r r ■r■ OFFICIAL USE ONLY arrarrr■■a■�rrr■■■.■■■■r■■■•...r..■■■r..■■a■..■■...r■■■•r■.■r■•■■s.■.aa■r■■■ . RECO fEND.ATIONS OF TOWN AGENTS l a a a a a a ■.a a a a a a a a a■■■ .r■■a-",444004 ...■■■.■r a a a r a a a a a■■r■r a r a a a a a■■a ■a a ■a.a a r.l `! DATE APPROVED a a y CON RVATION ADMMSTRAT DATE REJECTED DATE APPROVED TO __P R DATL- REJECTED DATE APPROVED FOOD INSPECTOR-HEALTH c DATE REJECTED G 'DATE APPROVED SEPTIC NSPECTOR-HEALTH DATE REJECTED COMINfENTS ( . PUBLIC WORKS-SEWER/WATER CONNECTIONS w D AY A/ d DTE APPROVED FIRE E. Tti DATE REJECTED CONGAENTS RECEIVED BY BIJILDING INSPECTOR DATE i ILL- 147x3 1 - / I BOT= 43.5 TF= 155.50 ' - - - - - - z I C F= 148.0 BF= 146.80 II o wCD /1 1548 - - - Z II Q0 1 PULTE HOME CORPORATION RESERVES THE RIGHT TO MAKE FIELD CHANGES TO THIS PLOT PLAN \ IN ORDER TO ACHIEVE PROPOER SITE DRAINAGE, MEET SETBACK REQUIREMENTS, AVOID LEDGE OR ACCOMMODATE THE CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD ADJUSTMENTS MAY BE MADE WITHOUT CONSULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED SITE PLAN LOT 40 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR PULTE HOME CORP. OF NEW ENGLAND 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 257 TURNPIKE ROAD - SUITE 200 (781) 438-6121 SOUTHBOROUGH, MASSACHUSETTS 01772 SCALE: 1"=20' DATE: 6/17/04 Mrest View Estates Drawing Date,: 7/02/04 7/ 2/04 12:12 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #40- 49 Garnet Circle N. Andover, MA Drawing Date: 7/02/04 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave. Dedham, MA 02026 Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities: Fire Department SYSTEM DESIGN Code:NFPA Hazard:Light System Type:WET Area of Sprinkler Operation sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V2720 Area per Sprinkler 230 sq ft1 Orifice: 1/2 K-Factor: 4 .20 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 146.1 psi Required: 75.4 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78 . 0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" 1 Model: I Proof Flow 0 gpm Location: Lot #85 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 25 Gallons Notes : Two head calculation �H 0).Q4 C c M 0. 7 Ny `JS/ONAI.E�� • 1 V gest View Estates Drawing Date: 7/02/04 7/ 2/04 12:12 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 46 48.4 psi 1 11i" x 11-4," CPVC Reducer 2 ' 120 1 . 610 46 0.2 1 11W" Thrd 90 Ell CI 4 ' 120 1 . 610 46 0.4 1 Pipe 1i" 40x25 CSC 5' 120 1 . 610 46 0.4 1 1;1" Thrd 90 Ell CI 4 ' 120 1. 610 46 0.4 Elevation Change 810" 3.5 1 11W" Thrd Globe Valve CSC 11F15" 0' 0 1. 610 46 0.0 1 11-1" Fingd Back Flow Valve Watts "70 0' 0 1. 610 46 0.0 1 11-1" Thrd Globe Valve CSC "F15" 0' 0 1 . 610 46 0.0 1 1'1" Thrd 90 Ell CI 4 ' 120 1.610 46 0. 4 Fixed Flow Flow Loss 100 gpm 1 Pipe 11i" PVx15 CSC 50' 150 1. 602 146 21.7 Hydr Ref R1 Required at Source 146 75.4 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 146 gpm 99.7 psi SAFETY PRESSURE 24.3 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 75.4 psi This is a safety margin of 24.3 psi or 24 % of Supply Maximum Water Velocity is 9.7 fps v Forest View Estates Drawing Date: 7/02/04 7/ 2/04 12:12 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1. 85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths t Forest View Estates Drawing Date: 7/02/04 7/ 2/04 12:12 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) HEAD 2 23.0 1" 3 0 18 ' 9" 7.7 fps 30.0 30.0 30.0 0. 10 gpm/sq ft 1. 109" 0 0 610" 0. 129 3.2 0.0 0.0 K= 4 .20 23.0 120 PV 0 2419" 816" 3.7 30. 0 30.0 REF 12 23. 1 11'44 0 0 317" 9.7 fps 36. 9 36. 9 PATH 2 1.400" 1 0 610" 0.099 0. 9 0. 6 K= 3.83 46. 1 150 PV 0 917" 0" 0. 0 36.2 REF A2 1'4" 0 0 314" 9.7 fps 37 . 8 1. 400" 1 0 610" 0.099 0. 9 46. 1 150 PV 0 914" 0" 0. 0 REF E1 1144" 2 0 3610" 9.7 fps 38 . 7 1.400" 2 0 1810" 0.099 5.3 46.1 150 PV 0 5410" 1010" 4 .3 REF W 46.1 gpm PATH 1 K= 6.62 48.4 psi PATH 2 FROM HYDRAULIC REFERENCE 3 TO 12 HEAD 3 23.1 1" 2 0 919" 7.7 fps 30. 1 30. 1 30.1 0. 10 gpm/sq ft 1. 109" 1 0 91 0" 0. 129 2. 4 0.0 0.0 K= 4 .20 23.1 120 PV 0 1819" 816" 3.7 30. 1 30.1 REF 12 23.1 gpm PATH 2 K= 3.83 36.2 psi i Job Water Required Hose Allowance Drawn By ` Forest View Estates Static Pressure: 100.0 psi Pressure: 75.4 psi Inside: 0 gpm SprinkCAD Lot#40-49 Garnet Circle Residual Pressure: 78.0 psi Total Flow: 146 gpm Outside: 100 gpm Tyco Fire Produrcts N.Andover, MA Flow: 1540 gpm Safety Pressure: 24.3 psi (800)495-5541 Remote Area: 2 Date/Loc: Lot#85 140 120 - 10040 Suppl 80 P S 100 gpm hose I 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date: 7/02/04 7/ 2/04 12:15 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #40- 49 Garnet Circle N. Andover, MA Drawing Date: 7/02/04 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave. Dedham, MA 02026 Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities: Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13R System Type:WET Area of Sprinkler Operation sq ft1 Sprinkler or Nozzle Density (qpm/sq ft) 0.100 1 Make:VIC Model:V2718 Area per Sprinkler 160 sq ft1 Orifice:1/2 K-Factor: 3.50 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 0 gpm I CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 116.0 psi Required: 49. 6 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 i Residual Pres 78 .0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" Model: I Proof Flow 0 gpm Location: Lot #85 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 25 Gallons i Notes: One head calculation VjN OF 4f44 A �y 0 CAM 0 It, Al y � ANAL Poorest View Estates Drawing Date: 7/02/04 7/ 2/04 12:15 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 16 31.7 psi 1 11-�" x 11-4," CPVC Reducer 2' 120 1. 610 16 0.0 1 111" Thrd 90 Ell CI 4 ' 120 1. 610 16 0. 1 1 Pipe 1'1" 40x25 CSC 5' 120 1. 610 16 0. 1 1 111" Thrd 90 Ell CI 4' 120 1. 610 16 0. 1 Elevation Change 810" 3. 5 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1. 610 16 0.0 1 14" Fingd Back Flow Valve Watts 1170 0 ' 0 1. 610 16 0.0 1 11-�" Thrd Globe Valve CSC "F15" 0 ' 0 1. 610 16 0. 0 1 1;1" Thrd 90 Ell CI 4' 120 1. 610 16 0. 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 11i" PVx15 CSC 50' 150 1. 602 116 14.2 Hydr Ref R1 Required at Source 116 49.6 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 116 gpm 99.8 psi SAFETY PRESSURE 50.3 psi Available Pressure of 99.8 psi Exceeds Required Pressure of 49.6 psi This is a safety margin of 50.3 psi or 50 $ of Supply Maximum Water Velocity is 5.4 fps i Forest View Estates Drawing Date: 7/02/04 7/ 2/04 12:15 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1.85 / ID^4 . 87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. r NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. , - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Forest View Estates Drawing Date: 7/02/04 7/ 2/04 12:15 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 16.0 1" 2 0 1613" 5.4 fps 20. 9 20. 9 20. 9 0. 10 gpm/sq ft 1 . 109" 1 0 91 0" 0.066 1.7 0.0 0.0 K= 3.50 16.0 120 PV 0 2513" 816" 3.7 20. 9 20. 9 REF 11 1'a" 0 0 217" 3.4 fps 26.2 1.400" 0 0 0" 0.014 0.0 16.0 150 PV 0 217" 0" 0.0 REF 10 1'14" 0 0 5'8" 3.4 fps 26. 3 1. 400" 1 0 610" 0.014 0.2 16.0 150 PV 0 1118" 0" 0.0 REF Al 114" 0 0 10" 3.4 fps 26. 4 1.400" 0 0 0" 0.014 0.0 16.0 150 PV 0 10" 0" 0.0 REF A2 1'14" 0 0 314" 3.4 fps 26.5 1.400" 1 0 610" 0.014 0. 1 16.0 150 PV 0 914" 0" 0.0 IIS REF E1 1;9" 2 0 361011 3.4 fps 26. 6 1.400" 2 0 18 '0" 0.014 0. 8 16.0 150 PV 0 5410" 1010" 4.3 REF W 16.0 gpm PATH 1 K= 2.84 31.7 psi Job Water Required Hose Allowance Drawn By , Forest View Estates Static Pressure: 100.0 psi Pressure: 49.6 psi Inside: 0 gpm SprinkCAD Lot#40-49 Garnet Circle Residual Pressure: 78.0 psi Total Flow: 116 gpm Outside: 0 gpm Tyco Fire Products N.Andover, MA Flow: 1540 gpm Safety Pressure: 50.3 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#85 140 120 - 1 O 2010 Suppl 80 P S I 60.- 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) *Forest View Estates Drawing Date: 7/02/04 7/ 2/04 12:17 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: Lot #40- 49 Garnet Circle N. Andover, MA Drawing Date: 7/02/04 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone: (781) 461-1541 8 Sanderson Ave. Dedham, MA 02026 Designer: W. C. Davis Calculated By:SprinkCALC CSC Systems & Design Construction: Combustible Occupancy:Residential Reviewing Authorities:Fire Department SYSTEM DESIGN Code:NFPA Hazard: 13D System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 1 Make:VIC Model:V3610 Area per Sprinkler 190 sq ft1 Orifice: 1/2 K-Factor: 5. 60 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm I CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 161.7 psi Required: 81.6 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 1 Rated Capacity 0 gpm ► Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 78 .0 psi I Elevation 0 I At a Flow of 1540 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Lot #85 Source of Information: F & W Partnership - Methuen, MA SYSTEM VOLUME 25 Gallons Notes: Gargae calculation OF�9�9 �y N N0,39337 �ONALF�� *forest View Estates Drawing Date: 7/02/04 7/ 2/04 12:17 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 62 48.7 psi 1 11-�" x 1l,,4" CPVC Reducer 2' 120 1. 610 62 0. 4 1 11-1" Thrd 90 Ell CI 4 ' 120 1. 610 62 0.7 1 Pipe 11W" 40x25 CSC 5' 120 1. 610 62 0. 6 1 1'i" Thrd 90 Ell CI 4' 120 1. 610 62 0.7 Elevation Change 810" 3. 5 1 1;i" Thrd Globe Valve CSC "F15" 0' 0 1. 610 62 0.0 1 1Y' Fingd Back Flow Valve Watts 1170 0' 0 1. 610 62 0.0 1 11 " Thrd Globe Valve CSC "F15" 0' 0 1. 610 62 0.0 1 1;1" Thrd 90 E11 CI 4 ' 120 1. 610 62 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe 1;�" PVx15 CSC 50 ' 150 1. 602 162 26.2 Hydr Ref R1 Required at Source 162 81. 6 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 162 gpm 99.7 psi SAFETY PRESSURE 18.1 psi Available Pressure of 99.7 psi Exceeds Required Pressure of 81.6 psi This is a safety margin of 18.1 psi or 18 of Supply Maximum Water Velocity is 13.0 fps i i i "Forest View Estates Drawing Date: 7/02/04 7/ 2/04 12:17 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / IDA 4 .87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths i I -Forest View Estates Drawing Date: 7/02/04 7/ 2/04 12:17 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 30.7 114" 0 0 212" 6.5 fps 30.0 30. 0 30.0 0.16 gpm/sq ft 1.400" 1 0 610" 0. 047 0.4 0.0 0.0 K= 5. 60 30.7 150 PV 0 812" 0" 0.0 30.0 30.0 REF 10 31.1 1'44" 0 0 518" 13.0 fps 31 . 5 31. 5 PATH 2 1. 400" 1 0 61 0" 0. 170 2.0 1. 1 K= 5.54 61.7 150 PV 0 11 ' 8" 0" 0.0 30. 4 REF Al 1;a" 0 0 10" 13.0 fps 33.5 1.400" 0 0 0" 0.170 0.1 61.7 150 PV 0 10" 0" 0.0 REF A2 1141, 0 0 31411 13.0 fps 33. 6 1.400" 1 0 610" 0.170 1. 6 61.7 150 PV 0 914" 0" 0.0 REF E1 11-4" 2 0 3610" 13.0 fps 35.2 1.400" 2 0 1810" 0.170 9.2 61.7 150 PV 0 5410" 1010" 4 .3 REF W 61.7 gpm PATH 1 K= 8.85 48.7 psi PATH 2 FROM HYDRAULIC REFERENCE 5 TO 10 HEAD 5 31. 1 1244" 1 0 916" 6. 5 fps 30. 8 30.8 30.8 0. 16 gpm/sq ft 1. 400" 0 0 310" 0.048 0. 6 0.0 0.0 K= 5. 60 31. 1 150 PV 0 1216" 0" 0.0 30. 8 30.8 REF 11 1'>q" 0 0 217" 6.5 fps 31 . 4 1.400" 0 0 0" 0.048 0. 1 31.1 150 PV 0 217" 0" 0.0 REF 10 31.1 gpm PATH 2 K= 5.54 31.5 psi I Job Water Required Hose Allowance Drawn By a Forest View Estates Static Pressure: 100.0 psi Pressure: 81.6 psi Inside: 0 gpm SprinkCAD Lot#40-49 Garnet Circle Residual Pressure: 78.0 psi Total Flow: 162 gpm Outside: 100 gpm Tyco Fire Products N. Andover, MA Flow: 1540 gpm Safety Pressure: 18.1 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#85 ' 140 120 10 Su pi P 80 100 gpm hose S I 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm) 1VIanagement Bylaw Exemption Statement acti't-Andover BURding Oepartmitat aria pee""oa";,iat uie a"wng Ospanxnant in tha cr dntesrminadun of exemptions under secion 8.T ra of this -irawz,&J44IrM AnQQvve amwei wanaga imu Sylaw, The h4jit4dtntg appilc"shat!gravida 40 of the necessary iniermatian i ,;,racyJr23ric6t L'ruawr. - - • �artW t A plitant on 6uilaing Permit(belQw) Address of Rrsapany for.Permit(below) t+.laap. i -aircai: P tpt"cf piieaupri (check below) j'A NkyMta c of A '_cant; - Singie Family ._Two Family r�qn" fcf it a ve praparty arwat that tha aaachsd building permit for wtucn this r�rrxa r a PiY wcth:tht E�CEtMPI IQN srdctdan 4.7.6 of the.North Andaysr Growth B l:1sr, t sisal tutdsmww pmviciinw this Form dons not absolve rhe or any pato this Pam* in ruttsttartrtzs ei.abtaining Qw`peirmlts re ulred pr'vc to the lswsuutca<of.thn 9utldinqrty Retntit. i-tiu"ttt�iir' �tri�r trtd that my irtirt"ta#do afthe U>rMPTION status is subjocr to review by the Ouitding u� and is ardy caaalty accapwd•when the Building Parmdt is issued. an*acdgin VA of the NrarM Andavee GiQwth 6yiaw 00 99v*lot xrtd Uw work as applied for on the tht bQg&q prcmit app&Atirart and astat iated attachments.umpAsa with one ar more et the rstrliat :: ab Id"ad by a check markt_ ipgdGauan for a cuilding pwn*for the agtaMement.rastaration,ar reconstntdw of a dwW14W in ; pt:ae►4tat s*&cava eam of tWx hy4aw,provided that'no addit nal taskdanrial tuuNs a"Md. -rte ktr(V wmmwas a�raara prior to may 6, t sa d are exempt!roto the praviaians of this SsQon 9.T of to Zoning TIU&gPPiQ,ruu:is car aa.+wI!j writ=tar lea andtvr trwasraw lncoma fa""or IndlvWwalk,whore all of the Z&Qjj�(U4f id.?.g ears rttwt attGlor'rsptwawtua Owetitng holt&for wilier mesidants,whera.oMpancy of the units Is , rl�r U-srnrperwcx to tMeugA a ptnpwrlk ax+ac+at,sd.and rscgrdnd dead rasttiataga tw niq with the land. Rar aif t 3srtwt":ttad man t� Aa Gott vie age cif 55. i*;t mr_'pea of a"vetaplitl prv{*4; which valuntacily aQrrrad IQ a minimum 404.4 pwmwwAt -11 ,•l !stet.tiolew Ute densely,tbwida4la lets), I urrdaFtonins anti fcaaiwa glvwcn Utd r ririd►rt+ watt of ttte 004 wah the arrtplus load 4cival to atiiaaat trap tw9daWei RCM and pareian$Atiy d r a7c open*pam audfat 4ffAktd.The land•te bo la marvel snail ba pmUMad hoot davaloptaarrt by an llkreaar-ftAiart geaviaiat,Qtlswtvaiden R+taaiOr at,Odl=Ui t iia dit Tom ar anter slmilac mea n �:�tt►f fiattttittp 6aatti drat sriii u�utt its pretectian. TPsie::wi tQA rapreatna a tract of land azistlr>,q and not N+ a 4y a Oonlew In cctmman ownamhip+with an pattcai an Ute rtta�va Qau of this SeeJan fl. shall rsoeivc a on*-dm*axeatpdtatt tram the Phone?Gro><rctt t ate attd flar�t ScnadiiUaa previstoas ter the putpaas of congmCtIng eke$IASI*bAuy dwte bq trot at the Thiair a watcauan r+rpteasars it tat wnirtt is rsaayfat twadlnQ ppm lis, 4,U otter permits tram all ache 4a ods an4 ��tt�rw hart atativcd ar►d the pryjsoR iain oontpttatutw with•tttpsa site'Chti OsvRlapmeni 6t�Gtute QGMW 4R"a4W�lasuins 4.4ultdlnq pwrtntt In ism Yaw.4114 build- psrrntt 1916 Issued per Yrar!ter Cl+IttieoipPRtAtrt ttt�tlt sash tints at the Qevetoam a SchadwW aacammedWo laouMQ qui qjj pemdtL APP►laatrrt Must ,t,4103C wprewed tam U with twa CMVP'T4tK. . pmviaet any:till aU inAumation that would assist the Suildkng Oepaltment in making a determination' MAC YryW 4PPrtca4Qn is ail4ws4 one of MOM of the:tbarw EXIEUPTIONS_ z!,j ;igriinG jacjQ i t atiast to Ne a=uray of•the infiwmaUon provided and that the.aRaehcd building permit is .uww4a an E(EMPTIOrt as chin above. Fui•thar I understand that the submidal of misleading arid.ar 'uvEpw. ion. or the chectiny off ai art zbQve it which.does not comply,whether done to my Rei, grounas for iusat by ttta rdpalaff wnt to issue a Suilding Permit. .,tea cc sr a.ner or AulndnzsQ.agent the MAcnad 6uttain' g ate n,s iarm rnixix ba a=.had w tna Building Permit open applicadQn for such panmiL d • l I I .,.r` ✓tle �fYlJIiJ�2lYYLfJ/G'CLLLJ7. (Y�/I�UI.OJCLGJ/.lt6GGG0 BOARD OF BUILDING REGULATIONS .",,W. License: CONSTRUCTION SUPERVISOR Number: CS 077396 Birthdate: 03/02/1962 A Expires: 03/02/2006 Tr.no: 18492 Restricted: 00 DAVID M STILSON 222 SEAMES DR , MANCHESTER, NH 03103 Act ng C mis oner w I I a j BUILDING DEPART i N.[ENT DEBRIS DISPOSAL FORK! 3 In accordance with the provisions of&I. c 0 Is'that the dzbris S o4,a condition of Building perntir Number nsvlung form this work shall be disposed of in a properly licensed solid waste Wiled by NiGL c 11, S i50A disposal facility as The debris tinA be disposed of in: S Loca.don of Facili Signature of Pernur Applica,�m, o Date NOTE: Biulding Demoliaon Fermi'from the Town of NoAndover must Tn,-}xctor North be obtained for this pro"ect thro the Bui 1 ugh the Office of -jLutxa tUUU 11 tA The Commonwealth of Massachusetts Department of Industrial Accidents Office of In vestigavo na Boston, Mass. 02111 Workars'Compensation Insurance Atridavit Please Phnt lilai112: � ,' t- •uta: . r am o homeowner performing all work myseif. -------------------- an a --an.a sate jam0eier and have no one mrking in any capacity arnL an employer providing workem'corn2ansatlon for my Otployees Wofking on thi*L jots. name: tnsiur-ance Co. -y�4 �' � /c• g' 2 Poi a 'C 3 n' e: City- - Phone M Ir►s6r-ance Co. >~�lt�#o s�itctt c+Qver��tegyllt't!Q under SeWtan 25A+Ear MGi.7;F2 can Ittaa to tb�:ttnpo?�tct><dcrUNt►sipt�illf�trf a fins uA iti 1,ti00.Q0 ' nata� jt taus`impcisanraattt as rretl ec c>wii peneltko in itte fam.o(a STOP WORK OAQER and a One of'S1tlQ)a O&Y against mo. l -nadmawjCt"tttai;'a QWY Qt m*96mment rtrr be AWWWvad t4 the Oftfce Q(IT*WIi8 M of]he CIA for coverags tt:ation. i W tj*Mir QK*WV' er MO pains"'P&MA es ofpol&my 444d the&JtW AMOn Pvvidrd a6ow it?ue and QQ7W4 �ignatiue Date Prial name Phone# -ldiwi usa oniy ao not torte in m area to be compieted by city or town v cW' Q BUJ/d1747 j Ql&pt C_j :fBuilding Dept C) UCe44 n0 Board p Selecttriin's C?fce Health Department i.n'titii,iN•S L'UhiP�NS'17lA�Y -W LaSer'Jet 3*100 13034798572; NOV-4-03 1 :21PM; Page '2/0 .1--04-20; ' 10.10.07 FORCOI foupment CoAon Cli 847.853.5390 Pago 002. "DATE(HN/DD/YY ACOR., _cr 04/U3 Pi C\UUCE12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION A011 Ri Services, inc. of'Michigan ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 3000 T, pontic HOLDER. THIS CERTIFICATE,DOES NOT AMEND, EXTEND OR suiteclif 1 0 d Mi 48075 ALTER THE COVERAGE fiFFORDED BY THE POLICIES BELOW. soir COMPANIES AFFORDING COMPAW Liberty mutual Fire Ins co (24 X36-5200 FAX- (Z48) 936-5465 A FINSURED COWANY 1'ul re es of .4ew England, LL-C .'W5 Ha one Road CWIANY *sui lix I USA C COMPANY gg 7 &E RM-21 r!"L 11�;;TQ TIFY THAT THE POLICIES OF INSURANCE LISTED BELOW KAVF SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD- O IN ;t.ATE'rh OT-WIII-Is rANE)ING ANY REQUIREMENt,TERM OR CONDITION Of ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH Ti-IIS ct:itT)FIC MAY aE ISSUED OR MAY PERTAIN,THE INSURANCEAFFORORD BY THE POLICIES DESCRIBED HEREIN IS"JECT TO ALL THE TERMS, FXGI U61 CONDITIONS OF SUCH POLIgIES.LIMITS SHOWNMAY ro BY Fb "MS. ?0LTryxwCr= rOLICY WMA17aff Lwrx -iK GENFRAL ACX40-OATF L(;Ztj:-bU LekbiLly PEnf.GNAL L JTJV NLURY A LC CT-:QS FACT EACH OCC14RRCNCZ CONTI.., FIRE DAMA(k(Arry mQ Mot MED DO){Ara/one wwn) -J00ML Ij) As269.1004261031 015/02/0 03102J04 CQM8wFn.qNGLCUmT $1,ow,000 comdrcial Auto V("YWURY (Pm porion) (For Cxi.14�9) PROPERTY DAWC-F AUIUVA.Y-EAACCI)ENT OWR I MAN AUTO O&Y ACCIDENT FACH 14,I AGGREGAT EXCE53 LIA EACH O(;k;Ut&ErCI7 o,.VV-,e:4 ro.-Im AGGREGATE C Ijbie+z L,A I-,RK4 A MPEr,1.1;A-nGN AND WA1.1590M2151013 05/01103 Tvr"Cr,-7,M,—T I I . ..... vi'MALH 08101/94 x WRKEAS 0:t4PENSATION EL EACH ACCIatj 1 S 1.,000,000 -CL 1=L DISEASC-POL;cY LIMIT i1,00U,000 rAq7.ASE--EAEMP-_0tik ri III .. ......... 0-- Ti0N8&0CATi01`}SfVF;HJCLr= 291""Town 0 M t a Construction in No rth Andaver. MA-All sites. waiver of subrogation applies for- the and workers' cotrapensation Policy. SROIA r) ANY OF TW ABOVE 0&'W.MF FD POLICIES BE CANMIA F`)S=FC4;1 T,C I OW-i !Iltlf Nor-L-Ij Andover EXPIRATION DATE THERE01'.04E G%MG COMPANY WILL 90-AvWP� tAA:L c.,_ i.IUX 124 5C.oAys YvF4pk:N Wfi^—E TO THE CERTIFICATE HKXULN MMED fO T16 L=i;T 131-tilding Department Out FALLRE TO MAL SLIQ1 NOTICE FHAI L WOSC NO C&IGATION Or,L)Aii;.l I' 1401'AAndover. MA 01545 USA OF ANY KIND Uln*4 7HP C4k M ITS AG ORrTFTe15F+1IAI1VI- P A -Q6GENTATNE MORED HO -an=-a, �t�CtiQ LI 25�4 bwxgq,-(1wI j Holder Iden0l9r. :bent Br: HP LaserJet 3100; 13034798572; Jun-3-04 16:06; Page 2 Permit Number RESdieck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release lb Oata filename: F:lfiles\CST\SHARE\MecCheck\ModelEnergyCode\MASCHFCK\Lot 40fv_rek I F, Lot 0 40 Huntington Elevation 44 1 CITY.North Andover STATE: Massachusetts HDD:6322 CONSTRUCTION TYPE:Single Family 9ATE: 06/03!04 PRO.ECT INFORMATION: Forr sL View, 1h Andover,MA. 'ANY INFORMATION: Pulte Homes of NE LLC: NOTES: Customer purcbascd elevation 1 and 2 additional windows. COMPLIANCE:Passes tiiaxitniun UA=531 x,,txr Horne UA-512 I Better Than Code(LTA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 20 38.0 0.0 1 Cciling 2: Flat Ceiling or Scissor Truss 600 38.0 0.0 18 Ceiling 3: Flat Ceiling or Scissor Truss 1088 38.0 0.0 33 Wall 1: Wood Fratue, 16" o.c. 972 13.0 0.0 80 Wall 2: Wood Frame, 16" o.c. 612 13.0 0.0 50 Wall 3: Wood Fratne, 16" o.c. 612 13.0 0.0 50 r;'all 4: Wood Frame, 16" o.c. 972 13.0 0.0 36 ;Xindow:2862-2:Vinyl Frame,Double Pane with Low-E 73 0.340 25 kkinaow:2852-3: Vinyl Frame,Double Pane with l.ow-E 87 0.340 29 Window, 1936-2 casement: Vinyl Frarne,Double Pane with Low-E 14 0.310 4 Window:28310:Vinyl Frame,Double Pane with Low-E 11 0.340 4 3072 112 round w/ 1852 Hankers,Palladian window: Vinyl Frame,Double Pane with Low-E 36 0.340 12 Window: 2046-2: Vinyl France, Double Pane with Low-E 19 0,340 6 Window: 6-0x6-8 slider: Vinyl Frame, Double Pane with Low-E 39 0.300 12 I Sent a,,,,-: HP LaserJet 3100; 13034798572; Jun-3-04 16:06; Page 3 Window:28522:Vinyl Frame,Double Pane with Low-E 171 0.340 58 Window:2852:Vinyl Frame, Double Pane with Low-E 29 0.340 10 2-8x6-8 service door: Solid 18 0.180 3 Door: 3-0x6-8 w/2 sidelights: Solid 33 0.280 9 'door 1: All-Wood Joist/Truss,Over Unconditioned Space 20 21.0 0.0 1 Floor 2: All-Wood Joist/Truss, Over Unconditioned Space 1088 21.0 0,0 48 -' 3: AIkWood Joist/Truss, Over Unconditioned Space 320 21.0 0,0 14 N oor 4:All-Wood Joist/Truss,Over Unconditioned Space 280 30.0 0.0 9 Furnace I.- Forced Hot Air,81 AFUE 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 1995 MEC i euairernents in RES check-Version 3.5 Release lb (formerly MECchecr and to comply with the mandatory requirements listed in +he REScheck Inspection Checklist. Builder/Designer C e&� Date 11 Area Calculator: CLti Assembly Type Width xI Length = Gross Area Comments/Description 1 Flat Cell ing or Scissor Truss 2'-0" 10'-0' 20.00 ft2 second(icor ceiling area 2 Flat Ceiling or Scissor-Truss 30'-0' 20'-0' 600.00 ft2 second floor ceiling area 3 Flat Ceiling or Scissor Truss 34'-0' 32'-0" 1088.00 tt2 second floor ceiling area 0 4 5 � 6 d 7 0 8 c*� 9 10 J 11 12 'i3 14 15 _ 16 N 17 Ln I1T co rn 19 v 20 0 21 co 22 23 24 25 26 0 0 m aD L J n Ceiling Area Total: 1708.00 06193J44 15.98 32 i11 Area Calculator: Assembfy Type length xj Height Gross Area Comments0escriplion 1 Wood Frame, 16'o.c. 54'-0' l8'-0' 972.00 ft2 front elev: 2 Wood Frame, 16'o.c. 34'-0' 187-0' 612.00 f12 right elev. 3 Wood Frame, 16'o.c. 34'-0' 18'-0' 612.00 ft2 left elev. 0 4 Wood Frame, 16'o.c. 54'-0` 18'-0' 972.00 ft2 rear elev. cfl 5 r 6 � T 0 8 c*� 9 10 11 12 13 14 15 16 N 1T r` Ln 18 CD � 19 20 0 21 c9 22 23 24 25 26 0 0 41 a� C L Q] N J = Exterior Wall Area Total:3168.00 m 06103f04 15:48:32 1 r 1 c ! a: cr I Area Calculator: ti Add to Window Assembly T Unit Total Comments) Library Name Y � QuantityWidth x Height = Area Area U-Factor SHGC Desaipthn 1 2862-2 Vinyl Frame,Dou 2 V-t3" 6'-5' 36.36 72.72 J f(2 0.340 Superseal Low E Argon 2 2852-3 Vin Frame,Dou 2 V-3" 5'-3' 43.31 8162111V 0.340 Superseal low E Argon 0 3 1938-2 casement Vinyl Frame,Dou 1 3'-1 E" T-7' 14.03 14.03 ft2 0.310 Superseal Low E Argon 4 J 28310 Vinyl Frame,Dou 1 2'-9" 3'-11" 1.0.77 10.77 ft2 0.3401 Superseal tow E Argon 5 1 3072 1/2 round wl 1852 Vint'l Frame,Dou 1 5'-0" 6'-0" 36.00 36.00 ft2 0.340 Superseal Low E Argon flanxers,Patlad*k window 6 2046-2 Vinyl Frame,Dou 1 4'-1" 4'-7" 18.72 18.72 ft2 0.340 Superseal Low E Afgoa �? 7 6-0x6-8 slider Vinyl Frame,Dou 1 6-11' 6'-7" 38.95 38.95 ft2 0.300 Superseal Low E Argon 8 2852-2 Vinyl Frame,Dou 6 5'-5" 5'-3" 28.44 170.64 ft2 0.340 Su erseat Law E Argon 9 2852 Vin Frame,Oou 2 2'-9' 5'-3" 14.44 28.88 ft2 0.3401 Su eiseat Low E Argon 10 11 12 13 14 � 15 Ln 16 rn 17 18 CO 19 ca 20 21 22 23 24 25 0 0 co m Q) CO J S Window Area Total:477.33 cu 0610310E 15.48:32 7r7 L` ni Area Calculator: ti Add to Door Assembly Type QuantityWidth x Height = Uert Total ll_Factor SHGC Commtion entsf Library NameArea Area Description 1 2-8x6-8 servioe door Solid 1 2'-8" 6'-8" 17.78 17.78 tt2 0.180 Garage Se7q p Door 2 3-0x6-8 w!2 sidelights Solid 1 T-0' 6-8" 33.33 33.33 ft2 0.280 Front Entry wl 2 a Sidelights c� 3 4 �r 5 0 6 7 c 8 J 10 11 12 13 14 15 � 16 rn 17 18 0 19 20 21 22 23 24 25 0 0 a� m ti J S Door area Total:51.11 c t1fa03A)4 ;5-48:32 1r1 c i Area Calculator: i Assembly Type Width x Length = Gross Area Gomments+Description 1 All-Wood JoistlTruss,Over Unconditioned Space 2'-0" 10'-0' 20.00 ft2 flow area over basement 2 All-Wood JoistlTruss,Over_Uncondiboned Space 34'-0' 32'-0' 1088.00 ft2 floor area over basement 3 All-Wood Joist/Truss,Over Unconditioned Space 16'-0` 26'-0` 320.00 ft2 floor area over basement ~0 4 Ail-Wood JoistJTruss,Over Unconditioned Space 201-0` 14'-0" 280.00 ft2 floor area over garage 5 r 6 7 0 8 � 9 10 � 11 12 13 14 15 16 17 u) 18 C13 rn 19 r` 20 CO 0 21 22 23 24 25 1261 0 0 a� L N cn ti J d T Fluor Area Total. 1708.u0 GO 06103104 15:48:33 u,. ?1. ))4 12 5 4 U PU_TE N0. 724 ',i DA' C,()N S T R LAW OPPICE OF ' MARK 13, JOffNSON 12 Chestpt Street Andover,Uassachusetts 018103706 (978)475-4488 Teiecopier: (978)475.6703 -OIINSON (11A,:41I,ll(:) , e alp . ..ti.._.... f, IORENS7'Ir1N (Ivi�,,1VIE) KATHRYN M,MORIN' E LW\,NCRISTALpI MICHELE C. 101MAS ;a:c'ii y MEROLL1 ((VIA.IL) ICATIILGEN H. HArZEEI. LAIN-IF, < 1fE NA) KAREN P.SHRrL,MjL1N DAWN MARIE WALKap, May 25,2004 Julie Parrino ToN�m Planner Town of North Andover � � 2, Uhal-les Street North Ajicdover, MA 01845 Forest VieW—Form J Lot Release Dear Ms. Pezino: Enclosed please find a copy of the Fornx J Lot Release in connection with the above captioned subdivision. This releases Lois 39,401,41,42 on Plan No. 13727 as to sale and building. The release was recorded on May 21, 2004 as Instrument No. 22055. A copy of the registry receipt is also included for your reference. Very truly yours, LAW OFFICE OF MARIC B. JOHNSON C ' Lianne Cristaldi Paralegal lc Enclosures pc: Patrick e✓Co�x James McCabe F:1�rr:•Ocwlrud a renes of Num England L;000-41142 Forast Ylawyeeond Bend RcicasaIA116 Perino.l,ot Release l>r5.25.pa,doc 2004 i2 54PM PUI TE +'`i; N0. 724 P. 2 C';r`I r. cr N-ARK-:i.AHN50N f2"Vlitia=��lSt Ands at ,MA 01610 (Space above this lino reserved for Registry of Deeds) FORM J LOT RELEASE 'The undersigned, being a majority of the Planningb Board of the Town of North Andover, Massachusetts, hereby certify that: a. The requirements for the construction of ways and municipal services called for the Performance Bond or Surety and dated June 20, 2000 and/or by the Covenant dated November 9, 1998 and recorded in District Deeds, Book 5247, Page g 76; or registered in N/A Land Registry District as Document No. N/A and noted on Certificate of Title No. N/A in Registration Book N/A, Page N/A; has been completed/partially completed, to the satisfaction ofth e Planning Board to adequately serve the enumerated lots shown on the following Plans: Lots 38, 39, 40, 41 and 42 as shown on a plan of land entitled "Plan of Land entitled, "Definitive Subdivision Plans for Forest View Subdivision, Route 174/Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, p 11 Old Boston Road Tewksbury, ksbury, Massachusetts 01876 by NfflF Design Consultants, Inc., Scale 1" = 600', Tax Map Composite Scale 1" =200', dated September 22, 1997, revised through 1113319 8, recorded with Essex North District Registry of Deeds as Plan 413362 and as affected by corrective Plan recorded as Plan No. 13727; and said lots are hereby released from the restriction as to sale and building specified thea eon. b, (To be attested by a Registered Land Surveyor) Lots 38, 39; 40, 41 and 42 as shown on a plan of land entitled "Plan of Land entitled,. "Definitive Subdivision-Plans for Forest View Subdivision, i Z,104 12; 5'5PM PULTE N0, 124 P. Route 114/Salem 'Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MI-IF Design. Consultants, Inc., Scale 1" = 600', Tax Map Composite Scale V =200', dated September 22, 1997, revised through 11/3/98, recorded with Essex North District Registry of Deeds as Plan 9 13362 and as affected by corrective Platt recorded as Plan No. 13727Y �- a/ STEPHEN M. J. MELESClUC � No. 390Q b. EI •o v b I Registered Land Survey-. .ss, SURIIG�,� d W C. The Town of North Andover, a municipal corporation situated in the County of Essex, Commonwealth of Massachusetts, actin b its duly . g �' y organized Planning Board holder a Performance Bond or Surety dated June 20, 2000, and/or Covenant dated November 9. 1998, froze Mesiti-Moore's Fall, LLC of the City/Town of North Andover, Essex County, Massachusetts recorded with the Essex North District Registry of Deeds, Book 5247, Page 76, or registered in Land Registry District as Document No. N/A and noted on Certificate of Title No. N/A, in Registration Book N/A, Page N/A, acknowledges satisfaction of the terms thereof and hereby releases its right, title and interest in the lots designated above on said plans as follows: I Lots 38, 39, 40, 41 and 42 as shown on a plan of land entitled "Plan of Land entitled, "Definitive Subdivision Plans for Forest View Subdivision, Route 114/Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, I l Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Inc., Scale I" = 600', Tax Map Composite Scale I" X200', dated September 22, 1997, revised through 11/3/98, recorded with Essex North District Registry of Deeds as Plan 413362 and as affected by corrective .Plan recorded as Plan No. 13727. CA1Documents and Setdngs\MarklLocal Settin&ffemporary Iniernet FildOLMATomt 3-Lot Releaso 4Gamet Circle Lots(Z).doe 2��"04 12: »PM PULTE N0. 124 P. 4 EXECUTED as a sealed instrument this day of 2004 f . Majority of the Planning Board Of the Town of North Andover I COMMONWEALTH OF MASSACHUSETTS .Essex, ss. On this JJL day of n4A. _ 2004, before me, the undersigned notary public, personally appeared,=-eof the members of the Planning BoardAt, Ar nr)e �. , proved to me through satisfactory evidence j of identification bein w g Ac(nK ie ffi s .h l c � -4-11 to be the person whose name is signed on thepreceding document and acknowledged to me that�heysigned it voluntarily for its stated purpose, as a duly authorized signatory and member of the North Andover planning Board. A1b24o Ain Notary Public� �5� ' My Commission Expires: F'uve�v-DocsU'ulto Homos of Ncw England LLOForest VicM9499 Forest View Lot Release\Form J-Lot Release 4-Gamet Circle LoU,doc CADocuments and SettingsWark1ocal SertingsU mporarj Internet FildOLMATorm J-Lot Relewc 4-0arnet Circle Lets(2).doc '1('-' 1�,�t r.t•4.'�:s1,-. ry,`S;�zm4��,vi,'Y••,er\.�t"r•JyC�k,'"v'e'••l,a"i- ti':�"v�Sr;�.`.;`'1P�,dr.si�rl.1'; r�'�,llC��,"'"4.';i•-1�,•aA,`.1`�SI44,0.IK+f„1�`�;,N',,'i h f>,k��"�StL�•„,1'jyr,;"�,�.',��' ksl•3!.-��`Y4Sr1u•��44?•};`�',`'tc:, ��1.-��,tin°'1 T«veq�ti�.rb�wy{�1•'a�n.��'py�SI��.,i'tM;!� .r0q•' 4 ' r " P`'12 �5 : I� , l` . N0. 7L2 0i141 „ C�,•'y�`Fb�.,r'4�Y�:�Z�!,rtv f\� ?1 � � �. ',��'S:JL' ::i`'.��; 7 .K 'i �;�i�wN A..YS.!�'§.. �i `�'. v,{� ,�,1• � ,yy �'J1 trJ, c � �a� Yf;. p n ,,.� \ ✓� 'Sh't"•�,..•w�a��tic•,1\wS �. ',r S� ��.. Y 1 l6? +o. 1 a�v ig, 1 b '� Q• -,�}may' �' y� �!y.w. ,v 1� ,a :.1. �v ,• t ir• 'Pi 1 4'd� 1�1*, KI 1 ^Swri;�S "Ito 1�.... n\+ �4 ? • a ''¢', ..,•...,y.,,x, ”} •."�.l�r � •,Ytit?;,r`:� � � �,� 't a.1.v ' i y<v�' d:.e�y, � r• ar;,,l;'r r .:2. ,� e,. ;'',. �• `°' ,yyiE�;l`}c :,iY�t.`yi• , Lam,� Ir}: ,�.`� t +'/"�;��• �-I;+ � i 1'. I Le' ='1..1.. � '.,� '�:�7,''r,`'-: h�:7- i' .�• �. ,. �. e �:'�+t;A �i ,��:'}• � ��,,;n1;� v��' k �i s�{1'i`��h.� i�. _ ., ,,,t �l .r'.ia�,� ,Y ,.�r.,t$q'c 4''.,� ��,�n 4I�„Dt 14.:-1•' 1iJ,' <'• 1 -� V�,1��. Y �� r '1.N�(' L� y..`� .. •Y, ;. ..P., ` •�� ` ; •� i • ,•y � ,_.�7q�;��;'�Y`��'?`i1` ,��,��>p ,� 1�.�• ��,�:;,, ��,t7•,3;,,-''� � r.,, ! ,il.. ♦ y" �'}^��:, aa' B�"'J","' a` '{'' ."9' Y, tt Y" ;� '�4 1n7.,{1r''S�, A4, °.,. . „i" 'ff a. '' .07.; `:l I n� 1.:1�', r!y 5J4 �l„•;•o Z'rti• �. a- it t N C , ,r, 'S 1_r, ,J�• > 'i">,'e 1 4 �,; t' I 1.v. �,y ;r,, ,>•a •��:`A;,'k µ. • � ,�* r `l.” „y.'';` '�. ,T'I ;ir.Y�,-, 41`, ''�,� fa�'9',(', rS' ;;;mF•.k: _�"o.'' ,;� .��`fjs��rl��?.'v. '�'-j . � � � i•'�.�� .�. '.tip` f .. � �'� x'_ 'e�� `nf,,r �,f°, '�1�:��y�11::.��T.'`,.rj•'��yi^.}�Py�;S y��'�'�.�`�I-)4 �� i� r'. "'''''a•�r 1:11 � j"' � •, Y•' ,'.r�� f• w.;a I -x':i'3• ''Yp', -i,a�1•' a'�.,I:�1,J, ,l �' "r. i Y •. � �• �� / /° � � <,� III Essex North Courity Registry of Deeds' 5n1 Common Street uv r eance, Massachusetts OIB40 + 05/21/04 {,c. me( 9 daHIti m Kri f' J Tv pM 13Tn11 L L�. 0 DOC. 220C. P. 20.OG QLdl 75.00 i Jt -'r I }•ay;narlt cheek 71.00 .;Z THANK YOU! 71�a�as T. Bur'xe • . ' . . .. ,fir s i •1 ' 'J'I • rilyi 4?� RTIi Town o 4Andover 0 No. Q Q Ido dower, Mass., r7— i i —a O O y y = T Q LAKE COCMICMEWICK ADRATED O' A' SACHUS FOR EXCAVATION AND FOUNDATION THIS CERTIFIES THAT .........P.9t6t.......t .!r, ......d ... !AC.!......A.k...��..................... has permission to excavate and pour foundation at ..� "! ................... I r... . ..�0........... .. ........ .... .. . .. ........ for the purpose ot.10.b m.1-alalAn i.. W4.11...A: The person accepting this permit must return to the office of the Building Inspector a certi ed plot plan show of building thereon before Foundation will be inspected. I Oct /` 4 1, VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. BLDG. PERMIT FEE S A JAAA LESS FDA FEE • DUE FRAME PERMIT .SEE REVERSE SID!L_jl BUILDING INSPECTOR NORTH To' vm Of _ 4 over 0 LA o dover, Mass., 7719, �. I� COCHICHEWICK V 7 ADRATED C2 BOARD OF HEALTH PERMIT T Food/Kitchen Septic System e. BUILDING INSPECTOR THIS CERTIFIES THAT....... #0 S O IV- C �. Foundation has permission to erect. .... buildings on O yD 7...e/.. okrw� �� ^a' ti Rough . . .. . . ........ .. ... n . to b8 occupied BS I`i,.......VDN. �....... � 1.. ....... �f� he........s�... l !.. � Chimney .. . . provided that the person accepting this permit shall in every respect conform to the terms of t application on file in Final this office, and to the provisions of the Codes and ws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. )0474 (. PLUMBING INSPECTOR 3� VIOLATION of the Zoning or Building Regulations Voids this Permit. Roush Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRU ELECTRICAL INSPECTOR,N STARTS Rough . . . .. .. . . ...... .......... ..................... semi BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. SPECIFICATIONS PRODUCT ACTION REQUEST _ P .A.R. 'CODES DRAWING INDEX � coo ACTION REQUESTED: RESPONSE: DESIGN CODES GENERAL ROHR MrNt< 1.00 SPECIFICATIONS, SCHEDULES, & INDEX d I. Work pertained shall comply with the fallowing: `Q CAR'92-11- BASED ON C.A.B.O. BASIC BUILDING CODE 2.00 FOUNDATION PLAN]NGROUND A. These general notes unless otherwise noted an plans ar product Q yti specifications. GATE: 2-II-99 ADD PARTIAL PLANS FOR OIL HEAT COIJDITIONS PARTIAL PLANS FOR OIL HEAT CONDITIONS ARE ADDED. 1995 EDITION `� H EFRECTED SHEETS 2.01.4.00.4.01 2.01 FINISHED BASEMENT PLAN 8. All applicable local and state codes.ordinances and ryub6ona BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION Q C. In areae where the drawings do at address-cu, amgy. 3.00 FOUNDATION DETAILS a the contractor shall be bound to perform In strict cam once wAh BASED ON MASSACHUSSETS STATE BUILDING CODE 780 CMR 6th EDITION py manufacturer's specifications and/or recommendations. N PAR'00054 4.00 FIRST FLOOR PLAN 0. w 2. The general notes and typical details apply throughout the PATE 03/23/00 I. PROVIDE BOTH LPI 20 8 26A SERIES JOIST LAYOJTS, L CHECKED FOR TRAP PROBLEMS--NOTED DW'65.TO 13E FOR 60TH 20 6 26A SERIES. 4.01 SECOND FLOOR PLAN � z job unless otherwise noted or shown. EFFELTED SHEETS 8008.00A,8.01,8.01A S.DD ELEVATION #1 F 'z 3. Discrepancies: The contractor shell compare and coordinate all,dr°wi g:`when m the°porta of the Architect,°doper discrepancy BUILDING CODE ANALYSIS 5.01 ELEVATION z mow,, w o exists he shall en in the report n to the whir ,ed fico proper adjustment „ before proceedingwin the work. PAR'00155 5.02 ELEVATION #3 4. Omissions: In the event certain features of the construction O are GATE: 09/08/00 I. A00 3-LAR FRONT LOAD GARAGE. I. PUPPED 5HT.16.01 USE 6ROUP' R�4 5.02A ELEVATION #3 - ENGLISH BASEMENT _ not(ulry shown an the drawings,their construction shall be of O w the same charade'as far similar conditions that are shown or noted. 2. CHECK CLO JOISTS IN GARAGE. 2. ADDED 2 X 10 CCG.JOISTS&OELETEO COLLAR TIES.5HT 9.00 CONSTRUCTION LLA%: UNPROTECTED ,+r,,r A 5. At work is to be pe formed in s professional manner and HEI6HT&AREA LIMITATION: 2 STORY MAXIMUM HOT 35 FEET 6.DD REAR AND SIDE ELEVA9:J.y.7 / in accordance, standard practice and consistent with monamcwrer's ACTION REQUESTED: RESPONSE: EMERGENCY E5CAPE: e6RE55 OR RESCUE WINDOWS FROM 5LEEPIN6 ROOMS 7.00 BUILDING SECTIONS and suppliers recommended irela,calculated procedures. rn� 6. 0�mensions shoo be read or calculated and near scot,1. SHALL HAVE A MINIMUM OF 5.7 50.FT. 7,10 KITCHEN AND BATH ELEVATIONS NI dimensions are tothe rough unless noted otherwise. All drawings PAR'01-061 6ARA6E/HOU5E CEILING/WALL A55EM6LY'1/2"6YP5UM BOARD OR 5/8"6YP5UM(BOARD IF REOVIRED-WALL h y are at 1"=4'-0^(1/4•=7'-O^)unless noted atherxise. DATE: 06/12/01 d CEILING W/20 MIN,(5ARAGE/HOUSE DOOR. 8.00 FIRST FLOOR FRAMING PLANS , CONCREIE/FOUNDATIONS INTERIOR STAIR PROTECTION: (1)LAYER OF 1/2"6YPSUM BOARD TO ALL SURFACES IN ACCESSIBLE AREAS B.OI SECOND FLOOR FRAMING PLAN C n°-dr ett 1) Provide Optional English 6es.m L for eleuaGon 3. II Provided Optional EnyReh Easement for elevation 3. (2.00;4.00;5.02A:6.00:9.00) t. The concrete properties shall be as fellows: 2)Adjust part.foundation plan 0 5unroom to match F6^si Floor, 2)Adjusted part.foundation plan 0 5unroom to match First Floor. (2.00 8.00) \ OESIGN LOA05' LIVE LOAD FLOORS: 40 P5F 9.00 ROOF FRAMING PLANS kin.Comp strength Min.aggregate 3)Linen e Feuer wall to be 2 x 6 Ba1.'aon Fr7,in. 3)Chen a Foyer wall to be 2 x 6 falloan Framing (4.00(a):4.01(a)r 5.00-5.02A:7.00:BCIIa)� LIVE LOAD ROOF1 35 P5F(MIN.TOP LORD) IL d 28 dews(PSN sire SLB 4)Change Wi Cow R.O.1 10"to Window R.O.19"P Opt fey Windows 14.00) 9 y 9 DEAD LOAD:FLOOR MEA 12 P5F 10.00 TYPICAL HALL SECTIONS Footings 3000 1/2-1 4" +/-,') 4 Changed Window R.O.a I0"to Wndow R.O.s9"0 Opt Days Vhndows. (4.00(.):8.00(.)) DEAD LOAD ROOF:l7 PY(TRUSSES) slab an 3000(IN'r) /2-, 4 +/-,/z') ) 9 p y 11.00 STANDARD INTERIOR/EXTERIOR DETAILS de 3500(EXT)GARAGE PECKS a 40 PER s° WINDLOAD=I8PS' 11.01 STANDARD DETAILS woos 3000 /z-1 a (+/-I/z) ACTION REQUESTED: RESPONSE: STAIR LOADS=40 PSF n� 2. Concrete work shod condom to all requirements of ACI-318-89 SNOW LOAD•35 P5F 11.02 STANDARD DETAILS V and ACI 301-72,specifications for structural concrete for beld'mgs. PAR W 02-335 3. All remfarcenent.aocher,barti.pipe eleeves sad other inserts 11..03 STANDARD DETAILS shall be posifwely secured in piece before concrete is placed. DATE 09/10/02 4, Provide 95%bockfIl compaction at V layers of all slabs ATTIC VENTILATION: 12.00 STANDARD FIREPLACE DETAILS AW 1 and tea cgs. Backfill to be of appwad motKiol. I.Replace basement bean`122 unth flap bean to match floor system. I.Replaced basement bean'122 with fish beam to match floor system.(2 00.7.00a.0.00.800., 1648 S.F./300=549 S.F.REWIRED 13.00 BASEMENT & IRt FLOOR MECHANICAL PLAN 'lJ 5. Reference foundation notes for reinforcement requirements. 2.Provide conhnuws 4-span beam for basement to replace beam'120 and'121. 2.Provided contmJaus 4-span beam far basement to replace bean'120 and`121 and gave the RIDGE VENT=46 L.F.X.085 FRE AREA1LF=3.91 5f. _+ 6. Tool edge of control pints and et slab to well pnot 3,Verify beam reference reumbers match cotes beam the reference'120 and reference'121 ares removed.(2.00,TOO.,6.00,8.00.) SOFFIT VENT=108 L.F.X.045 FREE AREA/LF=466 5F. 13.01 SECOND FLOOR MECHANICAL PLAN or 7. All extsmr slabentom en concrete shall contain not less than 5R 4.Pat H framing plans. 3.Verlfiad bean reference numbers match cdce.(4.00,4.00°.4.01.4.Ole.5.00-5.02,502s,8.00. TOTAL 8.71 Q C ra Ihvn 7S air entrainment B.00e,8.01,BOIa.9.00,9.00x.16.00,Ifi.01J 14.00 BASEMENT & FIRST' FLOOR ELECTRICAL PLAN �^ V a omitted TJ1 framing plans.18.00,$.Of) 14.01 SECOND FLOOR ELECTRICAL PLAN luundaFooliing depths ora shown an the se ,cons amass awenrsa MINIMUM R-VAI^UE5 OF OPENINGS: GLAZING vingl R vela.•z95 rwled,footings small bear d minimum of 12'into nginal WuAium R Val e=1.30 15.00 OPT. SIDE SUNROOM � undisturbed sol and a minimum of 24"below finekd grade 000R5: Entry R Value:1497 36•-Frederick Co.MD.&Horsham Township.PA;City of Frederick,N0; 5GD R Vele=159 15.01 OPT. FLORIDA ROOM a� 42^-Rhode Isond;48"-Mass.). Where required,step footings to mile of 2 bah_ld la I eerbea1. 5KYL16HTS: R Vat.=3.57 16.00 OPT. 3-CAR SIDE LOAD GARAGE PLAN & ELEVATIONS sWhere conditions de"amp requiring charges In.cevelions' 16.01 OPT. 3-CAR FRONT LOAD GARAGE PLAN & ELEVATIONS I such changes shall be made as directed by the Geotechnical Engineer. 1 Sal investi°tion and report: All earth wark,con action VOLUME CALCULATIONS: 11352 colo BASEMENT SLAB AREA X WALL HT 9P 12771 c.f.FIRST FLOOR FIRST FLOOR AREA X WALL W. and supervisim shall be done per`add loading call of mil 13504 c.f.SECOND FLOOR SECOND FIR AREA X WALL HT'2 STORY SPACE X 9' (q� investigation`apart. Concrete slab and faa0nq calcuo6ons are basad 3900 c.f,GARAGE GARAGE X 10' V ` �J on .000 psi value, d the ate test borings indicate lesser values, 4116 ef. ROOF ROOF r_ me I,Architect m that necessary structural modifications can be made. TOTAL 45643 of. WPia Circ Wants,Grade t. All jobs,ratters.and headers shall minim unless otherwise H� /-yr f, noted,Nan-Fir#2 with the following minimum allowable slressa M-i--7 and modules of elasticity: A Extreme Diner stressFII: FPSI(Repel.member) B. Hon1 G Compression perpendicular to grain: Fe=405 PSI 0. Modulus of eimbcily: E=1,300,000 PSI AB ANCHOR BOLT 6A 6AUf£ REF. REFER TO REFERENCE 1 2. Hem-fir m.y be noted,above. luted species shall meet A,Ff, ABOVE FINISH FLOOR GALW. GALVANIZED REIIA°. REINFORCIW,REItFORCED OLOr C GN A,; or exceed requirements noted above. i It sv �_ �i IVSD SPF Stud grade ADJ. ADJDCEM/AOJUSTAHLE G.L. GENERAL LONTRACIOR ftEOO RI REC properties(2 x 4 or 2 x 6) AFT. ABOVE FINISH TREAD 6EN. GENERAL RM5. R00115 Ab=676 psi ALUM. ALUMINUM GYPGYPSUM R RANI Fv=70 psi ANCH. ANCHOR G.L. BLUE LAM R.O. RUV6H OPENING Fei=425 pei .9 AWIP R. RISER To=675 psi ARCH ARLHITEC"U AL HOWR. HAROWARE RNP ROUND (�(� G \ Q e�/� E = I,2OO,IXJO psi ! AT NOWO. HARDWAOOP 5C. SAY,'LUi � Ct;�,�\�� 1 `�+C-C) ik \ T. HEIGHT SCHEM. SCiEMATIL WOOD ENGINEERED FHAMEO SYSTEMS B0, BOARD NORZ. HORQONIA1,IiCRIZONTALLY r^ BLDG. BUILDING NR. HOUR SHLF SHELF OQCt�1 \ YlW PSm Truss diagrams show design intent only. Truss manufacturer to Be BEAM xA2. 5HT. 51EEi 'Hy all spans,dimensions,pitches,de.and submit shop BTM BOTTOM HB 5W. NEAOER SWILM •r J tE ' ` 1 drawings prior to fabrication. 31-0 BLOCKING HOSE BIB 5S , STANLE55 STEEL 'n BRC. BEARING ID INSIDE DIAMETER 5TL. STEEL (\�. _�) ��1 Floe'Trusses Was. IN GROUNC 5TRULT. 5TRUCTURAt -" V"\��G W t 1. Floor trueses:pre-engineered trusses. Floor truss O5MT BASEMENT 0i W5ULATION 5U5P. SUSPENSION manufacturer to supply shop drawings and erection drawings.Shop drawings AT. INTERIOR SOp SLIOIN5 OLA55 POOR must be sealed by a professional engineer registered in the C.J. CONTROL JOINT I.S. INSIDE CORNER 50. SQUARE o, \ ,� gareming jurisdiction. 4 CENTER LIKE 2. Floor Trusses shall N designed to Emit deflection to L/480 CMU. CONCRETE MASONRY UNIT J7. JOINT 75 1OWEL BATS h COL. 1 for live loud and fora dead bad of he ESE+12 PSP. Rooms consistingconsistingCOLUMN i d G OWUE AW GROVE of different lengths the deflection of the shored span shallove grn. - CONC. CONCRETE 01 KIPS PER SPUME OUCH A TOP OF GRADE SLAB �.' (AND. CONTINUO TFW TOP OF FgINDA710N WALL � a g+�r7Y ce the shortest span sMll govern. CONT. CONTINUOUS LI.WT. LIGHTWEIGHT iYP TYPICAL � i 3` ,�I list a 5T. CON57RUCTION LT. tlrxHT 7 TREAD REVISION TRACKING b ��a a 1. 1-joist:Pre-engineered puts.I-joist manufacturer to supply C75K. COUNTERSUNK LVR. LOUVER TR TOWEL ROD = engineering calculations Sealed by a professional engineer registered CO. LASED OPENING L.T. LAUNCRY TIiB TRFL TRIPLE in the governing jurisdlclim.Connections and details shall be as shown CANT. CANTILEVER NQ. DATE NOTES hLQ. DATE NOTE5 on pions. C.T. CERAMIC TILE OAS. MASONRY U.N.O. UME55 NOTED OTHERV15E CCG. CEILING NAT. MATERIAL 00054 03/23/00 LPI Ff41G 2. Flea- I-ist shall be designed to remit deflection to 480 CM. CROWN m0UL0 VERT. VERTICAL. __3 a2 Na N 9 L/ WAX. MAXIMUM 00I55 09/08/00 GARAGE fol IiVa toed and lore dead toad t he sPSFhe+12 PSP. Rooms consisting G.R. CHAIR RAIL O00 MEDIUW.CZ5ITT OVERLAY V.IF. VERIFY W FIELD of different lengths the de0ecfron of the sharest span shall govern. WECH. mECIVWICAL W WASHER 01-Diol ObA2/OI ENGLISH BASEMENT the shortest span shall govern. D PRYER WIN. sup UM. W/ WnH 02-335 09/10/02 STRU;NRAL INFO d PENNY M0. MASONRY OPENING WO' WOW Real Tmnes OBL. DOUBLE WWF. WELDED WIRE FABRIC 1. Roel Trusses: Pre-Engineered trusses. Rao(truss monufaclurer to supply CIA OIA%ETER MTL_ METOL WO OR W10 WALKOUT P. DIRECTION WNW WNDOW L,drawings and sectio°drawings sealed by o professional engineer registered ON DOWN N.14 NOT IN CONTRACT in the governing jurisd elmn.Connections and details shall be as shown INT5) NOT TO SCALE ` OR. POOR' on plans. DW V15H WASHER O.G. ON CENTER DWG. CRANING OPER. OPERATOR OTL 05TAIL UT ON6. OPENING OTL DETAIL OPT0 . OP110NAL DRAWN BV: ex EACH OSB. ORIENTED STRAND BOARD E.JExFAwal..JOINT OZ. W, ELEC. ELECTRICAL i/R ONE ROO DATe ELEV. ELEVATION I/5 ONE SHELF C,'C Ell. EQUAL PL PRECAST GRO55 fINIShlEO REV No. DALE EQUIP EAUIPWENi FDD. PPRTgae BOARD 02-335 03/10/02 exp CWM51ON a PLATE 50UAREfOOTAGE5 50VAREFODTAGES BEAFIJL PANEL F/RSTFLOOR /4/9 F1R5)rnaw /4/9 EEE.. EACCHR ENV ND PWO pLYWOpp SECONOFLG77R /546 .SFCONOfLOOR /546 F/C FLOOR COVERIN6 CHANGE P' PREFABRICpiED PAIR T O JOB NUNSLF FD. FLOOR ORA IN PROJ, PROJECT/PROJECTED 6ARA4F,- 390 OPT F/N 65#7- FOUNDATION PDN. FOUNDPSI POUNDS PER 50.IN. FLR. FLOOR P5F FOUNO5 PER SOFT. REG R00r41 559 FP FIREPLACE P.T. ME55WE TREATED TOTAL 4679 5T!/OY /.P6, A120318 FR. FIRE RPTED CATH 37 �w FTM FOOT FEET Quo. QUADRUPLE � � � � FYOR/9A ROOM tAl SHEET NUI BER FT6 FOOTIN6 GARAGE TOTAL .1.00 0 9-CABO.DWG rev 05/05/9 0/30194 ABBREV © COPYRIGHT 1999 Pulte Home Corporotion g)_- a 3.00 7S}310 �g10 16'OL.STUD WALL OH 4b32 ON N 30305H -- co EQ =_ = 10"POUREDLONL IALL STOR MEGH RM EXTENDIIOEO°(LONGL510�5 OPT. REG R00 �sL� 16°N�ILDNL aDT,NG DPT. bADY — PART. FOUNDATION PLAN a ENGLI5H BASMENT GO _ w z SCALE 1/4'm 1r-0" = 24n �, O IL /� o NwN 54"1" - 1�b CnT W ' 1 1 Q 25'.On 14i-Ilu Bi-8" 6,-2x 2.6 16"O L 5TUD WALL /0 560 5T L h° PART.FOUNDATION PLAN 0.o °H 30mH S 52 � W/ OPT. FAM. RM. MA5.F.P. — ——— ————————— — —— _——— 3850 5H ——— 3D5B 5H —— x ALE:I 4 44-?X-4115- 12131215BP .,;: (2),i- 1115E EE::- :((21J IUSE;EE ): Ex ENo of OE a o ms`s oes OPT.REG ROOM T. STUD PART. FOUNDATION PLAN B OPT. WALKOUT GOND. 3.00 I I SCALEI/4"-I'-On OPT.FLCRIOA ROOM LOLAT 23'-6° 7 7-2-- ----__________________..-----------_.-___-_--_BULKHEAD O H I I F 3 00 GARAGE 3 00 I r ————— -7 _ y UNEXCAVATED I — 'S�'`4 CONTROLLED FILL - a - ROTE INAAOITIAORAOFOR OPT. L _ e P"U� m 16x6 DECK POSTS W( m m BLOCK ON WALL I FLORIDA ROOM .46"DEEP CONCRETE W// - (ANL.FT6 ^ FIBER MESH 1 Y EXTENO SLAB TO _ EXT.FACE I OPTIONAL PRECA5T O —I—————— CONL�BULKHEPD - S 3.00 � I _ .`3 ——— —— ————— B JI'!�-12,ti NL. INTEL ——— I .g _ ———7 B OVEROIG .- c1. 10"POURED LONG L J "10 W(�,,,'4?9F B BOT.TYP) J?Ff u I gViy� FOUND.WALL ON T.O.W. -v' C J y 7'-0 a 16"%I O'CON-.FOOTING B�'4n 2/4.OR WWI. 3 Ol) OQ TO APRON T.O.SLAb BULKHEAO,r REF. -3.00 u ►�--4 a=' TI-IDA 30'x 15"55MT WOW UNF IN 15HED 30°x 15'05MT WOW SET FLU5H W/TCP OF SET FLUSH W/TOP OF FON WALL.OMIT ALL STORAGE PON WDLL.-I'TALL I — S 151.3E Of COL. CC COL. COND.(TTP.) 4W10 LOUD.(TYP.) i__-_ , 2'-I° •^ w . OPT.FOUNDATION PLAN B OPT. FRONTLOAD GARAGE SUMP PUMP ANUS P 2 UNIT LDND. n � � IB-4' 0 5'�9" Q,D AHUI 3'-3" 12.0" 10' 12'-I 3 "10 CNTR.LI Id'-2x TONIC£OF Yf� __ I OF COL N FWNOA WALL "' --i- 5LEEVE I I PM.TO VERIFY ------ FTG AS LOCATION _ la REO'D 3 1/2'VXII GA.AOJ. _ g 3 1/2'EXI 16A ADJ. STC.COL.ON 36 X36°X11° _ O T SEMI POCKET 57L.COL.ON 36'X36"XIT" I I - (- IA REF K-3 00 W/4 4 12 0 L W CON!FTG W/'4 P 12"O C.E.W. 5TL COL REF F H i g HJ2 LONG FTG E -7 BEAM POCKET " r _ I L, —— r 122 r -1 F Z-I 9/4°A 9 1/2'1- 1Xt REF.K-3.00 g g _ -J -I 3/4'X 11 718 LVL LUSH I REF.FO'JNOATION o —— _�— 2-I /4"X T/'LVL _ _ e- AfiIN00054 AN 5.9KIng s 'I.QQ zi 1.6 L IT:J _ L.X L 14.J 120 L VI I LAM _ Am ` APJ BLOCK ON WALL w I H GAR. AB 3 I/2"9X11 GA.AlJ. ry} 5TL?LIX.OXI I ON 36"X36°X12"I a < EXTEND SLAB? ;� STC.COL.ON 36'X36"X11" OPT. B4 RE FRMGP AN &i' Qrc r 1 I 3.00 I LONC FT6 W'4 e 12"O.C.E.W LONE FTC,W/'4 P IT"O L o b o < a<z EXT FADE I T'O'W' , g RBy61FINMBjt �,Q 24"X4B°X12x N FTC W/ < _ I T-7" _ -4 4 12"O.L. AC WAY 'p° _ I FO dL51KF0. 0 � 3� °d'H I H _ 24'X24"X12" A 6 SLOPE CONIC.FTG. I `_!Ni in.n V 3-o0 -- T.D.APRON GARAGE I a RAKEWALL 5 1 - I I UNEXCAVATED 434"A.FN. ..yy OPT.OPEN RAILING _ CONTROLLED FILL �Q CONCRETE W/� R FIBER ME514 I = Tn- L ---- --- _ DATE: I/OR9 I-----J �— M (� 8 REV No DATE R _______ 00 L------� 0.0 3.00 Ww rn-3 o3no/o2 00 j _ — P OVERDIG B ORILK a o 41Y 701O" JOB NUMBER oY O A.� PROVIDE DRAIN TILE AROUND 51 ®3 3� QQ /r PERIMETER OF FOUNDATION �+ D I � AS REO'D 64 APPROVED _ `V+ J4`W/OPT.OR ILK GEOTELHMCAL REPORT. '_6 91203fDN — 20'.pii 34'.0" SHEET NUMBER 00 F O U N D A T 1 O N PLA N PARTIAL FOUNDATION PLAN 8 OPT.5UNROOM 2.00 • OPT.FOUNDATION PLAN @ 51DELOAo GARAGE @ ENGLISH BASEMENT GOND. 5CALEa/4":I'-0" 5LALE-1/4"=4-0" 5LALE I/4"=I'-D" © COPYRIGHT 1999 Pulte Home Corporation 41— 5 OPT.BO%OJT WINDOW REF.P-11.00 O�4 FLUE Q911191111L.NoW., - [s]CY2 ALL LASED OPENINGS SHALL HAVE g$ BEAf21NG WALL SAME CA51NO HEIGHTS AS OPENIN65 V.'/DOOR5 NOOK DW p ALL WALL5 SHALL BE 2 x 4 UNLE55 NOTED OTHERWISE cn a 110 8 ALL 15 t FLR.%WROW HORS P 94"AFF.U.N.O. ` 2/0 0 5E7 ALL B5MT.WINDO%G HORS @ 82 5/8"AF5.UN.O, o; P ENGLISH BASEMENT LOND 2/08M L Hf5 d FIR.WINDOW 6 LINE OF 5TAIR5 -m REFERENCE CORNICE DETAILS FOR 2n <1 _ o 7R 2 IN, -= M 0 o TTHHIN SET ALL CERAMIC TILE OVER 5/B"UNOERLAYME _ NT Q `---------- 2/8 ALL WINDOW5 SHALL BE TRIMMED PER SPECIF.LEVEL ~- a - UP 36"xISL I 5ET ALL TUBS ON 90'FELT • $------------------------------------------ --------------------- M 3R PWDR PROVIDE MINUMUM OF 4"RETURNS P ALL OPENW65 Z> _ �y-� __ ALL ANGLED WALL5 @ 45 OEM6155 UNO. O 7�_ GARAGE -�- ) -- 710 ENTRANCE COORS d WINDOW5 W/I X TRIM P BRICK �r PROVIDE I LAYER GYP.00.ON ALL WALLS. = L-�✓ TG N CONDITIONS SHALL HAVE EXTEND JAMES. LEIV- 9-LITE PROV IOE I LAYER GYP.BO.ON CEILING D I ALLBRICK SURROUNDS 51ALL PROJECT I" j W/I LAYER 7/16 058 W/R-30dSN5JL.UNDER 2ND FLOOR FINISHED AREAS. D WALLOVEN r�9'-qngL6x1`4" GENNOTEBLIBRARY (3)1 3/4"X IB"LVLZVJ/(6)2%4 a E.E.OPT.78 _____________F_7 POOR AUEoss PANEL 51NGLE FHA GOND. OPT. GOURMET KITCHEN - 20 MIN. SCALE:I/4°=V-0" o SCALE�I/4"=I''0" (212x10W/ 1212x�±1uW/ _ - IzW'12YeE.Ew! IiVJ�3eE.E.w/ - L6x4x�i/B LOOSE b%4x 8 L005E 51L.ANGLE @ OPT,BRICK 8'x7'GARAGE DOOR B'x1'GARAGE DOOR 19 B ___ T______________________-.___2�'-IID 11 L 1 -- L L—_ r- - OPT.H.ORIOA ROOM LOCATION,_, _ N,_ ° I-4§ 81.1" �11,1u1 8'-II' 111'411L 6.9 6i.gLn 11i_g yi.il 12,x„ 6'-6n Y % 6'93 4 13'21 4 X 19'-81/2" 7516, 34-11 I Z' 40-10;1 2 471-5 1/211154- r— OPT. DECK 1 PART. PLAN e OPT. FRONT LOAD GARAGE REQ N O2IyTJC(° ii O SCALE 1/4">1'-0" F r r T-1-T I 10 i 0 12'0" 20't" _ CID o --d NOTE 1 1 1 1 1 1 1 REF 547 ON 0 FOR ADDITIONAL L L L L L L 385 FIX HFORMATION FOR OPT.REAR 5A_T 6L FLORIDA ROOM 116 1 I 7,00 p 956 TWIN C5W, 2852 OH TWIN 2 OH TWIN T' 1 6/0 - 5ET 51LL 6 4 AFF PT.BOX0.1T WIN00 ti��y�p �� a 3050 SH TWIN 50 SH TWIN 10@ 6�RIUM DOOR 2-2%10 W(.. 5 E.E. EF P-11.00 h�i- 13 2852 fo 1313050 SH u OPT,42"MASONRY = 2-I 3/4"X 'LVL 2.1 3/4"X 9�4$g"LVL `�®- I PNL 1-2 X IO W/ /Z"PLYWOCO I PNL ILx 3o yij FIREPLACE W/(4)J (4 a E.E. 121 J x I?)5 @PSE= �( o W/(3)2 X 4 BET.WINDOWS o REF 5Hi 12.00 FOR vsi � L IJ x 356 EE ADDITIONAL INFORM 0 ' _ �� 114 II 115 D/W -- -- 32"AFF PA55 THRU 12'WALL LADOER - po ABOVE REF.NII.01 wE0 wp STD 42'vIREVENT FIREPLACE NOOK = KITCHEN - it Qb DINING _ - OPT.PREFAB FIREPLACE ; 1� REF 5HT 12.00 36"% ISLAND FAMILY 31-4" 2`9' "11.1 x 61.1" 0 b,,In v ti1Jp/L( _ — FAMILY FLUE ~m h~'~ 2868 L.0. 2J0 REF -u-y� KNEEWALL 8nx8"COL n ----- BEARING WALL 2 "kARW Ll 3 0 BEARW WALL REF.NII.01 _o. 314"KI4°LUl W/L)2%4 E(2)2X1� — - w `5; 1 LINE OF STAIRS "` 2/8 RT.in ' .- I/6OCCG. I4PENGl15H BA5EMENiC� ?78 ¢ < � a g r, OPT. MASONRY FIREPLA em w UP 20 MI 3 so REF sur gs=m a " 56ALE:I/4"= -0 o rz '�' 't•------- L---------------------------- _ Sg —, n o r m ______________-_ 2 1i z}a n a .- Y RiOVIDE GAYER GYP.BD.ON ALL WALLS. � f 4 PN�5 3 3 *____________________ - 21-6111 _ LIVING a GARAGE " ; LL 52 N�= PROVIDE I LAYER GYP BD.ON CEILING +F----------------- 04-6 `_ ;31-gx 21.811 S '^ W/I LAYER 7/I6"055 W/R-30 *M,Z V'"pAez - a C`, '� -� - � INSUL.UNDER IND FLOOR FINISHED AREAS. ��"""l " I a' g�ITE6 U♦-•+ '�o w" = L 113RARY g V � I 51-111 31_TII Fo titiiyypq?� .. o __ 3-13/4"X 18"LVL W/(6)2X4 P EE, FOYER III 0.—REF.H-II05 IO LITE w/FNL _ _ Z STORY 7- I�-12"WALL LADDER _ m= m 22"%30"ATTIC—T- I QNL I PNL REF.NI I.01 o 4 `i A66E55 PANEL 20 MIN. - al 0 118 118 la 2 x 6 LLOON FR ME I PNY '1 m _ 2-2X10 W/ 22X10 W/ = z ( REF. LEVS =off DRAWN BY: 2852 0 ' 2852 OH 1.0o m PART.PLAN ECAST CON 5TOD OPT.5UNROOM c DATE:I/OH9 3050 3050 5 - SCALE-1/4"=I'-0" 8 REV Na DATE A NOTE T.00 34'-0" 22-1 I/2" I'-10' X 0'-0'1 L REF.ELEVATIONS FOR PROJECTED FOYERS 32 il'7' 9'-0" 12'- " 8 STOOP LO�ITI01J5. = 5'-2" 9'-B° 5'-2" V V F 2.REF.TYPICAL WALL SECTION SHEET FOR ,qe NUNHER GENERAL NOTES. 20'-0° 34'-0" 3.REF.FLOOR 6 ROOF FRAM IN5 FOR _ 51203 5 PROJECTED FRONTS. b C1203FP1 ART.= ENG PLAN 13 5EMEN DAD GARAGE MEET I R S T F L O O R P L A N SHEET NUMBER • ALE I/4"=11.011 SCALE:1/4" 1"0" 4.00 © COPYRIGHT 1999 Pulte Home Corporotion OF EW-' � 1 cn ALL r H I SAME ASE'OPENINGS SHALL CASING HEIGHTS AS OPENINGS W 0 8'-61/2" � / DORS ALL WALLS SHALL BE 2 X 4 UNLESS NO7E0 OTHERWISE ALL let FLR.WINDOW HDRS B 9q"A.P.F.UNO. 6 I 70 CENTER OF SET ALL 05MT.WINDOWS HDRS B 82 5/B"A.F.S.U.N,O, 0-4�y P" DR 851NG WINDOW TO CENTER F REFERENCE CORNICE DETAILS FOR 2rW FCR.WIN7pW 4m";cvi P4 25HBORM WINDO HEADER HEIGHTS2840 SH THIN SET ALL CERAMIC TILE OVER y/8"UNDERLAYMEN75x3R 2-2X10 2T8 ALL WINDOWS SHALL BE TRIMMED PER 5FECIF LEVEL cn BATH C SET ALL 7055 ON 90'FELT 0 710 2/ PROVIDEMINDMUMOFRETURNS I ALL OPENING5 EALL ANGLED WgLLS P 45 OEGREE5 U.NO._ J y /� CONDTNONSqSHAV�X E IJAM85M P BRICK �D�RM #2 ALL BRICK SURROUNDS SHALL PROJECT IE 16"SHELF 65'- AFF7.10OPT 6AOINE75 -12/q GENN07Etl22"X50"AT71C ./ pACCESS PANEL�MfF.i I TOWMI6> 0 DR ER OPT AT716 LgppEft V ._..I., WA ______W' 2/9 5HLV5 HALL LL 1/6 = g PARTIA PLAN W OPT. BAT SCALE I/9°=I'-d' 3 _ 6r-9" 3,3x 6'-2" 12`9 n 14'-4 2" A 7.00 30,.6u 33'-101/2" 36'.11 - (3)' 52 D h �w I/2" 3gi.4r, 7r.4" (7).050 SH 2046 OH TWIN F� 8 94 W/TEMP RED 6 A5 Q A I 1 b - SET P 29" PF, 101 23310 DH n 7'00 !J ^ 0 4 CO' 3-SPAN 2-2%10 3038 SH r I. )J x(3)5 - ,______________ _ P E.E. _ 103 2i3� - 3050 SH TWIN __ �_____ 72' (2)SOE (Z�J24101' 9 N i n E' x36 R E.E 2'-0" ------- 7B"x42°DEB ON 101 (212%IOW/I/2"1PLY 2 WD. ______________________ gra + � )Jx(2)SP E.E. NOR 02 = �" 16"' _ F ` HOT fIf_ °fes "'I 2/4 MST--ATE _ = - - K DPT.COFFERED-C Lc, _ DRESSI� G TO IGH 10F WASH g o I Lj --_ REF.GII.01 _ - -=�_ , w ' '-2 7.10 DOM -L gi.On 2/4 - �(1\ __ I NOTE: - MSTR SUITE N - _ REVERSE PLAN HALL } r m 7.10 M _ 2/4 N o m+� i �� - v 8RG WALL ��I J _ (5)24" OF WASH RTON � _ TO LEFT _ 5HLV5 L _ a )x1D _ -L`= ------- -- zx1D - I L 3'7 12X10 2 I/6 2/9 5RG WALL 7.912" 4'3 v2"HALL 2 " ) 3/4"z 9 I/2"LVL W/212X4 WE.E" 13'-" _ 3'' I/2° g ✓ate '�- �' 8RG WALL _ _ - K - 106 IZ"WALL LAWER (212X10 2/0 P2/0 OPT OPEN R FF' H xid I O _-_- REF.E'Il, REF.N-II.01 2/4. B°z8°COL mI WWIG REF N 1101 I 15J 24°L 2/0 V'�1 c g l• I SHLVS�- - '^ 16R a o 3'-4" BRG WALL 2/4 IR/15 a � BD_RM!4 � _�� SITT�ING_RM "I uB - --" SI24" — (212X10 5HLV5 2/0 DEL OPT.36" 1212 10 s S D.VF.P. I\ 2'-B° 4'-6" BRG WALL (27210 _ r �o � ti� PER I ��ic Ip 4d_ 6' .![,L I 3r'4° 3'0, m): < -i J 5r.6" c ider 51NOLE13ORM 04 FHA G 0 N p - I r BDRM '3 - o a 13,a ' � OPEN 7p gELpVI ` Pa t44, + X 54'-0" 7.00 REF ELEVS w, 2 x 6 BALLOON FRAME m REF LEVS w %34'-3 1/2" w .j DRAM BY. 22'-I 1/21111 REF.ELEVS /4Vj\ �j 191-5 I/2" DATE: I/B� /9�g REV No. GATE E C O N 94'-3 I/2"13 02-33101 FLOOR PLAN SCALE I/4".I'-0" 7.00 JOB NUMBER 4 51203 b C1203FP2 ------ -- SHEET NUMBER ._ _-_... 4.01 �-- © COPYRIGHT 1999 Pulte Home Corporation CONTINUOUS RIDGE VENT ~� FALSE VENT 24"EACH END E-- W E� LOMP051TION 5HWJ61-E5I I 1 6 1 REF PRODUCT SPECS 1 I2 I'�� 1 I OPT.BOXEO-OUT RAKE - a, LOMPOSIT ION SHINGLES REF PRODUCT—15 I i 10 Q B I 8 6'TRIM 1 �i I 1.00 I � 1.00 I 1.00 4"TRIM I o Fz ao 6"CORNER B0,W/ E-1 On 4"RE TURN o 6"CORNER BD.W! SIDING 5101N6-REF PRODUCT 5PE65 � w REF.PRODUCT 5PEL5 51RETURN ^ ,y M 14fl 1111a 51D1NG W y 8 I.00 T] REF.PRODUCT SPECS FYPON�� 14 X 60 PANEL SHUTTERS -- 22X32 W/ROUND TOP 4"51LLq _— CRICKET FYFON CAPITAL'650 ya 3"SILL HI 1.00 ---- FYPON 1050 4L ERICK JACKARCH -- t FYPON 1650 WNO ® ®� b j W/KEYSTONE CAPITAL TO MATCH IIS IIIA SPYPONUNS 1856 I4 X 60 PANEL SHUTTERS r r REFNPRODi5PER'25H ELOLKOPT.FIXTURE OPT.LITE " II SIDING fYPON PILASTER 4520� III IIIA IIIAREF.PROOUCi SP L5 ^ OPT.FIXTUREI �II II II 4°RETTURN 00.W/ERILKDo d REF.PRODUCT 5PEL5 II� Alv 6"CORNER BD DOWNSPOUT 8 SPLASH 01.00 ODOWNSPOUT 6 SPLASH BLOCK �F[TI4"RETURN REF.PROD.5PEL5. 0"SIUREFPR00SPECS. �II17 F F 3.00 c---i ✓ PART. ELEVATION @ OPT. FRONT LOAD 6ARA6E ONT ELEVATION "I (51PIN6) 56ALE 1/4":1'-0" n-1 SCALE I/4"•I�.p" CLO.TRIM - REF.PRODUCT _ NOTE 5PEL5. O ALL WINDOW PROJECTIONS E— ARE FROM FACE OF FRAME WALL. - T ALL ENTRY DOOR JAMES �J SHALL HAVE EXTENOED JAM65 W/BRICK VENEERUPPER T EXTEND`A51"°-TO TOP BEDROOM �4 FOYER BEDROOM pL W PROVIDE L. FLASHING OF CAPITAL 4 ABOVE ALL.WINDOWS, (2) 3/4 X 9 I/2 LVL WI �i DOOR5 8 CAPITALS. (2)2 X 10 W/1/2'PLYWD. 10y (212 X 10 W!I/2"PLYWD. 102 4 ej, 121J+1215@E.E. (21Zx48E.E. (21J+(ZISPFE. F?' REF'TYPICAL WALL SECTION _ Z Z x 10 W _ _ SNT,10,00 FOR ADDITIONAL ------- 6 1 J+ t- ---_--- BEADED MULLION 2852 TWIN 2 x 6 BALLOON FRAME 2852 D TWININFORMATION AND OGEE 3050WIN I 30505 TWIN LIN OF a� FOUWA71ON NOTES ti OPT.BR ILK OPT BRICK - - IA12CAPW/ 4"OPT.5 ILK - - T-�---- - 4' m REF:FLUOR PLANS CROWN MOULD 36'%70 FIX RNO TOP ` 12"LADDER REFS F-11.01 2W/(2)IB 2 FIX o AND SHT.11.01 FOR WALL INTERIOR TRIM 6'-21 2" 5'B' S''0 5�0'' .5'81 INFORMATION ®� 34-312 t 27-6 120 li-0 12-0 TM6'4 _ 0'0° DOOR CASINO 12'3112 10'-02 Irv— CHAIR P-0 CHAIR RAIL-------) PARTIAL 5ECOND FLOOR PLAN j 12 i SCALE'114°,I'-0" NION<_ 0 - 0 RI IN U SP ~ LIBRARY LIVING $ S E DD cTE65 _ _ INT. TRIM ELEV 1 4°BRICK SURROUNDQlm (21 2 X 10 w/ 117 (2)2 X to W/ m _ W/ROUND TO? — _ 4°BRICK SURROUND YI/ SCALE,1/4"=1'-0" 1 11+1215 @ EE.� 3/O W/12" N& (2)J+IZ)5 @ E E. 117 * a yj _ ROUND TOP W/KET5TONE FYPON 660EB ------- ,b (2)12 5 ITE r ---_-__ 222X32 — 4"ROWLOCK SILL 2862 DH TWIN _ 2 x 6 LOON F ME 2662 DH TWIN 4 BRICK VENEER -- GARAGE 3060 SH TWIN I 3060 SH TWIN �L4VE REF PROD SPELs _ -- _--- 2 2 x l0 w OPT CK FYPON CAPITAL'850 () / (212 X 10 w/ 4C BR ILK JALKARLH I _ w (2 ZX 10 Br)%4 TOP 6 BOT 21J+1215@EE. (21J+(215@EE. FOR FULLWID OF FOYER � '�a n 0 0 z W/KEYSTONE — — _ GLUE W116d NAIL5 �� 1�b D 8 NAIL � — — ❑ --- - - ----___ -- __- @ .L. 64°X42' - FYPON PILASTER 452-6 54'0" 2652 DH 48'-10° 2652 DH 391-2" 34'-0" 11%' 'D PRECAST STO 12'-0" c QQ 3050 SN F91 U 3050 SH 4' " _— ---- — BRICK VENEER <� OPi.BRILYY ° REF PROD 5PE65 6.4 SL6u SLOB Si.O" SLB' 6Lp _— _ _— Sl.qu yL6e Sign 124' IN.O' W-0 N Pd 0° 34 0' 4 FRONT ELEVATION .(6R ICK) PARTIAL FIRST FLOOR PLAN m SCALE 1/8"•I"0" 4"BRICK LEDGE W/ � aRgwu BY: i a I - OPT.BRICK VENEER _ a1 I -_-____ I I— ' I I- _ a I I REV Ne. GATE V _ dl-3 CY1/10l02 L--- ------- �L ---- �J I PROVIDE DRAIN TILE PROUND JOB NUMBER M�LL——— —__———— LINE OF PRECAST STOOP-'1 PERIMETER OF FOUNDATION A5 REO'D BY APPROVE° 6EOTECHN ICAC REPORT, .L F..• J L J _ DI203ELl 4"OPT 13RICK 4 1r-o° snEET NUMBER 20.6' 14'-6' 5.00 PARTIAL FOUNDATION PLAN SCALE:114":0-0° © COPYRIGHT 1999 Pulte Home Corporation OF E-4 0 12 12 REP.PROP.5PE66 FOR 12 FLUS4 OR BOXED OUT RAKE 7 1 En 1.00 Z MLUS-FH 1 0 Er- -'!t 0 BoxeD 1.0 BOXED XED ...... 0-0— ----------------------------------------------- —----------------------------------—-------------------- ----------- --------------------------------- ----------------------------- -------- ------------------------------------------------ Z 0 u "o PRIi 1 1 1 M1 E_ COMP051TION SHIN51.155 5101NO REF PRODUCT SPECS PRODUCT SPECS OFT.MA50NRY FIREPLACE FFTI OPT BRICK REF 8-1200 Ir—L. � REF.PROD.�PIEC5 FOR LINE OF GARAGE WD OR VINYL CORNER ( M REF.PROP,SPECS FOR 0 F46LI544 I 69 OR VINYL CORNER BA56NENT qiRT - ---------------------- 4"CORNER ------- OPT FM RM WINDOWS— 1 -----------14 ........ OPT F-A-11.03 ------- Fr-F7 POOR TO OARAOE N nil W/OFT.FRONT LOAD COW. REP FLR PLANS SIDING OPT W DO OPT BRICK 100 III DOWNSPOUT&5PLA BLOCK OPT.PECK d: SHII ME,---I'-- ::! M:!::11:!L—W7.PECK REF.PROD.SPECS. I REF.H/I 1.02 REF.H/11.02----4I4I4HffAPPROX.FINISED III F$ REARM GRADE AT INOROUW ----------- ----------- --------------- III ----- ---------------- 7 F- yYM ME IF F F —H-1 OFT.FIXTURE III I SLOPE 70P OF FOUND. SLOP TOP OF FOUND. WALL 0 WALK-OUT CONP, VALLE@ WALK-OUT LONG.2— — — — — — — — — L — — — — — — — — — ----————---- ON.BAY WW. GRAOPRDE!ENGLISH 1--APPRIX.FIIIIIIV Z 6RAPE AT WALKOUT COW I BASEMENT COW. .......... ——— —— z z=7 ——————————————————————— ————————— ——————— L—.-------- RIGHT 510E ELEVATION FOUNDATION AT WALKOUT COW E__q SCALE,,/4"•04' LEFT 510E ELEVATION SCALE 1/4" E_ r 12 4� I 7 OPT.MA50MNRY FIREPLACE REP.PROD.SPECS FOR REF&1200 I.00BOXIE wow VINYL TRA 00 00 M.X.A-13 ------------------i ------------ ---------- -------------------------------------------------------3k------------- ----------- --------------- LOMPO11T1ON..6L11 ® I �� F171 REF PRODUCT 5pec5 ==4U FT-n REF.PROP.SPE(5 FOR % :2 § 5F D-12.00 F A _H OPT,MASONRY FIREPLACE 31 Or ......... R WO OR VINYL CORNER M-1 FF ZOE, w: REF.PROP.SPECS FOR 1.00 W,OR VINYL CORNER DOWNSPOUT&SPLASH 5,06) REF.PROP.5PEC5- 06ORNER 4"CORNER L I I I I I I M OPT FAM RM WINDOWS 1.00 OFT.SERVICE POOR TO 6ARAOE WIOPT.SIDE LOAD COW. 0 ENGLISH DA5MFNT --_'.___.j'- TRIM SIDING 17 1 Eli---—--- Rel.PeOPUCT 1. RA 9Y. :Hill 1.ili!lll!III! OPT BRICK -—------------- -5 --—------------- REF.N/11.02 ---------------- ---------------- F APPR X FIN151160 O_0 --------------- IF FF__FF_r- FF F MAN I e L15H _t BASEMENT CONT. OPTb OECK 4---4--—------4! REF.H111.01 F F7 X.FINISW-p FF ORAPE 0 EWLISH SAMENT ------- i�-.1--1---i F:F, -0 F F 17 J-4 ZI- - - - - - - - - - - - - - - - - - - - - IF I REF.FLR.PLANS FOR 512E& :7 OPT.FIXTURE LOCATION OF OFT.WINDOWS D1203ELS 51203 OPT SERV16E POOR TO GARAGE ------ ........... SHED NUMSM W/o ——————— 07T.FRONT LOAD COW. --------———— OPT,SERVICE DOOR LOCATION !ENGLISH BASEMENT 60WITION 6.00 LEFT 51PE ELEVATION W/ ENGL15H DAWNT REAR ELEVATFQN—————————————————————————————————————————————————————————————————————— Z13 SCALE:114-1"0" SCALE;1/4' COPYRIGHT 1999 Pulte Home Corporation OF RIDGE VENT RIDGE VENT ^5 N a En H 12 12 12 12 Q, �a COLLAR ilE COLLAR 11E _ F—y [y M ROOF RAFTERS _ z ROOFFAAMING PLANREF. RAFTERS S FRAMING%.ANS ^-i E F R-38 INSULATION -----------� R-38 INSULATION ----PT.TRAT------- / OFT.TRAY Co / OLLG T.O.PLATE TO.PLATE ^ p 6EILIN6 JOISTS REF FRAMING PLAN 0^ 0° CEILING JOISTS ________________ --____-- --_-- 0'. T REF FRAIAING PLAN 1 T___��___ __r_ ___, I R-13 INS. SITTING RM MASTER DORM I I I I LAUNDRY` R-13 INS. = F51y ROOF RAFTERS FOYER F REF FRAMING PLAN0 - ik 1___..__1, 2ND.FLOOR m I _ 2ND.FLOOR ` I FLOOR SYSTEM REFS FRAMING PLAN16 T.O.RATE o I6 R SYSTEM REFS FRAMING PL T.O.PLATE TO.GAR PLATE R-20 INSULATION 12-2° 14 411" 61.11" 13 R-13 M5. BT.P IO° 12 11 10 I I K ITGHEN I 6ARA6E FAMILY I // F"n m'� -------- lln Y 1 �Am-'nA--1 iI IIII O 15T.FLOOR i;_______x IST.FLOOR I -� '!"11'II" I IST.FLOOR - FLOOR 5YS1EM REF:FRAMING PLAN f"xxI F -I �+ 2-2%4 FRAMING _ 6^SLOPE _ __.. FL OR SYSTEM REF=FRAMING PL e"-7.0.FDN WALL-' ""-'" - TD.FDP1 WALL _____________ �.n - APPRO%.QMADE APPRO%.GRADE APPRO%.GRA PPPRO% ADE L MIG 9T.B ID"EA 3 4 - m� 7 0, 6 0A5EMENT I '"�' 8 T L4* �� 0A5EMENT I I = Qj 9 m I R-13 WS. I U STOR. - I R-131N5. O z T.O.CONC.FTG. T.O.GONG,FTG. ` = r�/JjZ FOR STUD WALL — — — — — — — — — — — — — — — — — FOR STUD WALL WALKOUT CONDITION !WALKOUT CONDITION 0.0o L 6 0 0 W r-A-',,OUI9IN6 5EGT ON A-A n6UILO NG 5EGTION 6-6 1/4" ILVI �d 4 17 g ^ oma IZ o C �IJT1/ Lqwlpinll� ��, warH�� 10 �3g�z b 1 6 4 2 I - 2 5.11�u 7-x FO UM101n1L� _ 4 1 DRPrr1 Br. 7 o J2 0 Lo e- D _ DP1E:V6R9 ^ II REV No. 0 TE 12 OI.OGI 06/12/01 4 JOB NUMBER . �, - - - - - - - - - - - :. 5103 / LECTION e 5TAIR57? E1203SEC SHEET NUMBER / 1 x00 © COPYRIGHT 1999 Pulte Nome Corporation OF LPI JOIST HOLE CHART o -1 II 7 " 2'4" UkJD.R 0."9" 2'41 ¢a a a a a e y z zz °'zzz 2 b F IR5T FLOOR FRAM INC PLAN @ WALK - OUT Qz SCALE I/4"=I'-0' dBA ^ � ----------------------------------------------- I 14 �7 2�_Ou 20'-01 i m �a � 0.�+ • r i i r it r—Ir- IL,2 - p d II II II II II II II II II II m in Z, � E— p Eq1 N_ )ff 0 IF2 IFF EA O u u A II u u u7 N W w0 II II II II II II II II II II - `--� O V NOTE DO NOT SUPPORT WOOD z.e I�o1sr e I o.c. pAR'f,FRAMINp PLAN m'^ W START FRAMING F , O DECK FROM ANY FROM HERE CANTILEVERED FLOOR SYSTEM II II II II II II II 11 II II W/OPT.REAR BAY WINDOW P DINING A-a c�I IYi II II II II II II II II II II _ :. m hl:. _ II II II u u II II a II II � ua"=r-a' iu II II II II II II II II II II /B"050 M 00. 1 1/8'O5B RIM B0. II II II II 11 II II II 8"X 9 1/9"0 CONIC.LINTEL ALL SIDES ALL 510E5j 1 W/2-'4 T01�8 00i.(TIP) 3' JL�L�l_JL_JL dk JL JL_ c- 11 7/""1" 15T @ O.C. AX 11.02 c� w 'w.L, r OB e ON ;F 'TSTE � � _ �--.y ----- !R}. .(R1 � imp .'^d~ ^/•'� 2 24' Ly" - STL ON ONL G ^?F u bZ.M REF. ON PLN EAM OCKE u 6.003E OC EF ON PL N 2LA� 3�1/2"0 11 OA, DJ 51 COL EF- N IJ i� og ratr -I 3/ % B" FLU 120 SEE AN a EFT 4 m — �D PE BEAM w J 122 B STAIR OPENING R F FOI PLAN 24 O 0 3 Y 1 B.0 = 8 2-134"X9 11 LVL 8.00 CANTILEVER FLR - 8.00 OPT. MA50NRY FIREPLACE JMIT eTHISAR15 EA 05 @ ZON srs ` 1R 9`< a� 7 7 OMIT Q ONE ZONE HVAC SCALEI/4"=li_O:i � 222 sL3" 1sT. �Q93 � O `ONE 0 STEM ~a a 5, s ti ,0 ¢nom �� N6 ❑ 2 a o2-2 Or B.00 b( oN Boo MATERIAL LIST C~ B.00 u1y� 2'2%10 10 �' 2Lgn I/B°OSB RIMS ALL 510E5 NOTE R5TD.FRSU MS PLAN 6 OPT. NROOM PLAN FOR J0151 NOTES. 800 EF PST•MIAM PLAN W1 OPT. PART. I5T.FL.FRAMING g5 ^ FL SIDE BAYS 0 LIVING AND DINING ` W/OPT. SUNROOM FIR 5 T FLOOR FRAM ING PLAN - E L E V # I & x SCALE I/4"•I'0° SY¢fo SCALE I/4'-14" I I 7 /811 LPI JO I5 20 OR 26A L 19 .211 O .G. (U .N.0. ) � � ,� 2%A ON EACH SIDE m ATTACHED W/IBd NAILS WOO BEAM.SE �� PLAN FOR 512EE '�� FLOOR FRAMING NOT . 8.00 2-1/2"0 LAG 5CREW5 REF.FLOOR PLANS FOR DIMENSIONS F I R S T FLOOR FRAM I N6 PLAN - E L E V A T ION 4'STEEL BRACKETApiPLANFOR61715. STEEL COLUMN.SEE 0 SECTION eWooDBEAMONSTEEL cauMN SCALE:3/4' a 1'-0" SERVER-I BLOCK5t5TL15TCOL-10 DRANK BY: DALE:I/13A9 BSB RIM JOIST-FASTEN TG EACH 1-1/0'USE RIM JOIST ONLY 1-1/8'DSB RIM JOIST.ONE 1-1/8'USE REINFORCING EACH SIDE-FASTEN TG JOIN DOUBLE[-JOIST BY NAILING THROUGH VEB JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB 2.4 SQUASH BLOCK CUT I/L6'TALLER THAN THE FASTENING SCHEDULE 1 TO 4 Y FLUSH LVL BLAH(SEE REV N0. DAZE FLOOR JOIST USI 41 1-10d NAIL PER FLANGE Ory END WALL-IF TOTAL SQUASH BLOCK @ 4'o/c-IF EACH FLANGE V/IOd NAILS e 6'o/c STAGGERED WITH 2-ROWS Ed AT 6'1/.INTO FILLER BLOCK WITH 2-ROWS 8d AT 6'a INTO FILLER BLOCK DEPTH OF THE 1-JOIST. USE UNDER FIRST FLOOR 2 OR 3 PLY BEAM.16d-3 ROVS @ 12'o/c EACH In 8 FOR FASTENING SCHEDULE) LOAD IS LESS THAN 650 PLF TOTAL LOAD IS MORE THAN INTERIOR HEARING VgLLS SIDE STAGGERED 02-335 OB/ID/02 50 PLF 1-1/e'OSB BLKG.PNLS. 3/4'DR]/D'OSB NOTE USE vEB FILLERS B vEB 4 PLY BEAM ONLY�1/2'BOLTS*FENDERWASHERS NOTE USE VEB STIFFENERS 3/4.OR]/8' BCT WEEN EA.CANT.1-JOIST SUBFLOOR STIFFENERS IF REQUIRED BY 1F REQUIRED BY THE HANGER HOIH SIDES-2 ROWS E 24'o/c OSB SUHFLOOR� 3/4'DR J/8'OSB 3/4'OR)/8'OSB THE HANGER MANUFACTURER 3/4'OR]/8"DSB MANUFACTURER SUBFLOOR SUBFLUOR SUBFLOOR� STAGGERED OB NUNBEA \* \�'c 51203 • 6' 16' 116' G1203LP1 MAX, MAX. MAX, TO 4 PLY 24'MAX, VL BEAM SHEET NUMBER NOTE.USE WEB CANT. USE CONT3N000S //�� STIFFENERS IF RIM FLOOR DEPTH SAME 24'KIN. USE 2.8.4'FILLER BLOCK 2.8 FILLER BLK. ]{ 0 0 NOTED ON LAYOUT F OR JOIST DEPTH FOR 11-7/9'SERIES 26 6 30 WHERE HANGERS NOTES USE DBL.SQUASH BLOCKS NOTE.USE SQUASH BLOCKS IF ERG.WALL ABOVE 8 NOTE J.E FOR JOIST I6'➢EEP OR LESS NQTEi USE FpR JQIST 16•➢EEP OR LESS NQTE�uSE FDR HIST I6'DECP OR LESS AT PLL HRC.WALLS S BEAMS UNREINFORCED CANT, ARE USED ONLY IF NOTED ED ON LAYOUT NOTES USE WEE STIFFENER IF NOTED ON LAYOUT TOP MOUNT I-JOIST HANGER SHDVN 1. RIM J❑IST—BAND Z, RIM JOIST—ENDWALL 3, RIM JOIST—ENDWALL 4, REINFORCED CANT, 5, DOUBLE I—J❑IST 6. DBL. I—JOIST @ BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM 9. FLUSH LVL BEAM C COPYRIGHT 1999 Pulte Home CD oration OF LPI J❑IST HOLE CHART 0 1 START FRAMING F---a �� z z z z z z a WC\2 OPTIONAL BATH'3 SHOWN 801 /8"KERF iU TOP OFE BOTTOM FLANGE _ - - -- - H mm - dz Z. FLOOR JOIST - . 6 a 116"KERF TO TOP OF m a 2 o d m b Z' 6 P O 51MPLE SPAN CONVER51ON 4'- 1(22J10(2i51 Ef. m v uNT aH A F R O M M U L T 15 P A N 1015 6 UE W)TWIN WINDOW - C A 19.2' .L.MA. 8.01 314"=I'-0' o IT c �E uP ft� 2.�2X 10 W� M m o W 5 i 2 J'(2 5 6 E.E. P ONE Z NE HV C _ _ _ _ i5n 11.68 �� W�OPT.BAY WND - N LIM OF EAI ING VALE 7 A AB E- 5 N SPAL J015 iv ,N n iu J .A, fO WAL LO D 230 f. PROVIDE SOLID BLOCKING ,`ib• a* - 0 TWEEN J015T5 UNDER EAR) WAL 2 3/4' 911 LVL AR LL EAR) WAL _ BEARING WALL F SH 109 57 IR P IW, A DBL ONE ONE STEM - 8.01 _ ------- ----- --------- ----- _----------- qfj __-- L Z 5Y51 MND BEA ING W L w r'' o u 5_ 4 OV -DES 8 ACE )STS 1 >x J ------ ------- OR W LL LO D OF O PL "' " Q�•�,� u I.22X1O W/ (2 J+(2)51 E.E. rf J WS TWIN WINDOW JOTS 7/8'I-J01 5 �5 2.2-2X10 W/ o ti (21 J'(2)58 EE. A 192" .L.MA T 192 0.6. X. W/OPT.BAY WNO n 4 u a gLpu gOu 8.00 3Z'gXIa W/ E. 0 OPT,SUNROOM DR HOft (3)13/4"X18"LVL to =go g�waa 111 801 - �w"`ffoma` Sz p g E- C`J W SEGONO FLOOR FRAMING PLAN - ELEVATION I MATERIAL LIST 5CALE:I/4"=1'-0' W 1 I 7 / 811 LPI 20 OR 26A JOISTS C 19 .211 0 . (U.N.0 F � II IA'1-JO TS 11 11 A /8 -IBIS 5 11 1 111 AT 1 "OC T 19.2 O.C. X. m€ Nm 19 REF.ELEVATION g' r'noz B= o0 His REF ROOF FRM&FOR%VW HDR 51ZE5 g � SEG0NO FLOOR FRAMINC PLAN - EL ATI # 2 s SCALE 1/4"=I'.0" m Yf 11m�< 11 7/8"I-JOIST5 AT 192'O.L.MAX. tO�� a 11 7 "I-JO T5 INTERMEDIATE JACKS 2-2X4 51'2 ^ o ATI "O.0 AX. GLUED&NAILED W/16d NAR-5 P 0'0,6 3 F 5TA66ERED W/I"EDGE 0157ANLE ¢ owi�l REP.ELEVATION'I FOR PORCH ROOF REF.ROOF FRAMING 5H.10. REF ROOF FRMG FOR'MOW HDR 51ZF5 SECOND FLOOR FRAMING PLAN - E EVAT ION '* 3 SCALE=I/4" I'-0" DRAWN BY: DALE:VU/99 1-1/8'OSB MN JOIST-FASEN TO EACH I-1/8'OSB RIM JOIST ONLY 1-1/8'USE RIM JOIST+ONE -1/8.OSB REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE.1-JOIST BY NAILING THROUGH WEB JOIN DOUBLE I-101ST BY NAILING THROUGH WEB 2x4 SQUASH BLOCK CUT 1/16•TALLER THAN THE FASTENING SCHEDULE I TO 4 PLY FLASH LVL BEAM(SEE FLO47/8' -10d NAIL PER FLANGE ON END WALL-1F TOTAL SQUASH BLOCK a 4� 1-IF ]EACH FLANGE W/IOd NAILS 8 6'o/c STAGGERED WITH 2-ROWS Ed AT 6'o>,INTO FILLER BLOCK WITH 2-ROWS 8d AT 6'o/c INTO FILLER BLOCK DEPTH OF THE I-JOIST. USE UNDER FIRST FLUOR 2 OR 3 PLY BEAM,16d'-3 ROWS a 12'o/c EACH DETAIL 8 FOR FASTENING SCHEDLLE1 REV No. DATE LOAD IS LESS THAN 650 PLF TOTAL LOAD IS MORE THAN INTERIOR BEARING WALLS SIDE STAGGERED 02-3 09/10/03 50 PLF 1-1/8'OSS BLKG.PHLS. 3/4'pR 7/8'058 NOTE.USE WEB FILLERS B WEB- 4 PLY BEAM ONLY:1/2'BOLTS+FENDERWASHERS NOTE:USE WEB STIFFENERS 3/4' BETWEEN EA.CANT,i-JOIST SUBFLOOR STIFFENERS IF REQUIRED BY BOTH SIDES-2 ROWS B 24'a/c IF REQUIRED BY THE HANGER OSB S 3/4'OR>/B•OSB 3/a'OR> •OSB TME HgNGER MANUFACTURER 3/a•pR>/e'OSB MANUFACTURERSUBFLOORSUBFLOORI SUBFLOOR STAGGEREDOB NUMBER51203 6' G' 116' GI203LP2 MAX. MPX. MAX. TO 4 PLY 2a•MA%. VL BEAMSHEET NUMBENOTEi CANT.STIFFRIM JOIST DEPTH SAME USE CONTINUOUS 1-� IF NOTED ON LAYOUT AS FLOOR JOIST DEPTH 24'MIN, USE 2xBx 4�FILLER BLOCK 2x8 FILLER FLK. 8 4 O 1 FOR JOIST 16' NOTE,USE FOR HIST t6'DEEP OR LESS IATTRALL>BRG.SERIES WALLS 26 L 39 WHERE 6 U—S UNREINFORCED CANT. PRE USED HANGERS ONLY I USE NO ED ONSQUASH LAYO LAYOUT BLOCKS NOTE,USE WEB STIE,USE SQUASH FFENER IF NOTED ON LAYOUT TOP MOUNT I-JOIST HANGER SHOWN l/ 1 IKS IF BRG.WALL ABOVE N➢TERUIE FOR J❑IST—RAND 2. NOTE, RIMUSE JOIST-ENDLESS WALL 3. RIM JOIST-ENDWALL 4. REINFORCED CANT. 5. DOUBLE I-JOIST 6. DBL. I-J❑IST @ BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM) 9, FLUSH LVL BEAM C COPYRIGHT 1999 Pulte Home C ➢rasion TTS O INTFRffEPIATE-JAZK5 7A4�1�7A GLUED&NAILED W/16d NAIL e 0' C STAGGERS[) I,500E 015T NCE ED 1 11 RI R I O.L. T' T LA LINE)F 0 T.CO FERF 2 OIL F OFAI ING, LL -- ------- ------ ------- -------- :r- USE P� _R T, ;L- 7A RM HIM a Mei CV Qi ------------ -------- ------- ---- --- ------------ Ca ZRID -r 2XI RICO ECT( IT j .2XI, M I 77 71 BEA IN61�Lt- 1�13 B N, (�5 ) 015L ZONI L X16 Pb- 5 ZONEYE'!M O� Rw T 7 1110, z u u u a 9 it. T- lido 7 1p1 J I H u u a- Tr- 43, NOTE:ASSUMED PE51ON LIVE LOAD?ATTIC 20 P5F. E.E.J 2)562X 4 LAODER 24"0'.— 2.2X10 it I[ it it it H 11 1 1 BEARING WALL5:20 5PF 5-GRADE e 16"O.C.U.N.O. ATTIC 6EILINQ J015T FRAMINO PLAN 2 X 4 LADDER 824"O.L. o2X6 OVER BUILT FRAMING SEE FLFV.5 E L E V A T 10 N ' I SEE FRM6 PLAN FOR SPACING ROOF FRAMING PLAN c SCALE:114'•1'-0" PROVIVE EXTRA GARAGE TRU55E5 AS REO.P ENGLISH BASEMENT CONO, 12 5EE rRkJ6 PL T FRAMING AN FOR 5PAC WC 100 SEE ELEV 5 FEF'FRM5 R11T115 PLAN FOR SIZE&SPACING ROOF RAFTER5 SEE ELEV.51 � 111 lIffil-AN FOR 5111 d SPACING ROOF R-1-1 REP 1RtIG-AN FOR SIZE I SPACING d E- CEILING JOISTS SEE fRffi,6 PLAN FOR SIZE&SPACING, CEILING JOISTS EEE rRhIC,PLAN FOR 512E&SPACIN6 CEILING 1C1511 SEE FRMC PLAN FOR SIZE&5PAC I. 013L.TOP PLATE 11 TOP PLATE -4: EXTERIOR BEARING,WALL 11L.TIP FLATS PAIN BEARING LINE 0 STOW EXTERIOR BEARING WALL Fz 014 , :i d r--\TYPICAL GEARING r,3,,\ 13EARIN6 PROJECTION TYP I(AL BE AR I N6 AW N A R IER \�_Oqjve \9,0,0/3/4" '011 4�0. Zi 14 11't)v 1111 11 L-u EF,ELEV.'I FOR GARAGE 11101 IRAII"` F E 7 2 X 4 LAOPER 0 24"0.6 1 8 IX4LADDER 1ZS",01- I RM 11 111 11IL514'0,1, ROOF FRAM INC PART PLAN ELEVA ION '2 5TAC-CEWP AT EACH FACE SCALE:1/4" "0" CEILING J 15T 56E PLAN F . . . . OR 51ZE AND SPACING 3 ARINS WALL SEE PLAN OR LOCATION41.ZNl 1.FRAMING PLAN ELEVATION 7 "EILIN6 JOIST SPL ICE—2EILL2 6RBD Rt T L YT 0, RAFTER 5 2 A GLE(TIP) Nil J-JII 11 P 11 1 �A: 5IMP50N L90 CLIP GARAGE ROOF FRAMING2 A L "'BFJ8 )OF RA JOB 1IU..R ON REF.ROOF FRAMING PLAIN _ 2-2X9 ONE PER RAFTER 7 2-2X8 (51203 CEILING 0015T P,T 2-2XI0 MAO 2-ZX5 2-2X8 H1203RF1 .11 171 SHEET NUMBER L6x4X318 L005E 5TL.ANaE 6 BRICK L6.45/8 LOOSE 5TIL,ANGLE 0 BRICK ,0 RAFTER 60NNE6TION PETAL 2 X 4 LADDER 6 24"O.C. ROOF FRAMING PART PLAN ELEVATION '3 \9.Ov--3< =1-0 OPT. FRONT LOAD GARAGE SCALE:114"a 1'-0" 9.00 (0 COPYRIGHT 1999 Pulte Home Corporation OF n P LESS THAN FIN-FIN DIM I"LESS THAN FwIN DVA I°LE55 THAN Fill OMI GENERAL NOTES o L COMBUSTIBLE MlSHALL - W NOT BE WITHIN 6 OF A FIREPLACE OPENING. CONBUSTIBLES WITHIN 12'OF THE FIREPLACE OPENING ,Q REF.LHART OF FP.FACING FOR FINISH DIMENSION a a LAP .E-r 2%4 FLAT 2 X 4 FLAT PAD OUT 1 x 3 OVER 2 x B , T1, '-" VARIES I'-' 3 I/2° 0 2%4 P Ui o SHALL NOT PROJECT MORE THAN FOR EACH I" 2%4 PAD OUT FRAMING 3 I/2 11A w - DISTANCE FROM SUCH CEENNG. - REF.NOTES 2.DIRECT VENT FIgEPLALE TO BE BSTALLED PER y BELOW ®®® — MANUFACTURE'S INSTRUCTIONS Q E ND GYP. .I°BEL FLASHING AS REOD d ri E%TEND G7P.BD.1'BLLOW a EXTEND GYP.BD.I'BELOW = Fee QM OF OUT FR y�< BOTTOM OF PAD WT FRM6_ - r. < e J BOTTOM PAD OUT FR m MG. �,.,$f "o _L _____-- _ - - ------- ON I XPAR2%8 ROOF FRAMING d� REF CHART OF FP.FACING FOR FINISH DIMENSION B '� `� u: LL ON I X PAD = C4 e z 1-0 VARE I- 7112 FRAMING ELEV ION £ FRAM INC ELEVATION a _ O F FRAMING ELEVATION = 4"CORNER TRIM REF.NOTE5 - 3 I/2 PAD OUT ABOVE MANTEL 1 1/2"PAD OUT ABOVE MANTEL 2 x a Wa t FRaMNG CO BELOW m 2 Y,3 PADJUL— SIGNS TO MATCH HOUSE N ' - FIRE5TOPPIw 1-01 - 3 1/2"PAD OUT ABOVE MANTEL _ PREFA6 FIREPLACE W)BRICK SURRWND&HEARTH - PREFAB FIREPLACE W/CERAMIC OR MARBLE SURROUNO 8 HEARTH 45° 45o SHIT REF�11 . 70P PLATE 4 112" 4 I/2° PRODUCT SPECS MAATa E F 6 Nz° b;i2• V IREPLACE PAD-OUT DETAILS REf FIREPLACE TRIM OTLS E YD -LICE—�F I o° NOTES _ LL ALL TRIM i0 Be SAME AS HOUSE TRIM COLOR PRI MODEL ELEVATION'C'2 STatY - ...� METAL RF3LAGE ELFYATNNI'A' BASEMENT `" TH PER fP OEIAILS = / 51-0"M 36'FIREPLACE I-JO15T REF.CHART OF FP FACING FOR IN DIMENSION // 6'-0'E 42'FIREPLACE FIRST FLOOR Q 1'�! LINE OF WALL L� INSULATION C-' TRIM TO MATCH TRIM PACKAGE /FIE 10 ® / TILE 5i�n VNYLSOFFIT 2 0'I��tt NECK MOULD(LwP4621ELEVATION SECTION 2-I.8MANTf m / L_______J �4 I( ANE i MOLDING ON EDGES 3 I/4 L1 I/2" R.O.PER MANI WOOD BURNING PREFAB FIREPLACE DETAIL5 '� ✓`^�' ILWP51) 1!4" REF.PLAN FOR OPENING SIZE 5/4x6 TRIM BOARD TC 1/2 5GLE %X I'D, r-T MATCH OPEN:N6 WIDTH - 2 X 3 PADOUV Of AMEL MACK,MARBLE OR TILE Y NE DF G7P.BO_------ OUT ABOVE MANTEL—�LINE OF MANTEL_ __ _ ____ _ '_ MARBLE SURROUND ___ ___ _ __ _'___ ___ _ J ^ Bl OR 12" EXP OSURE ON SIDES 8 PRE-BUILT MANTEL VARIES - _ BRICK SURROUND TOP OF FP,"'OPENING m TILE HE BY FP.MANUFACTURER = _ �? EXPOSED FLAT BLACK METAL FACE OF F.P. NOTE, ELEVATION'B° B'-13'WALL MARBLE HEARTH MARBLE HEARTH w MATERIAL U5EAGE ON ALL 5'-0"a 36"F.P. I°CORBELS ELEVATIONS 15 TIE 5A1tE. g6110 qy°F.P. 2e 211 a 5T0 510E WALL GOND. CORNER GOND. GENERAL NOTES aMTOFFP.FACIN6 NOTE L CML615LE MATERIALS SHALL TYPEOFFACNG 36 42E OF;Fill ACE �� IREPLMF_ W/ MAR13LE NL RUNNING BONDL BRICK ER TO BE a �v NOT BE WITHN 6°OF A FIREPLACE OPENING. RLE X• -0 X X•I-0 g<'3 COMBU5TIBLES WITHIN 12 OF TIE FIREPLACE OPEN0J6 MARBLE/LFA.TI 5'-I" 6'-N � SHALL NOT FROJEC7 MORE THAN I/b"FOR EACH 1" _ >. BRICK6`0DSTANCE FROM SUCH OPENING. a � 2.DIRECT VENT FIREPLACE TO Be INSTALLED PER �yU MANUFACTURE'S INSTRUCTIONS. G COMP0511ION 5HINOLE5 F -03 Fpnotel 2/9/99 OVER 7/16°ROOF 5HTG. m� OVER ZX6 RAFTERS I'-6° I $ -N TYR fwms2E 6"FASCIA ON I X PAD FLU ize PE ODE m o 33 S v �Q� .L m'g^3 LINE OF CHIMNEY o mFa3< [.FIREPLACE ELEVATIONS E TOP VENTED FIREBOX INTAKE a _aoa"'vT m VP I AIR � - 1 3 ROWS OFI REBAR E0 5.SPADE FRONT TO BACK 510E TO 510E FIREPLACE VENT GAP \� W/REAR VENTED FIREBOX o ORANN Br VINYL SIDING OVER a oa E:rnLI-93 5HEATHINO RLV Nn LATE ON 2 X 4 5TU05 W/ �— O (� BATT INSULATION GRADE LINE OB NUNBB 3"TRIM NE DTL 5 SECTION DETAIL DEPTH OF FOOTING PER FOUNDATION $ NESTD12M TO BE MIN.OF 12"DEEP - AND 6"EXTENDED FROM FACE OF BRICK. SHEET HUNeLR EPLAGE W/ MARBLE.FACING WILE 510EQ XI%•I 4. SECTION E DIRECT VENT FIREPLACE DTL OF MASONRY FIREPLACE _ 12.00 SCALE •I-I = e z=1-6 SCALE 3/4":I'-0° © COPYRIGHT 1995 Pulte Home Co OF / f Date............. f! ms`s t NORTH 1 3? •�t.r�ao'1�!��pL TOWN OF NORTH ANDOVER PERMIT FOR WIRING SSACMUS� This certifies that ....... .....�.../....�......................&anl.........................:...................... has permission to wiring in the ................. at .. Andover,Mass. Fee-J .(.0 Lic.No f..��! /. .......................................................... .J ELECTRICAL INSPECTOR Check # 5396 rtryp1 .The Commonwealth of Massac usetts °"`°' ° Id Yr.ral[ Vo. _ 1Dtpartment of Public Safety ` occupancy S fee �n�. BOARD OF FIRE PREVENTION REGULATIO S27 C►r1R 12W 3/90 APPLICATION FOR PERMIT TO. PERFORM ELEL~TL..R1C WORK All work to be performed in accordancewith ' e Maacachusetu Electrical Code., 577 ChfR 11.00 (YI.EACE PRINT IN INK OR TYPE dYI. X 0 TIUN) Date__ City or Town of ,Q� � To the Inspector of Wires; 'w The undersigned applies for a pewit to perfo the electrical work described below. Location (Street & Number)_S_' i Owner or Tenant Owner's Address k(e r1 e : this permit in conjunction with a building parmitz Yes No ❑ (Chuck Appropriate Box) Purpose of Building �' !-�. � Utility Authori:ta;tion NG. Existing Service Amps / —Volts Ove::ead ❑ Undgrci ❑ No. of liet.er:s 11ev Service 2_6() Amps ,/ Volt's Overhead, ❑ Undgrd No. of. 2'4tersw! Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work Pio, of Lighting Outlets � No, of Hot Tubs :N,: of 7:rans£oraers�~ No. of Lighting Fixtures Above n- ----- Above Po_ol nd. ❑ grad. Generators i:V:1 No. of Receptacle Outlets No'. of-011 Burners -� No. of Emergency Lighting --'- --- Battery Units _ No, of Switch Outlets No, of Gas Burners FIRE A) ?R`lS- No, of Zonea�y y_ No. of RangesNo, of Air Cond, __ Total No. of Detection and _ ,r.ons Initiating Devices No. of'•Disposals No. of Flea[ TotalTotal Pwn s Tam KW No. of Sounding Devir.es No. of Dishwashers Space/Area Heating KW No, of Self Contained Detection/Sounding Devices No. of Dryers Heating Device., KW Local Municipal [•-� Connection��ether No. of Water Heaters KW No, of -T't�o' Low Voltage - - Signs Ballasts Wil'in.gi..__ No. Hydro Massage Tubs No, of Notors Total IIP - L O=R: INSURANCE COVERAGE: • Pursuant to the requirements of Massachusetts General Laws I have. a current Liabilit Tnsurance Policy including Completed Operations Coverage or its Substantial equivalent. YES 0 NO 1 have submitted valid proof of same to this office. YES[4 NO 0 If you have checked YES, please indicate the type of coverage by checking Che appropriate box. INSURANCE M BOND n OTHER ❑ (Please Specify) _ Estimated Value of Electrical Work S � ~� —^ R � piracion bate vj Work to Start Inspection Date Required; Rough Final Signed under the penalties of perjury: FIRM NAME �JG�1`t1P<; r- �111r1 �i[1 AeC"V( 1,11;. NO. Licensee TJ ai(YwC h lt/Sr,��;n 1t1 Signature LIC. NO. Address � ..) T Pus. 'lel. ' ?_(� �-, r.,.�sv2l�_ �/ Alt. 2'e 1. No. OWNER'S INSURANCE WAIVER: I am aware chat the Licensee does�no have the iraurance covecagc ur�Its-suG- stantial equivalent as required by Massachusetts General Laws, nd that my s,ignature on this permit application waives this requirement. Owner Agent (Pilaw a check one) T�?�„hnnP t7o. PERMIT FEE S —r 4c) 414c( Location tom'} No. Date NORTIy TOWN OF NORTH ANDOVER a • ; . Certificate of Occupancy $ ��s'^•a° Eta Building/Frame Permit Fee $ �cMus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3 Check # b b r 753 ) Building Inspector "-:-;- 2004 02 :35 PN MARCHIONDA&ASSOCIATES 781 438 9654 P. 02 qc 507-41'43 W 112,20' 20' DRAINAGE EASEMENT v'. 4&2' 49.1, ..... ,`��,�s'�'r.. 4)F2 EXISTING FOUNDAWN LUT 40 55, 5�10N EL . 155,75' t -T-5554-5-1 0,36 Ac. 12.00' 10.00 "'s) ("Sill t,� 1...191 to A=95' 9'34' T:�)j GARNET CIRCLE N M.. t: iuC 39, c. ci WE HEREBY CERTIFY THAT WE HAVE THE PREMISES AND THAT THE BUILDING IS FE �HIS PLAN is i�-TENDED FOR ZONING AS SHOWN. THE STRUCTURE SHOWN CONFORMS 5LIt$AUKS OF PURPOSES ONLY. IT WAS PREPARED To THE ZONING LAWS RELATIVE TO REQUIRED FROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACq-ORDING TO THE F.E,M.A./H.U.0, FLOOD INSURANCE RATr MAP, wilH TIME STRUCTURES SHOWN LOCATED I COMMUNITY PANEL NO- 250098 0015 C BY AN INSTRUMENT SURVEY- THIS PLAN DATED 6/2/1993 , THE STRUCTURE IS NOT LOCATED --HOULD NOT BE USED FOR PROPERTY IN AN ESTABLISHED loo YR.FLOOD HAZARD ZONE. -INIE DETERMINATION. ................ CERTIFIED FOUNDATION PLAN LOT 40 FOREST VIEW ESTATES MARCHiONDA & ASSOC,L.P. ENGINEERING AND PLANNING CONSULTANTS A NORTH ANDOVER, MA III PREPARED FOR 62 MONTVALE AVE, SUITE I N' PULTE HOMES OF NEW ENGLAND,LLC STONEHAM. MA. 02180 (781) 438-6121 115FLANDERS ROAD SCALE:1 30' DATE: 7/128/04 HUSETTS 01581 �Aij-.��TBORO, MASSAC Date...../ . .L........ - N �. 3�°•t;�``° "�,� TOWN OF NORTH ANDOVER PERMIT FOR WIRING ,SSACMUS� 7 ( l �'C/ f /�✓ This certifies that has permission to perform ... C�. {./a ......., ,......,y wiring in the building of...&11 C...... �........ at.-Y .. .0.—J.: -.� � !.. � ....... ,North Andover,Mass. Fee.`�:��." Lic.No. fKI ......... .......................... ELECTRICAL INSPECTOR ! + Check # v✓ 7 0 5399 Commonwealth of Massach setts Official Use Only Permit No. Department of Fire Serv' es Occupancy and Fee Checked --� BOARD OF FIRE PREVENTION RE ULATIONS [Rev. 11/99] leave blank APPLICATION FOR PER��T O PERFORM ELECTRICAL WORK All work to be performed in accordance wi h t Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMA ON) Date: 8/9/2004 City or Town of: North Andover To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 49 Garnet Circle Job#21026 Owner or Tenant Pulte Home Corp Telephone No. 508-787-0002 Owner's Address 205 Hallene Road, Suite 211,Warwick, RI 02886 Is this permit in conjunction with a building permit? Yes ❑ No © (Check Appropriate Box) Purpose of Building residential Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Und rd g ❑ No,of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: see below Completion of the ollowin table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming Pool Above ❑ In- oof Emergency Ig mg rnd. rnd. ❑ Bat.te Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners o.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: I iDetection/AlertingDevices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances Kms, Security Systems: No-of Devices or Equivalent❑ No.of Water Kms, No.o o.o Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Security System Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE ® BOND ❑ OTHER ❑ (Specify:) Estimated Value of Electrical Work: (When required by municipal policy.) (Expiration Date) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify,under the pains andpenalties of perjury,that the information on this application is true and complete. FIRM NAME: Ultraguard Protecti S stems LIC.NO.: 1599C Licensee: John H. Beckwith Signature LIC.NO.: (If applicable,enter"exempt"in the license number line) Bus.Tel.No.; 781-937-0555 Address: 18 N Maple Street,Woburn. A 01801 Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ .` �n g I to t L CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 040 Date: October 26 /04 THIS CERTIFIES THAT TIE BUILDING LOCATED ON 49 Garnet Circle MAY BE OCCUPIED AS SFD 2 stall attached earnee IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Pulte Homes LLC 115 Flanders Road -Westborough MA Building Inspector Ss N(jRTly o of Andover 0 No. CON LA o . dover, Mass., -7/IP �T OO COCHICMEWICK V �oRATE D J'PC �7 4 BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT..................................� 0...........................................................s Q � /.. C ......... .......... � Foundation has permission to erect ............I............ ........... buildings on 0.....yb... ...yq.. ./.4�.� �..41- .... ...Aw Rough to be occupied as ........................I.................. � ................. . '.... ....... y provided that the person accepting this permit shall in every respect conform to the terms oft application on file in Final this office, and to the provisions of the Codes and B - ws relating to the In action, Alteration and Construction of Buildings in the Town of North Andover. ,O ` G /'a 0 3 0'- PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHSI ` . ELECTRICAL IN UNLESS CONSTRU N STARTS ..... Service �J . . . .. .. . . . .... .. ..... ........ ..... . BUILDING INSPECTOR Final 6P,6 Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Bumero? . ;a ��aq GOC. Street No.v i"U`� a S►)rt,KIU S SEE REVERSE SIDE Smoke Det.d(G. Town of North Andover Building Department 27 Charles Street o = - North Andover,Massachusetts 01845 (978)689-9545 . Fax(978) 688-9542 , y wuac"w�ws.. 4` �i��S�FCHt15E�� APPLICATION FOR CERTIFICATE OF OCCUPANCY I INSPECTION ADDRESS 9 6zarNG4- c f c le,. LOT NUMBER SUBDIVISION_&rC S'+ V DATE REQUEST FILED 16 /AIL 16 ct DATE READY FOR INSPECTION f O eZ TEN(10)DAYS NOTICE PRION TO CLOSING DATE IS rREOIIREII ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WITHIN THIS TIME . FRAME.A RE.-INSPECTION FEE OF TWENTY-FIVE ($25.)DOMAM Wff BE CHARGED IF THE.STRUCTURE DOES-NOT MEET ALL APPLICABLE CODES. SIGNATURE OFFICIAL USE ONLY ROUTING D.P.W.-WATER METER T/T DATE bac-)k D.P.W.MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED. P72THE INSPECTION REQUEST DATE. SIGNATURE/DPW AUTHORIZATION Ax I TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING ,SSAC MUSE , .Z This certifies that---N. sem . . . . . . . ... . has permission to perform .-. plumbing int a buildings of,. . . .. . . . . . . . . . at. ` .� ct<�L?7%. . � .. . . . . . . . . . .. North Andover, Mass. Y H i Feb 1l . . . .Lic. No.14i1,1,d:7. . . .- s - PLUS. B G INSPECTOR Check # 6 '153 it a MASSACHUSETTS UNIFOR APPLICATION FOR PERMIT TO DO PLUMBP (Type or print) NORTH ANDOVER,MASSACHUSETTS p Date Building Location 0 nets Name �%+��rC-C.� PermitIla v� Amount � P� ��.,x-'Y� !✓��.'�itili Type o ccuNancy New Renovation Replacement 0 Plans Submitted Yes No 0 FIXTURES rz cc 04 03 SLREM C R4SEVENr lS�FIOCR Z'D"M 4IH HOCR � �II3FIDCR 61H PI1)CR 7M)HIDM 8IH HD(It (Print or type) a ` Check one: Certificate Installing Company me 1C�llt �X/UV' /1►.� C Corp. f f' Address/ 13 Partner. usmess Telephone / 0 Finn/Co. Name of Licensed Plumber: Insurance Coverage: Indicate the type of ins&dnce coverage by checking the appropriate box: Liability insurance policy Other type of indemnity 1:1 Bond -�` Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance Signature Owner ❑ Agent I hereby certify that all of the details and information I have submitted(or entered)in ab application are true and accurate to the best of my knowledge and that all plumbing work and installations performed r Pe ed for this application will be in compliance with all pertinent provisions of the Massachusetts State Plu n and pter 142 of the General Laws. By: igna Mureoi ElcenseariuruDer / �� lurbiLicense Title City/Town License lNumoer Master Journeyman ❑ APPROVED(OFFICE USE ONLY. ■v■