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Miscellaneous - 50 GARNET CIRCLE 4/30/2018
// 50 GARNET CIRCLE 210/109_ 00.0 '� L + Location �rl �9 -06A A U-Z C'e7 r No. Date 0 MORTq TOWN OF NORTH ANDOVER w Certificate of Occupancy $ Building/Frame Permit Fee $ +cHus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ � Check # x 7bu9 L Building Inspector 07 :32 AM MARCHIONDA&ASSOCIATES 781 438 9654 1 Ir6t14LPo,.s�y , I f 0 l N Z I 15.5 gOUNpAt10N I 1 I I I ,I f I 1hh� I 3 * 6 NO3'00'01"W 5$,37' E3S �4 4 _ f• WE HEREBY CERTIFY THAT WE HAVE EXAMINED PHIS PLAN I$ INTENDED FOR ZONING THE PREMISES AND THAT .THE BUILDING IS LOCATED PURPOSES ISLAN ONLY. N WAS FOR AS SHOWN. THE STRUCTURE SHOWN CONFORMS TO THE ZONING LAWS RELATIVE TO REQUIRED SETBACKS OF I'ROM EXISTING PLANS AND RECORDS THE MUNICIPALITY WHEN CONSTRUCTED. ALSO, ACCORDING WITH THE STRUCTURES SHOWN LOCATED TO THE F.E.M,A./H.U.D, FLOOD INSURANCE RATE MAP, BY AN INSTRUMENT SURVEY, THIS PLAN COMMUNITY PANEL N0, 250098 0015 C SHOULD NOT BE USED FOR PROPERTY DATED 6/2/1993 THE STRUCTURE IS NOT LOCATED LINE DETERMINATION, IN AN .ESTABLISHED 100 YR.FLOOD HAZARD ZONE. CERTIFIED FOUNDATION PLAN a 39 FOREST VIEW ESTATES MARCHIONDA & ASSOC.,L.P. �. NORTH ANDOVER, MA ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR � I 62 MONTVALE AVE. SUITE I avtLTE HOMES OF NEW ENGLAND,LLC STONEHAM, MA, 02180 115 FLANDERS ROAD (781) 438-6121 ivi:c r['ORO, MASSACHUSETTS 01581 SCALE:1"=4p' DATE: 8/30/04 Location tJ20 50 G a rrc No. Otto Date �4-ad o� NORTH«,° ,.,� TOWN OF NORTH ANDOVER . . a � s i Certificate of Occupancy $ SS �' b'••' <� Building/Frame Permit Fee $ �Ss+cMusE Foundation Permit Fee $ Other Permit Fee $ _ TOTAL $ Check # b�v S r `� Building Inspector To" OF NORTH A"OVER b IBUUDING.DARTNUNT 3Y LI+ c ION-ro. lU%i' btiiNOYAT' OR 13hM0LTSFi A ONE 08 T3VO FAMILY RajG PBkM1T NLA a DATE ISSM: Q_a ' '�uildiu Co of BuildingsDate 1.1 Yrq ecc addtvw L2 Adep�►d Puae!Number.' r-G Q .� MV Numbw Pa ud Nambar i.3. IV 1.4 Propztiyliimmg;a= Ir �ami IV �.� " Fromta L16,43URNGUTUCKS M Fr=Yard Side:Yard aired PWVj& 144iiimd Provided aired Provided u: 13iv+w 0431Wn t sow= D M S��I+I2i•P14�P1iiET3t QWNSBSH�.'1AUTHt�i+tIZI�D AGBI+IT - � -2.1©+i,Mrof -C,f-Grd Nec,�ewkowIle I& Rwk-crsc' i N�f1�rnt)-. ad���•sarviae: . � T�Fhoue - 22t3wt Wof&mut-i: �I N�Yazu—�---- Address for Service: � _ - t..._r.� _--•--_---- , Talo a . 4. .3.COmmucrIQN mvbms ; 31 Ian Conwucdou Supurisw. Not Applicable 13-. ' s LicaasCd Constnkaou Supuviaor �'� 6 2:2 r Licease Nuel W � Shur TokphoAe �". �4- 3.2 d lio=ImprGWUWW CoottOctor - -- Noma ReosttatioQ Number Couyxu�• u :�dilraai%�~ _ iE7cpimtion Date i ' SECTION 4-WORKERS COMPENSATION(UG-L!C 152 § 25c(6) a Workers Compensation Insurance affidavit;must be completed:and submitted with this:applicatioa. Failure to provide this affidavit will resuh. in the denial of the issuance-ofthe building it: Signed affidavit Attached,Yes ...... No... SECTIONS Desch tion ofP.ro osed Work(chectiaas t�cabte 1 New Construction Roo- E)d Building dmg 4 Relrau(s) ❑ Alterations(s) Addition, .0. Accessory Bldg. 0 Demolition 0 Other 0 -Specify i Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS ItemEstimated Cost(Dollar)to be Com leted by gnLto .plicamt 1 . . Building (a) Building Pernut hee d off. 3 Multi lier 2 Electrical I cal< j� (b) EstimatedToWCost�of : p. 3 Plumbs np . Building Permit fee(o}x @) 4 M cal AC co 10 g:. Fire Protection41i57 17 5 6..._ Total 1+2+3+4+5.. . . Check.Numbef` SECTION 7s OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPY Tv-,. BUILDING PERMIT as Owner/Authorized Agent of subject property Hereby authorize - to act on My behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 4-� �+ t I' -J�r•�-r k \�J �� as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application.are and belief true and accurate,to the.best of my knowledge l Print Name Signature of Owner/ALent O Date. N O. STORIES 3IZ.E 0 NIENT OR SLAB OF FLOOR Tllt�ERB 1 -TIT-. . - 2 j 3 Xq SPAN 77; DIMENSIONS OF SILLS DBd ENSIONS OF POSTS L. DDAENSIONS OF GIRDERS ., !! ar HEIGHT OF FOUNDATION= - THICKNESS SIZE OF FOOTING � d X MATERIAL OF CHUVI IEY IS BUILDING ON SOLID OR FILLED LAND ,S IS BUILDING CONNECTER TO NATURAL GAS LINE , fVA .. . ....... LV FORLf - U - LOT RELEASE FORM i 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 ad&r a a ads am g a ad aa■..a add.dead,.*a add is a a am a r a a a a am a am a am 0 aa■r.■seams a APPLICANT 1`t� �. rt�F' i r7 'r�/r;.,i�`�� I IL.LC• PHONE JfdC��fC� :4` ' ASSESSORS :NIAP NUMBER LAT NUMBER. �n SUBDIVISION V I eLi LOT NTJMBER STREET C c rC e. STREET'NUMBER r a a r r a r.d a r.r a.r am a a a a a a a a a r■■a a a a a a r r a a■r■r■a a a■■a a■■r■a a a a.r R.r r■;.a r . OFFICIAL USE ONLY r t a r■■■r■r a a■■r a.r a a.a r a.a .......a a■.■■■GNU.....■mean■r.... .■a....■.r a a r a■■ ' REC0*19VIENDATIONS OF TOWN AGENTS +aaa■ rr■warraaarrraar■rrarara.■■■rrrrrarrrarraaaararraaaraaa■arraararraraa DATE APPROVED b CONSERVATION A.DNL IISTRATO DATE REJECTED DATE APPROVED (J TOWN t� iz DATE RC-IECCEO COMMENTS DATE APPROVED FOOD INSPECTOR-FEAL.TH DATE REJECTED DATE APPROVED SEPTIC QfSPECTOR-EiI;�LTH - DATE REJECTED C O DA N-TS i PUBLIC WORKS-SEWER I WA ONNECTIONS -2-04': D A PE iTI DATE APP VED FTRE DEPAR �f1:NT DATE REJECTED CONf1y[ENTS RECEIVED BY BUILDING INSPECTOR DATE i i 7_JL.--28-2004 12 :52 PM MARCHIONDA&ASSOCIATES 781 438 9654 P. 03 I m 1 LL \ \C t Ln / -T 46.0 - f L i 0 \ ' F ^Mf:. CORPORATION RESERVES THE RIGHT TO MAKE FI 1 \l E6Q CHANGES TO THIS PLOT PLAN v ORDER -0 ACHIEVE PROPOER SITE DRAINAGE. MEET SETBACK REQUIREMENTS, AVOID LEDGE OR -CCOMMODATf IME CONSTRUCTION OF THE HOME IN THE MOST OPTIMUM WAY. THESE FIELD AbJUSTMENTS tiE MADE WITHOUT CON5ULTATION WITH THE BUYER IN ORDER TO EXPEDITE THE CONSTRUCTION OF THE HOME. PROPOSED ED SITE PIAN I _OT 39 FOREST VIEW ESTATES MARCHIONDA & ASSOC- L,P, I NORTH ANDOVER Ma � ENGINEERING AND PLANNING CONSULTANTS PREPARED FOR 1 -!11 TF HOMES OF NEW ENGLAND, LLC 92 MONTVALE AVE. SUITE I STONEHAM, MA. 02184 Its FLANDERS ROAD (781) 438-6121 REV.: 7/28/04 WESTRORO, MASSACHUSETTS 01581 SCALE: 1"=20' DATE: 6/17/04 M Forest View Estates Drawing Date:07/12/04 7/13/04 13:50 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: 50 Garnet Circle - Lot 39 North Andover, MA Drawing Date: 07/12/04 Remote Area Number: 3 Contractor: Superior Plumbing, Inc. Telephone:781-461-1541 8 Sanderson Road Dedham, MA 02026 Designer: WCD 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 ft1 Sprinkler or Nozzle Density (:gpm/sq ft) 0.100 1 Make:VIC Model:V3610 Area per ;Sprinkler 195 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: 161.4 psi Required: 75.7 @ Source WATER SUPPLY Water Flow Test 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 ResidualiPres 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 - Metheun, MA SYSTEM VOLUME 20 Gallons Notes: Garage Calculation VjN OF Af4,ALLAN qC� CAM �G ti 9�0� -ESC Forest View Estates Drawing Date:07112104 7/13/04 13:50 HYDRAULIC CALCULATION DETAILS W HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 61 43.0 psi 1 111" x 1;,4," CPVC Reducer 2' 120 1. 610 61 0. 4 1 1;1" Thrd 90 Ell CI 4 ' 120 1. 610 61 0.7 1 Pipe 11-1" 40x25 CSC 5' 120 1 . 610 61 0. 6 1 11-�" Thrd 90 Ell CI 4 ' 120 1. 610 61 0.7 Elevation Change 810" 3. 5 1 11-1" Thrd Globe Valve CSC "F15" 0' 0 1 . 610 61 0.0 1 11-�" Fingd Back Flow Valve Watts "70 0' 0 1 . 610 61 0.0 1 11-�" Thrd Globe Valve CSC "F15" 0' 0 1. 610 61 0.0 1 11-�" Thrd 90 Ell CI 4' 120 1. 610 61 0.7 Fixed Flow Flow Loss 100 gpm 1 Pipe '141' PVx15 CSC 50' 150 1. 602 161 26.1 HydrRef Rl Required at Source 161 75.7 psi Water SoUrce100.0 psi static, 78.0 psi residual @ 1540 gpm 161 gpm 99.7 psi SAFETY PRESSURE 23.9 psi Available. Pressure of 99.7 psi Exceeds Required Pressure of 75.7 psi This is a safety margin of 23.9 psi or 24 of Supply Maximum Water Velocity is 12. 9 fps i �I � Forest View Estates Drawing Date:07112104 7/13/04 13:50 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 j 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. j 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 Forest View Estates Drawing Date:07/12/04 7/13/04 13:50 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 1'44" 0 0 117" 6. 5 fps 30.0 30. 0 30.0 0. 16 gpm/sq ft 1. 400" 1 0 61 0" 0.047 0. 4 0. 0 0.0 K= 5. 60 30.7 150 PV 0 717" 0" 0. 0 30. 0 30.0 REF Al 134" 0 0 416" 6.5 fps 30. 4 1.400" 0 0 0" 0.047 0.2 30.7 150 PV 0 416" 0" 0.0 REF A2 1144" 0 0 110" 6.5 fps 30. 6 1. 400" 1 0 610" 0.047 0.3 30.7 150 PV 0 710" 0" 0.0 REF A3 30.7 1:44" 0 0 1213" 12.9 fps 30.9 30. 9 PATH 2 1. 400" 0 0 0" 0. 168 2 . 1 0. 0 K= 5.53 61. 4 150 PV 0 1213" 0" 0.0 30. 9 REF A4 13444" 1 0 2310" 12 . 9 fps 32 . 9 1.400" 2 0 1510" 0.168 6.4 61.4 150 PV 0 3890" 816" 3.7 REF W 61.4 gpm PATH 1 K= 9.36 43.0 psi PATH 2 FROM HYDRAULIC REFERENCE 5 TO A3 HEAD 5 30.7 1''4" 0 0 117" 6.5 fps 30. 1 30. 1 30. 1 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 0 717" 0" 0.0 30. 1 30.1 REF B1 134" 0 0 410" 6. 5 fps 30. 4 1.400" 1 0 610" 0. 047 0. 5 30.7 150 PV 0 10'0" 0" 0.0 REF A3 , ; 30.7 gpm PATH 2 K= 5.53 30.9 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 75.7 psi Inside: 0 gpm SprinkCAD 50 Garnet Circle-Lot 39 Residual Pressure: 78.0 psi Total Flow: 161 gpm Outside: 100 gpm Tyco Fire Products North Andover, MA Flow: 1540 gpm Safety Pressure: 23.9 psi (800)495-5541 Remote Area: 3 Date/Loc: Lot#85 140 120 1001 Suppl 80 P S 100 gpm hose I 60 40 - 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:07/12/04 7/13/04 13:47 HYDRAULIC DESIGN INFORMATION SHEET w Job Name: Forest View Estates Location: 50 Garnet Circle - Lot 39 North Andover, MA Drawing Date: 07/12/04 Remote Area Number: 1 Contractor: Superior Plumbing, Inc. Telephone:781-461-1541 8 Sanderson Road Dedham, MA 02026 Designer: WCD 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 ft1 Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 I Make: Model:V2720 Area per Sprinkler 230 sq ft1 Orifice:7/16 K-Factor: 4 .20 Hose Allowance Inside 0 gpm I Temperature Rating: 155 Hose Allowance Outside 100 gpm 1 CALCULATION SUMMARY 1 Flowing Outlets gpm Required: 123.0 psi Required: 60.0 @ 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 1 At a Flow 'of 1540 gpm I Make: I Well Elevation 0" 1 Model: Proof Flow 0 gpm Location: Lot #85 Source of Information: F & W Partnership - Metheun, MA SYSTEM VOLUME 20 Gallons Notes: One Head Calculation V\of MAS 02 9�y N EQ N0.39337 '�'S�o►dp�,E�� Forest View Estates Drawing Date:07/12/04 7/13/04 13:47 HYDRAULIC CALCULATION DETAILS r HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 23 40.2 psi 1 1'1" x 1'-,4" CPVC Reducer 2' 120 1. 610 23 0.1 1 1;1" Thrd 90 Ell CI 4' 120 1. 610 23 0.1 1 Pipe 114" 40x25 CSC 5' 120 1. 610 23 0. 1 1 11-1" Thrd 90 Ell CI 4 ' 120 1. 610 23 0. 1 Elevation Change 810" 3.5 1 1'�" Thrd Globe Valve CSC "F15" 0' 0 1 . 610 23 0. 0 1 114" Fingd Back Flow Valve Watts 1170 0' 0 1. 610 23 0. 0 1 1'1" Thrd Globe Valve CSC "F15" .0' 0 1. 610 23 0.0 1 114" Thrd 90 Ell CI 4 ' 120 1. 610 23 0. 1 Fixed Flow Flow Loss 100 gpm 1 Pipe 1;i" PVx15 CSC 50' 150 1. 602 123 15. 8 Hydr Ref R1 Required at Source 123 60.0 psi Water SOUrce100.0 psi static, 78 .0 psi residual @ 1540 gpm 123 gpm 99.8 psi SAFETY PRESSURE 39.8 psi AvailablePressure of 99.8 psi Exceeds Required Pressure of 60.0 psi This is a; safety margin of 39.8 psi or 40 % of Supply Maximum Water Velocity is 4 .8 fps i Forest View Estates Drawing Date:07112104 7/13/04 13:47 LEGEND HYD REF iHydraulic 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 iHazen 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 Forest View Estates Drawing Date:07/12/04 7/13/04 13:47 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 23.0 11-,4" 2 0 10'9" 4 . 8 fps 30.0 30.0 30.0 0. 10 gpm,/sq ft 1.400" 1 0 1210" 0.027 0. 6 0.0 0.0 K= 4.20 23.0 150 PV 0 2219" 10'0" 4 .3 30.0 30.0 REF A2 11" 0 0 1 '0" 4 .8 fps 35. 0 1.400" 1 0 610" 0. 027 0.2 23.0 150 PV 0 7'0" 0" 0.0 REF A3 114" 0 0 1213" 4.8 fps 35.2 1.400" 0 0 0" 0.027 0.3 23.0 150 PV 0 1213" 0" 0.0 REF A4 14 1 0 2310" 4 .8 fps 35. 5 1.400" 2 0 1510" 0.027 1.0 23.0 150 PV 0 3810" 816" 3.7 REF W 23.0 gpm PATH 1 K= 3.63 40.2 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 60.0 psi Inside: 0 gpm SprinkCAD 50 Garnet Circle-Lot 39 Residual Pressure: 78.0 psi Total Flow: 123 gpm Outside: 100 gpm Tyco Fire Products North Andover, MA Flow: 1540 gpm Safety Pressure: 39.8 psi (800)495-5541 Remote Area: 1 Date/Loc: Lot#85 140 120 - 10M- SUPPI 80 P S I 60 100 ppm hose 40 - 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) Forest View Estates Drawing Date:07/12/04 7/13/04 13:49 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Forest View Estates Location: 50 Garnet Circle - Lot 39 North Andover, MA Drawing Date: 07/12/04 Remote Area Number: 2 Contractor: Superior Plumbing, Inc. Telephone:781-461-1541 8 Sanderson Road Dedham, MA 02026 Designer:i WCD 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:V2718 Area per 'Sprinkler 185 sq ftl Orifice:3/8 K-Factor: 3.50 Hose Allowance Inside 0 gpm 1 Temperature Rating: 155 Hose Allowance Outside 100 gpm 1 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 137.2 psi Required: 65.4 @ Source WATER SUPPLY Water Flow Test 1 Pump Data I Tank or Reservoir Date of Test 1 Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 100.0 psi I Rated Pressure 0.0 psi 1 Elevation 0 Residual !Pres 78.0 psi I Elevation 0 1 At a Flow of 1540 gpm I Make: 1 Well Elevation; 0" 1 Model: 1 Proof Flow 0 gpm Location:'; Lot #85 Source of Information: F & W Partnership - Metheun, MA SYSTEM VOLUME 20 Gallons Notes: Twb Head Calculation OF a N ti CAM RO m ronin. Forest View Estates Drawing Date:07/12/04 7/13/04 13:49 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr ;Ref W Required at Hyd Area 2 37 41.4 psi 1 11i" x 1;,4" CPVC Reducer 2' 120 1. 610 37 0. 1 1 11-1" Thrd 90 Ell CI 4 ' 120 1. 610 37 0.3 1 Pipe 111" 40x25 CSC 5' 120 1 . 610 37 0.3 1 1Y" Thrd 90 Ell CI 4 ' 120 1. 610 37 0.3 Elevation Change 810" 3.5 1 111" Tihrd Globe Valve CSC "F15" 0' 0 1. 610 37 0.0 1 11-1" Fingd Back Flow Valve Watts "70 0' 0 1. 610 37 0.0 1 1Y' Thrd Globe Valve CSC "F15" 0' 0 1 . 610 37 0. 0 1 111" Thrd 90 Ell CI 4 ' 120 1. 610 37 0.3 Fixed Flow Flow Loss 100 gpm 1 Pipe ;11W" PVx15 CSC 50' 150 1 . 602 137 19.3 Hydr Ref R1 Required at Source 137 65.4 psi Water Source100.0 psi static, 78 .0 psi residual @ 1540 gpm 137 gpm 99.7 psi SAFETY PRESSURE 34.3 psi Availablei Pressure of 99.7 psi Exceeds Required Pressure of 65.4 psi This is asafety margin of 34.3 psi or 34 % of Supply Maximum Water Velocity is 7. 8 fps Forest View Estates Drawing Date:07112104 7/13/04 13:49 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTORFlow 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 - iPath #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:07/12/04 7/13/04 13:49 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF liOUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR: PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS I PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 18.5 1" 1 0 1513" 6.2 fps 27. 9 27 .9 27. 9 0. 10 gpm/sq ft 1. 109" 2 0 12'0" 0.086 2 .3 0.0 0.0 K= 3.50 18.5 120 PV 0 2713" 10'0" 4 .3 27. 9 27. 9 REF 11 114" 0 0 711" 3.9 fps 34 . 6 1.400" 0 0 0" 0.018 0. 1 18.5 150 PV 0 711" 0" 0. 0 REF 10 18.7 1114" 0 0 9" 7 . 8 fps 34 .7 34.7 PATH 2 1.400" 1 0 610" 0. 067 0. 5 0. 4 K= 3. 19 ; 37.2 150 PV 0 61 9" 0" 0. 0 34.3 REF A4 1'4" 1 0 231011 7.8 fps 35.2 1.400" 2 0 1510" 0.067 2.5 37.2 150 PV 0 3810" 816" 3.7 REF W 37.2 gpm PATH 1 K= 5.78 41.4 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO 10 HEAD 2 18.7 1" 1 0 1013" 6.3 fps 28.5 28. 5 28.5 0. 10 qpm'/sq ft 1.109" 1 0 710" 0.087 1.5 0.0 0.0 K= 3.50 18.7 120 PV 0 1713" 1010" 4.3 28.5 28.5 REF 10 18.7 gpm PATH 2 K= 3.19 34.3 psi Job Water Required Hose Allowance Drawn By Forest View Estates Static Pressure: 100.0 psi Pressure: 65.4 psi Inside: 0 gpm SprinkCAD 50 Garnet Circle-Lot 39 Residual Pressure: 78.0 psi Total Flow: 137 gpm Outside: 100 gpm Tyco Fire Products North Andover, MA Flow: 1540 gpm Safety Pressure: 34.3 psi (800)495-5541 Remote Area: 2 Date/Loc: Lot#85 140 120 - 100110— Suppl 80 P S 1 40 n40-- 100 gpm hose 60 40 -- 20 - 100 020100 150 200 250 300 350 400 450 500 Flow (gpm) �� :.�:fLe: . Gi/LiiLGI[IUNCLLI G u-v'('�Jf.LCflllJG�S BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR lx Number: CS 077396 Birthdate: 03/02/1962 Expires: 03/02/2006 Tr. no: 18492 Restricted: 00 DAVID M STILSON 222 SEAMES DR MANCHESTER, NH 03103 Acting C mis oner t� Management Bylaw Exemption Statement • ��,� � ctr M-Qrtri' rtdavar Building 0>:patZrrialrt : :n a►t:sa> Crr"%a ua a*"c u%s dWkUng 0-sparrtnsnt in thair datarmfnadan of+azemptians under sedan 9.T ra of the nwn aY;�bae t.anaavarGwvQA trWnagt�i+ant Bylaw, The hLiHdlatq appOcaa stta!!fAaavide aU qi the nscrassary Gtiarmaden •:.:trc.�:�`,.'��ti?11t�rli�Building Ps'rrmit(�Ja�u} t�ddre.,g,4�Rropercy far.Permit(bt;low} �Lc tta;g A. (chaff tualow) C', n� ll�ft -l'.Qf r� y�tant , - �.SingW-Family ^„Ttivv Family ,i ttxr 460,Org GP fQr 4}ave praA4*-M atxest that UW aaactrsd buAdWQ pri:rmit for which U-ds r+ Jas 4W 'y�wittt the C<ZMP't'1 N sraatian 4.74 of the North Andover Growth. as AWWO*U 8yl nr. t undsoapG"pMviditzj.thiy farrp do"nat a9"Ve Me.orany parry to this parmit tart t I��ofQbt-,�irtitly aAer pwtnits raq�uutraad pciofiia the lastiartce:gf.the t3uciding RemlIt, Fi to r`f u 4 that my!inAW*taWn of that 6.�C>rt�iPTI©N 4WWs is ubjecc.la review by.the Building Q.*Ago""W#is QNY o a o"within the Building Peradt Ia W"d. VA antis+Mardi Andawar Gt'crvih Bylaw trim atlawe lot and the work as applied for on the -W4 is hire WW4 pamA appikatign and auaciabO aUd awts.=MIA"with rani tar mQre at the r AMA" lrtdt"td by a Gho*MAL i tr&iye.acc aptyaic cttaa�r a Cwitdtn�pirrnit far the entaglament,mgtemtian gar recAa&WQcdai of a dwsilirtg In ;�:�c�fltee siti�a+rsaagr mf�> ,provided thin na adaltlat�9x+�eaW7ill wi�la ustad. - . 'rhu W44)Wecarv.as a*&"WM to May a. 1396 are exempt from the previalans of alis Urian I T of the Zoning appligurl as ix for as ami waits tar Ww zn"r mQ4sraw incams WnW"qr Indl"als.whora<all of the �w3.?+iLr ecs rosc atw AVAPn�serua Cwswav W ti roc san{arf44WMnts,wtiate.aar Moat at the units 16 . "r*cticet a PmAechE sanecI� ati Fariatdtid dOW rsatrktiaa feuutinb with the 6actd.'tkr Satf""am-saattac"at w mitt pli MOM ow the age ff 5S. la;W of a aw,taiur+etic pcv{4Q; which vvtun"y asnpld t0 a mipiawm 49%permweat t Y,•�t�tl.lmiskr tris ttwtrtscty,(petidablta tsttcc}},y�ttllitaid wttliaEt'�+Ing u►d fewtlOtt�hr�ti itld ri r,E maV W�Qctx oE►tc w•tato61eO At auMstux toad%qua!ta.at wa.9t tart liullda acus and Roeser 4MY M spew acwdlar tamlaad.Tttm rand-ts to wumtved aril►&#im.Pm4cU l*4m devalopmom by'M p�riadkatkui to the Tom.ac vAW slctJi trttuatttiitufxm TiQjt:##&i""a rr preisaca a trsct of load"lriing and not held Oy it Qeveiapttr In ccrorrtan awnerstup+mutt an MOM PuVal act tale.tmki;dw"Z&of this 364904 &.7 shah naive a snm-flare alcmtnp. it ftsm the Plannsit-CNU ti 1 aid Qm"4mwt Sc odwq prsvWQcls tial th6 putpas of Csnstir{ttpltlg aces 401e family dwe bq watt ptr its Th-W xpiaicauoa t%WUVa a lel wtNGn iscwt fat'46W4140 amorporsnitt franc all aches boards aC4 r„rycopgti AW44 h"a Maitvad and true pcaj.s tarirt 48MO atwRAVith-iMW� ud-the Qesrelotimsnt iiRt adwis � aarw avat �t bwlsdl tlerilNt lh tttet YW.we 4ulldl 4 gerttttt �e iaued per Year Po Ct r, c icl�tit s ugm tugs ax lho team==dMi ,awaaklu list- Q p AAPS ttwst 'oris u vaah avis h7CtEivQ!T 4N. ... .. P#ir iy.�t i3ecty t any and all iniermaden,VW would aaata-t th*9uilding Qeparditwit in making a doWmIna gan' zt yn�„trappiktiatc Js 444VIOd We OrrtwrO of the abQV*FXEr�tATIOr�IS. ziF.�n+ng oaiow i aaest to U14 z=u -Y of Me int4irnagan pravi4ad and that the aaaeicd building permit is I. �tow*4 an E<E,Y41TION as Q:Tci above. FW-04cc t undorstand#wt trio"midall of misleading And of ;naxoit-.kta m ion. or me checking ntf at an abovra i -which.does not comply,whether dons to my :inVeisdg Qf";b yrQunas far ttcsai ray the rmparttnont to is. a z 8vilding Permit �nax or A,umorama.agent VMQ 4471fM we Macned awldfareaw Data C/ his farm muga ha 8it�:n..y to tAe Buitdtrig Permit upon apptloratfan such permit. i BUILDING DEPARTIYIENT DEBRIS DISPOSAL FORM In accordance with the �_�� ' Is that the debris Provisions of MGL c 40 S 54,a condition of Building per Number resulting form this work shall be disposed of in a properly licensed solid waste defined by MGL c 11,S 1S0A disposal fit,as The debris will be disposed of in: Location of Facility �SiPature�Of Permit Applicant ,,.` � I 1 •• Date ' o NOTE: Demolition the Building Pmt from the Town of North Andover must be obtained for this project through the Office of g Inspector t . i m The Commonwealth of Arla�sachusetts DePWIMent of 1ndu4trial-Accidents Office of Inv gations Boston, Mass. 02111 � Workers'CvmPenudt n Insurance?Aifldavit 1 I Pie&"Rfitiit : .. Abon T� Mwnec�rrnar geriFotming au work myself. DI Wtlra aQtd pKiptlewc acid have no one working in any capacity . j t8014-W,efr*kY er providic*%Wkem,camp wwcin!army"May v ing on this rod. dr �:t:tre .i f lr�n lid N�s /fid 7.. -o L.l[ is F��i _�stWfl�YA4s1'S�cplon 2 �f�IAGGi.7$,2 C�fl�O io i ar+afar+ p!l�us`b0awavAoc as wadss aMt iN iiT�Aol t��kf i� irn1�1�11: :If it ops ll ap? x# 1.13 .+aaisaiMcad# s aaFy►of ttr�sauraant rty�jr rvivraQoa.tQ tht Grffw of tri OY!forw 0M GR and a Rnt ar.(S'ts0a' y s any • I I i:rc el qlr grin ..Kyr MW pairs ural.40HO t;ofoa jay t4dg caw 40wwuwan R,p�,pyAa alww rs�+t+vtd i Sip�it.ir2 • Dat Pho" U"unit' da rot in do area to he eamplotW by city ar bean of W* 8td1 t �•v .a . Bwldirig Dept pUct Board p Sal 'S OftTce C] HNlttt 4kp&tment Other- �wr�•s tawf+elrs.�l7av . . i 13034798572; Nov-4-03 1 :21PM; Faye 2/a 10 :10:07 FORC01 foupment CoAon Cli 847.953.5390 Pago 002 "I KW 03 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION on ki Serviras' Inc. of michigan ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 3000 T Cermir 11 0 :5u'i toHOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR cloth A mi 48015 hLTER THE COVERAGE AFFORDED BY THE-POLICIES SEI.,I)VII. COMPANIES AFFORDING COVERAGE CUIvIPAW Liberty mutual Fire ins co (24:. 036-52ou -546S A FAX. (248) 936 COMPANY 41 es of 4ew England, LLC S 05 Hap, One Road COMPANY Ciui'Le I Wa rmi': 61 O2&66 USA C COMPANY 717! 71 7EF7�-_757 � __i - ' [11 170Y2TIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD QTVVIIHS rANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICki TP118 C'A f IFIC/W MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE FOLICIE3 DESCRIBED HEREIN IS SUBJECT TO ALL Tmt. I'LIVOS, "(-,I InsiL-44 �UCH P061VES.LIMITS SHOVIN MAY H&ZjEF.W.V."ED BY Ealp QLAIMS, ?0LIC.'d KMCrM MIUCY MIRA17CIN Q.K-WIURANCZ POUMNIMmult DATE0,6mrA-q DAt900=D[M LRtETC GENERAL ACC.;6-GATF L..'kbk-'T PRODUCTS C-CwrljoP.A,;C, OCCU; rEnSONAL L AW INURY F,,;,Cl']R S PROT EACH OCCuRR114CE FIRE DAMAC*-(Anv mo tire) MCD EXP(Arq 0119 D;I;On) A .'j:)o.',QPAL'k ABIL11( A52601004261033 06/01/03 08/01104 COMBINPf)AINGL C Lli-ff 41,w)(),Doo comercial Auto t. e(x)kYNjURy Per pwzon) (Per mcudwi) PROPERTY DAWACW [A;-. IYN' AU IU Qt4.Y-rA ACCIDENT OTHER IMAN AUTO ONLY FAMI ACCIOENT AGGREGAT 03 LN4'M(ty EACH OCLUXRENC17 JI - AGGREGATE 08/01103 x .4 A249004261013 08/01/04 FR 0'lii�d 'WORKERS 0�31APENSATION EL EACH ACcltxrj I F LL DISFASr-POUCY L114T ZXC-- El.(.)AFASEZA EMP,_CYtfti ';I,Ckj Juu r 111:. Construction in t e Town or North Andover, MA-All sites- Waiver of subrogation applies fur• the 16'! ler'tl Li�40ity and Workers' CoIllpensation Policy, 7. 'C' 1RFf)POLIQFS BE CANCH.1 1-')2 ME, i is SFK)iA f) ANY OF THE ABOVE nt.-SA �F !'nllif Noi-ijI Andover EXPIRATION DATE THERLQr.O-E ESLANG COfIPANY WLL Ehf)17AVC4l1-�- X1,4 - l 1.o , -lox 1,14 K DAYS MWIEN NOTICE TO THE CERTIFICATE HOLULN NAMED 1`0 I-Ir L-LT Al:!_f:ry!&Iilding Department OUI FALLQC TO NAL SUCH NOTICE 9HAIL tAPOSE NOOELIGATION OR LIAR:dY qo.'1Q Andover. MA 03.545 USA OF ANY KND 1-11-ON IWL C.(X* ANY ITS AGENTS OR rEPRE5,N7Ajj,1j, AUTHORIZED WEPRESENTATIVE R 5700078OL1925 Halder fdomflsf; Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.6 Release 1 Data filename:F:\files\CST\SHARE\MecCheck\ModelEnergyCode\MASCHECK\1ot39fv.rck PROJECT TITLE:Lot 39 Lincoln elev 1 f CITY:Andover STATE:Massachusetts HDD:6322 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO:0.15 I DATE: 07/23/04 f PROJECT DESCRIPTION: Forest view. N.Andover,MA DESIGNER/CONTRACTOR: Pulte Homes of N.E.,LLC PROJECT NOTES: Customer purchased elev#I with r-15 insulation and 4 additional windows i COMPLIANCE:Passes Maximum UA=456 Your Home UA=449 1.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door P ri a R-Value R-Value U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 20 30.0 0.0 1 Ceiling 2: Flat Ceiling or Scissor Truss 12 30.0 0.0 0 Ceiling 3: Flat Ceiling or Scissor Truss 280 30.0 0.0 10 Ceiling 4:Flat Ceiling or Scissor Truss 72 30.0 0.0 3 Ceiling 5:Flat Ceiling or Scissor Truss 1015 30.0 0.0 36 Ceiling 6:Flat Ceiling or Scissor Truss 45 30.0 0.0 2 Wall l: Wood Frame, 16"o.c. 630 15.0 0.0 49 Wall 2: Wood Frame, 16" o.c. 50 15.0 0.0 4 Wall 3:Wood Frame, 16"o.c. 153 15.0 0.0 12 Wali 4: Wood Frame, 16" o.c. 630 15.0 0.0 49 Wall 5: Wood Frame, 16 o.c. 50 15.0 0.0 4 Wall 6:Wood Frame, 16"o.c, 153 15.0 0.0 12 Wall 7:Wood Frame, 16"o.c. 576 15.0 0.0 44 • Wall 8:Wood Frame, 16"o.c. 576 15.0 0.0 8 Window:2852:Vinyl Frame,Double Pane with Low-E 116 0.340 39 Window:2852-2: Vinyl Frame,Double Pane with Low-E 28 0.340 10 Window: 1936-2 casement w/transom: Vinyl Frame,Double Pane with Low-E 18 0.310 6 Window:6-0x6-8 slider w/transom: Vinyl Frame,Double Pane with Low-E 45 0.300 13 Window:2852-3:Vinyl Frame,Double Pane with Low-E 87 0.340 29 Window:2046-2:Vinyl Frame,Double Pane with Low-E 19 0.340 6 Window:2862:Vinyl Frame,Double Pane with Low-E 69 0.340 23 Window: 1842:Vinyl Frame,Double Pane with Low-E 16 0.340 5 Window: 1052-3052-1052: Vinyl Frame,Double Pane with Low-E 28 0.340 10 Door: 3-0x6-8 w/2 sidelights: Solid 33 0.280 9 2-8x6-8 service door: Solid 18 0.180 3 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 45 19.0 0.0 2 Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 1015 19.0 0.0 48 Floor 3: All-Wood Joist/Truss,Over Unconditioned Space 95 19.0 0.0 4 Floor 4:All-Wood Joist/Truss,Over Unconditioned Space 240 30.0 0.0 8 Furnace 1:Forced Hot Air,80 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 requirements in RES checkVersion 3.6 Release I (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. Builder/Designer Date I Area Calculator: Assembly Type Width x Length = Gross Area Comments/Description 1 Flat Ceiling or Scissor Truss 4'-0" 5'-0" 20.00 ft2 Arae over powder room 2 Flat Ceiling or Scissor Truss 2'-0" 6'-0' 12.00 ft2 Area over laundry room 3 Flat Ceiling or Scissor Truss 14'-0" 20'-0" 280.00 ft2 Area over bedroom#3 4 Flat Ceiling or Scissor Truss 5'-6" 13'-0" 71.50 ft2 Area over bedroom#3 closet 5 1 Flat Ceiling or Scissor Truss 35'-0" 29'-0" 1015.00 ft2 second floor ceiling area _ 6 j Flat Ceiling or Scissor Truss 3'-0" 15'-0" 45.00 f:2 second floor ceiling area 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Ceiling Area Total:1443.50 07/23/04 15:03:30 1/� Area Calculator: Assembly Type Length x Height = Gross Area Comments/Description 1 Wood Frame,16"o.c. 35'-0" 18'-0" 630.00.ft2 front elev. 2 Wood Frame,16"o.c. 10'-0" 5'-0" 50.00 ft2 front elev. 3 Wood Frame,16"o.c. 6-0" 25'-6" 153.00 ft2 front elev. 4 Wood Frame,16"o.c. 35'-0" 18'-0" 630.00 ft2 rear elev. 5 Wood Frame,16"o.c. 10'-0" 5'-0 50.00 ft2 rear elev. 6 Wood Frame,16"o.c. 6'-0" 25'-6" 153.00 ft2 rear elev. 7 Wood Frame,16"o.c. 32'-0" 18'-0" 576.00 ft2 right elev. 8 Wood Frame,16"o_c. 32'-0" 18'-0" 576.00 ft2 leftelev. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 I Exterior Wall Area Total:2818.00 07/23/04 15.03:30 1/1 Area Calculator: Add to Window Unit Total Comments/ Library Name Assembly Type Quantity Width xHeight = Area Area LI-Factor SHGC Description 1 2852 Vinyl Frame,Dou 8 2'-9" 5'-3" 14.44 115.52 ft2 0.340 Supers a[Low E Argon 2 2852-2 Vinyl Frame,Dou 1 5'-5" 5'-3" 28.44 28.44 ft2 0.340 Superseal Low E Argon 3 1936-2 casement Vinyl Frame.Dou 1 T-11" 4'-7" 17.95 17.95 ft2 0.310 Superseal Low E Argon w/transom 4 6-0x6-8 slider w/ Vinyl Frame,Dou 1 V-11" 7'-7" 44.87 44.87 ft2 0.300 Superseal Low E Argon transom 5 2852-3 Vinyl Frame,Dou 2 8'-3" 5'-3" 43.31 86.62 ft2 0.340 Superseal Low E Argon 6 2046-2 Vinyl Frame,Dou 1 4'-1" 4'-7" 18.72 18.72 ft2 0.340 Superseal Low E Argon 7 2862 Vinyl Frame,Dou 4 2'-9" 6'-3" 17.19 68.76 ft2 0.340 Superseal Low E Argon 8 1842 Vinyl Frame,Dou 2 1'-10" 4'-3" 7.79 15.58 ft2 0.340 1 Superseal Low E Argon 9 1052-3052-1052 Vinyl Frame,Dou 1 5'-4" 5'-3" 28.00 28.00 ft2 0.340 Superseal Low E Argon 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Window Area Total:424.46 07/23/04 15:03:30 1/1 Area Calculator: Add to Door Unit Total Comments/ Library Name Assembly Type Quantity Width x Height = Area Area U-Factor SHGC Description 1 3-0x6-8 wl 2 Solid 1 5'-0' 6'-8" 33.33 33.33 ft2 0.280 Front Entry w/2 sidelights Sidelights 2 2-8x6-8 service Solid 1 2'-8" 6'-8" 17.78 17.78 ft2 0.180 Garage Service Door door 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Door Area Total:51.11 07/23/04 15:03:30 1/1 Area Calculator: Assembly Type Width x Length = Gross Area Comments/Description 1 All-Wood Joist/Truss,Over 3'-0" 15-0" 45.00 ft2 floor area over basement Unconditioned Space 2 All-Wood Joist/Truss,Over 35'-0" 29'-0" 1015.00 ft2 floor area over basement Unconditioned Space 3 All-Wood Joist/Truss,Over 5'-0" 19'-0" 95.00 ft2 floor area over basement Unconditioned Space 4 Ali-Wood Joist/Truss,Over 12'-0" 20'-0" 240.00 f:2 floor area over garage Unconditioned Space 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 I Floor Area Total:1395.00 07/23/04 15:03:31 1/1 1 1:)4 12 54 PM P U;-TE NO. 724 LAW OFFICE OF • MARK B. JOHNsoN 12 Che4ut Street AndOverUassachusetts 01810-3706 (978)475-4488 TQIeCOPitr; (978)475.6703 Bsls NZ5 ON 0C) KATHRYN M,MORN F. BOR&N- STEN (MA,NIE) UkNM CFjST.kLDj E()XFASTI (MA) MICHELE C. JONK,%s A, MEROLLI ('MA,IL) KATHLEEN H. HARBEI,, ]-A�68 (MA) KAREN P.EHR� �jMjLkN DAWNIVIARM WALKSR May 25,2004 Julie Parrino ToNn Plaimer Town of North Andover 27 Charles Street N orth-Andover, MA 01845 RE:., 'Forest View—Form J Lot Release Dear Ms. PQiino: Enclosed please find a Copy of the Foral J Lot Release in connectioij with the above captioned subdivision. This releases Lots 39,40,,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�egistry receipt is also included for your reference. Very truly yours, LAW OFFICE OF MARIC 13. JOHNSON Lianne Cristaldi Paralegal Enclosures pC: Patrick Cone—,/ James McCabe Bond �,ot Re loess 1ll5-25.04doc L!,04�J4 i2 54PM PULTE N0. 724 P. 2 Return:Anday , (�Ufitia:PliLst fX,UA01830 (Space above this line reserved for Rogistry of Deeds) FORM J LOT RELEASE The undersigned, being a majority of the Planning 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 205 2000 and/or by the Covenant dated November 9, 1998 and recorded in District Deeds, Book 5247, Page 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 NT /A; has been completed/partially completed, to the satisfaction of the Pl an.nin!a 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 114/Salem Turnpike, North Andover, Massachusetts" prepared for Xlesiti,Development Corporation, l l Old Boston Road, Tewksbury, Massachusetts 01876 by MF-IF Design Consultants, Inc., Scale 1" = 600', Tax Map Composite Scale 1" =200', 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• i and said ' 'lots are hereby released from the restrictio n as to salend'building ca b 1 ng specified thereon, b� (To be attested by a Registered Land Surveyor) )✓at.s 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. 2 12: 5PM PULTE N0, 724 P. 3 Route 114/Salem Turnpike, North Andover, Massachusetts" prepared for Mesiti Development Corporation, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by MHF Design Consultants, Inc., Scale 1" = 600', Taft Map Composite Scale V `200', dated September 22, 1997, revised through 11/3/98. recorded with Essex North District Registry of Deeds as Plan 13362 and as affected by corrective Platt recorded as Plan No. 13727 W t �/ STEPHEN M. �r MELESCIUC 4 No, UM t� Registered Land Survey"'. _sstbc`e� 4� ®Zm 57-v`q�6 c. The Town of North Andover, a municipal corporation situated in the County of Essex, Commonwealth of Massachusetts, acting by its duly organized Planning Board, holder of a Performance Bond or Surety dated June 20, 2000, and/or Covenant dated November 9. 19985 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: 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, 11 Old Boston Road, Tewksbury, Massachusetts 01876 by lvlff Design Consultants, Inc., Scale 1" = 600', Tax Map Composite Scale 1" =200', dated September 22, 1997, revised through 11/311'98 recorded with Essex North District Registry of Deeds as Plan 1413362 and as affected by corrective Plan recorded as Plan No. 13727. C'1Docurnents and SettingsWarklLocal SettingslTemporary Internet FildOLMATonn J-LOt Releaso 4-Garnet Circle Lou(z),doc ,-7, 2004 12: 55PM PULTE N0, 724 F, 4 EXECUTED as a sealed instrument this day of_�,� 2004. Majority of the ��" Planning Board 1V F Of the Town of North Andover COMMONWEALTH AssAcHusExTs Essex, ss. On this day of 2004, before me, the undersigned notary public, personally appeared,4�2eof the members of the Planning j Board, j �} ,,,�,, , proved to me through satisfactory evidence of identification being We:%nc tj 4 ie , jtr6i+1o�-S 4;' all to be the person whose name is signed on the preceding document and acknowledged to me thatihepigned it voluntarily for its stated purpose, as a duly authorized signatory and member of the North Andover Planning Board. ZcLn-d A N4,All � azzz- Notary Public My Commission Expires:CT/Z- 2c:►o s.`�Ne}r-Coes�Pultc Homes of Neer Englwid LLQForest VievA9499 Forest View Lot ReleaseTorm J-Lot Release 4-Garnet Circle Lov.doc C1Documents and SettingsWark1ocal Sertings\Tcmporary Internet FildOLMA\Form J-Lot Release 4-Garnet Circle Lots(2).doc q. ) I PM ;ar.� l:;PULTE ` '`� 'j- NO,31, 724• '0"'p �' �•y . �! ;`'fir}� + a/'';V �ija'J'•$. 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Il ..+ .�,�Y:<'��I•Y�;�3 ' Y • /^J t ES50X month County Regist-Y Qf Deeds 381 Common Street 4 L ur'pr,�e, Maesat:husetie OlAto : 45/21/44 f 4 5 Tyler CIT RL vt3a G0 P. 20.00 Total MOO r # G Fay;mant Check ' Thomas T. Dura s 1�! h!K Yt3J. �,,„ •� D7 'C L2q-, ;I I t t � •C I 1a RTH Town oAndover 0 No. 9110 _ dower, Mass., T . Z+ LAKE T I� COC MICMEWICK V 7�S RAT E D Pp SAC HUS FOR EXCAVATION AND FOUNDATION 9 THIS CERTIFIES THAT ..........�?....Y. � .. ..1.�.0.�...... ..... `.................. ................................. ... n has permission to excavate and pour foundation at .�Q ..� ..........��..G.a.r!���....`...r.�'... for theO ur ....ose ofl gOMf. P P ....... ... ......... .... . . .......... The person accepting this permit must return to the office of the Building Inspector a ertified plot plan show of building thereon before Foundation will be inspected. log /(og /` 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 F �� • LESS PDA FEE+OP• / ....��..... .............. DUE FRAME PERMIT; EE REVERSE SIDEji BUILDING INSPECTOR Tf %ORTH 0VM 0r� L _ over OANo. LA E dover, Mass.I. ,_ COCMIC ME WICK 11 ADRATE D P? �� 7 H BOARD OF HEALTH Food/Kitchen PERMIT T- D Septic System " 'E` des BUILDING INSPECTOR THIS CERTIFIES THAT...... ....... . 041;4.....................................�1..................0 .. �.. �........�.. .. Foundation has permission to erect............//...................... buildings onof �' -�,, D �r a ��r��`�+ Rough . ..... .... ........... ... .... .................... to be occupied as t R00� a./ 8.a o� 514:// /Q ,�Ac�..................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relatinInspection, Alteration and Construction of Buildings in the Town of North Andover. /0,9/66- g tot 138500 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final ' UNLESS CONSTRUCTION T TS ELECTRICAL INSPECTOR Rough .... .... ... ... ... .... ..... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough nal No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Bumex Street No. SEE REVERSE SIDE Smoke Det. co i--4 00� PQ of C9 H d ALL LASED OPEWIN65 54ALL RAVE SAME CASING HT5 AS OPEN'S W/DOOR5 1 U ALL WALL5 511ALL BE 2 X 4 UNLESS NOTED OTHFRW15E ALL 1st FUR.WINDOW HORS B 015/8"AEF.U.N.D. 6`711 (y" SET ALL 6 5MT.WINDOWS HORS B 82 5/8"A.F 5.U.N.O. g'-0" REFERENCE CORNICE DETAILS FOR Ind FUR.WIMIXB ' ZO HEADER IEIGHTS 12 yX 10 W I!2°PLTWD. LL THIN SET ALL CER.TILE OVER 5/8'UN"LAYMENT 204 W/12)J+()5 B EE. 2'-6' 2'-6" E"' 19 6 TWIN C W/OFT. d' ALL WINDOWS SHALL BE TRIMMED PER SPELIF,LEVEL 191 TRAN50 ABV. 2861 DH as 2862 DH - W .4 �+ SET ALL TUBS ON 90°FELT 3868.511• ® -.��$ 3BbB34F- E— jr4 PROVIDE MINJMUM OF 4"RETURNS B ALL OFEWIN65 _ CQ CQ (j1' ALL AW5LEO WALLS B 45 DE6REE5 U.N.O. F, 2 2 X Ipp W/ t _ 0 X II�J+(I)5BEP.---II�J x14)1E.E IZ)J x(IISBE.E O Q' ENTRANCE DOORS d WINDOWS W/I X TRIM B BRICK r^� CONDITIONS SHALL HAVE EXTEND JAMBS. ( 36 D.V. ALL BRICK SURROUNDS SHALL PROJECT 1" I 51 FIREPLACE OR OPT. 36"MASONRY If P. - PROVIDE BRICK MOULD ON ALL WINDOWS B FRONT ELEV. �p F.SH7.11.00 8 SIDE ENTRY END UNITS(501'.5TUCL0,OR 13RICKI PFll�T' AN PART.PLAN E%CEP7 WHERE 5/4%511RROUNO b IDENTIFIED. NOTES PROV IDE / FINNOIE GUARDRAIL IF GRAVE 15 W OP BOX BAY B KITCHEN W OPT.F.P.LOCAT ION GREATER THAN 30".PROVIDE SCALE 110;0-0 SCALE 4•I'd' a8 5TEP5 TO GRADE IF LESS NOTE RRRIII a5 THAN 30'W/OUT PECK. DO N07 SUPPORT W000 DECK NOTE FROM ANY CANTILEVER FLOOR REFERENCE PRODUCT 60'-6" SYSTEM, SpECIFI rATFOR�(K SIZE AND LOCATION RrFERENCE 5HT 15.01 FOR w ADOITIOMAL INFORMATION 4'-2" T`6' FOR OPf,REAR MORNING RM A (3)1852 DH CONT.1112 X 10 W/ 7.00 (4j 56504M I)J+(31 5 B EE. E--1 PLYW7. - _ '�/ '��g W�(2)J+2)/SI/2B'EP` dr dr w 204 19TW N W/OPT: IUM DOOR W/ 12 TRANSOM PBV. _ Q 92 iRAN50M ABV .. ---- 8 `1 x l f b - Fly rARA TII�1.115 B EE. 1 X (213/4 F"91/2"LVLE. 2.00 TIB ON �� 'W�I31J (2)58 E.E. -4'11" "II 51NKW _ 205 2'-4 W OPT.MAS FP. I KITCHEN DR. A I NOOKFAMILYX36"ISLAND::;zc::::' .0;'i:'a:ii:: I 1.GARAGE ;=;::.;,..�,.:::,;;. uub-4 4'-3" 3'3" 3'y1PROVIDE Ai CEILING 6 WALLSFFr I LAYER OF 5/B"TYPE"%°GYP.B0. MASS.CODE LLC.HT. -.....1/B 2668 L.O. Ljj X20 MIN. 212X10W/ 7 I J+ 1 5 �7 - "I IIIJ+1115BE (4116°SHLV 868 L)2 X , (3)1 3/4"X 16"LVL s ; 2 PNL+I . w_ 2/ -p 201 5h1T wFE' ARING WALLttd� BEARING WALL7. qi.1" 3in � : 4'-31/2' / L h �i - 77IL LL Mu 0 .2 _ I6"SIELF .,. 7-6 2 W OIL LO D._ I 9 L RV.DR. B 63'AFF :� F {p LINE OF 5TA145 OPT.CAB a LITE — _ - ) BT'-0"A.F -1>} MINI G 54"OPEN RAIL II LIVING � _ o15 REF.ELEV. -EF~E3LEV. w _ ¢ FOYER J 115 E. �+ 2-5TORY I v ai$ �� IIB o Gj N F PART. PLAN F R5 PORCH $ 7.00 g gs W/ OPT-65112ELOAO 6ARA6E Q� 8' COL.ou A _ gLL o - i ig 3/0 Pd 2 XB6I6 oc°0N `I _ \`` a in SCq� e z S d NOTE R��.BSE PLAN 8 ELEVATIONS FOR INFORMATION NOT SHOWN u 10 5O.BASE I PNL ---_ I PNL PNL 5-p - -11FELEV. -EF.ELEV, EF.ELEV, (} EF.ELEV. ` F.ELEV. 1i 42 2''4° a PRT.PLAN 700 ici5�°`� :'-5" 9'B" r-,• PT.PLAN-�$ �b 56ALE:14= -0 REF. REF. REF. REF. W OPT-50-DAY NOTE=LAUNDRY MOVE5 TO 05MT. I E1�V_. 5LALE 1/ -0 20'41 5-0 351-Ou 606' s'I FIR5T FLOOR PLAN i SCALE I'-0" DRAWN BY. NOTE REFERENCE FRONT ELEVATION5 FOR 5TOOP5,P0RCHES.WINOOW AND DOOR SIZES AND LOCATIONS e NOTE TH15 PLAN 15 FOR 9"TREAD WI 8 1/4"MAX.R15E- YADg L/i REV No. OAIE JOB NUMBER — - 51261 b C1261FPT SHEET NUMBER 4.00 Q COPYRIGHT 2000 Pulte Home Corporation OF 00 COC HCQ _ - � c'? MWJML ALL LEP )NGS SHALL • HAVE SAME LA51NG HIS AS OPEN'G W/OOOR5 --�ALD L WALLS SHALL BE 2%4 UNLESS NOTEO OTHERW15EUALL 1st FCR.WINDOW HORS p 87 5/8"AF.F.U.NA. SET ALL 55MT.NNDOWS HORS.825/8"AF.5.UN.O. REFERENCE CORNICE DETAILS FOR 2rd FUR.WINDOW15'-d'HEADER}EIGHTS 0-HTHIN SET ALL CER.TILE OVER 5/B°UNOERLAYMENT 6 ,4 7O ALL WINDOW5 SHALL BE TRIMMED AER SPECIE.LEVEL 3'�0° B'-0°SET ALL TU135 ON 90'FELTPROYIOf MINJMUM OF 4"RETURNS 0 ALL OPENINGSALL ANGLED WALLS P 45 DECREE5 ONO. 2'-6" 2'-6° E.y� CENTRANCE ODORS 6 WINDOWS ND X TRIB5. P BRICK 30305 5HCONDITIONS SHALL HAVE E%TEDD JAMBS.ALL BRICK 5URROUND5 SHALL PROJECT I°MOULD ON ALL WINDOWS P FRONT ELEV. (T 2 2)T%IpQ W/510E ENTRY END UNITS(5101NGSTUCCO,OR BRICK) 111J11)J (I)5 PEE.EXCEPT WHERE 5/4 X SURROUND ID IDENTIFIED.FINNOTE PARTPLAN W/ OPT. _REARNEY Q LIVING RM-ALE 1 254' 204' NOTE w 9REFERENCE TIE FOLLOWING�R(A TS _ - FOR ADDITIONAL INFORMATIO ON PLAN COTTONS 15.01 FOR OPT.REAR MORNW A (3)2652 DH C0tJ1.212 x 10 W/ O 7.88 4*- Er- IF EE - H7Q46 WIN DN W 5AF1EY6L. v T- r - o m --. W.I.G. e, SHOWER PLATFORM 1 ------------- 8 U�k, '- 72 X 36 TU5 S � _ f} MASTER_SUITE iJ `LINE OF ROOF BELOW' 0 4 I z„2X941 t M.BOX CELT b TUB BPECK ON ly ftEF.K/IL01—'� 'I ❑ r� I' IR115 - X55 F L ORE551N6*,0 F L /1I FIR ` 24 X 36 I I '- '.8 3/8"WALL HGT. ALC PNE 141 te"sw.vs v m m � 2/4 ---_-- - __ ------ ---------- CLOSET 3 w LINE OF 8'-d'CEILMLS -------- 1/6 PR IRhS ® 2/8 �m4 Q WIT./SLOPED LEIL INC y 20'-2152 I ILL 5'•II° 6i.On l�.y� 5'-10° 2 4 B'-6" ° d3 BR 2/8 DN OEPTtING ALL�+ Jit K WALL 1 37"AFF. ?JI //�F C .IO 1,� c 2R 2 2 X 10 �'� -�--- 1 J"(I)5@Ef. /OPT'DPEN RAIL l INE OF e'-0°CEILING IR/IS — -" J 12%10 ML o HCS./SLOPED LEILNJG /0 - 12 11J"U) ® - ti y e 1----- J 2/8 PEE + . -_-_-- -------_ --- W.I.G. 2/0 PR 15R /pIR/IS a - 5'•8 3/e°WALL NGT. < 24"x'36" - - - ACLESS.NL - IR/IS � COP1111,IA"ll 14 2! -1 3L6u B'- " r m LINE OF ROOF BELOW qq 1 I qq°W/ 3'6u // 2 3'4 1/p°W = 5 m n aE�p1D. OIL ND. OIL CONO. >'�`�' m o 1. Y3 L ------------ ---------4 OYER 4 _ --- ------ F BR # s _ - BR �2 PEN TO w '- o-TS" 1 = BELOW 7.00 s r s V!9 77 o F.ELEV, EF.ELEV, EF.ELEV, EF ELEV. EF.ELEV. 5 t--g w' a A � s 53 n% cz�''z v3 III V SEE El Ly ME CLU. Eff.El < Y 8 2d-Z r 5L31. 12L5' yi.gu @L4n 25'.652 9'0° 0 _b SECOND FLOOR PLAN 12--72b , (fe q � cxD v, -/L SCALE H/4"-I'-0° o _ VADB g NOTE REFERENCE FRONT ELEVATIONS FOR WINDOW AND DOORSIZES AND LOCATIONS. DATE: KlH/Lb NOTE TH15 PLAN 15 FOR 9 TREAD N/8 1/4,, /4 MAX.R15E. a .CTB NUMBER • - 51261 C1261FP2 SHEET NUMBER Ei 4.01 © COPYRIGHT 2000 Pulte Home Corporation OF 15r.pn �ILI�?l � o O 15'.0' 2'-6° 24' 51-01 21-6° 21-0 ALL CASED OPENIM65 SHALL CO 0 HAVE SAME LASING H75 A5 OPEN'S W/DOORS _ 6'-0" B'-B" 5'-0' 10'-0° ALL WALLS SHALL BE 2 X 4 UNLESS NOTED OTNERW15E W f3 2 X 10 W/ 13 2 X 10 / 1- 13 2 X I W/ �F�- Q ALL Ist FLR.WINDOW!4985 @ 07 5/0"AFF.UNA. �1 E' W'�$)J"12I5PEE. Q I21J. )5 EEI II2)J 3.4E �+� wt SET ALL B5M7.WINDOWS HORS @ 82 518°AFS.U.N.O. 60 -2x0 P 10"O.L. .00 r 3P I- - 303 SN 3.00 REFERENCE CORNICE DETAILS FOR 2nd FLR WINDOW •'"� w a" OPi.6 A7RIU OR. P. 2 ` HEADER HEIGHTS E- ( - N-y (2 13/4"% I/2"LVL W/ L •• .!_ - IN SET ALL LER.TILE OVER 5/0"UM1DERLAYMEMT W W�(2)J t(2 SPEE. 1 (II $ BLK.O "E%TEND _ E _ _ - w!;' (-•;, WINDOWS SHPLL BE TRIMMED PER SPECIE.LEVEL 0.0 _ I �', R - - - TALL TUBS ON III FELT r 18210 D TWI N 2 2 0 J I Lgn I I - 3.00 J I 9'L ' I OVIDE MINUMUM OF 4"RETURNS @ALL OPENINGS •-1 (1"M NI JANCLE'O WALLS @ 45 DEGREES U.NO. ~q ` z r J V I .��. ONS SHW.L HAVER END I X TRIMP BRICKLK SURROUNDS SHALL PROJECT I° Elr• - - J 2x0 @ 16'O.G. E BRICK MOULD ON ALL WINDOWTP FRONT ELEVEN1RY END UNITS ISIOING,57ULfA,OR BRIGKIWHERE 5/4 X SURROUND D IDENTIFIED. o N�+ FINNOTE ^ PARTIAL FOUNDATION PLAN - DAYLI6HT 65MT GOND. PARTIA OUNOATION PLAN - DAYLIGHT B5MT GOND. W/ _ o� SCALE 4/4" '0" OPT. R R MA50NRY F.P. @ FAMILY RM NOTE REFERENCE BAS PLAN FOR INFORMATION NOT SHOWN ALE-1/4°=I'-0 REFERENCE BASE PLAN FOR INFORMATION NOT SHOWN _ a 15Lpn gr.pu 2r.On 2r-0 Bi.pn 2L6u 2r.6x (312%IOW/ (3II2x10 Q W!(2)J" OOPf.O'�0.DTRIUM DR. 2x0 P 16°O.L. 3.00 - 3050 5 3.00 - W GRADE L D TP. 2052 TP. _ r� ( I/2'LVL W/ 12 a E (2 5PEE. 3050 5H Twl 3 3.00 - -M 3.00 2052 OH 7W1 OH '� .......... II I I O J - -- - --� --r. .... . .... C - -- 16 t � - 2 "0E 1 ALONG 510cn III Y U - PARTIAL FOUNDATION PLAN - WALKOUT GOND. PARTAEAR MASONTION RY F.P. 4 FRM WALKOUT GOND. W/ @ A ,-- SCALE OP . I'-0° • - NOTE1 REFERENCE BASE PLAN FOR INFORMATION NOT SHOWN E�I/4n,ILpu - OTE REFERENCE BASE PLAN FOR INFORMATION NOT 5HOWN 15,-4' .LOCATION _ PT �T.1PRECAST BULKHEAD NOTE _. 40"M.O.IN FOlIN0ATI0N W WALL L O REFERENCE THE FOLLOWING SHEETS A pF BU yp REF.M.A-3.00 FOR ADDITIONAL INFORMATION911 7.00 - - - - 15.01 FOR OP7.REAR MORNING RM � _ - II- - - - - - � b _ ►-4 \W"'\b ELK.OUT.E;END +' - _ 5`0 All P OPT5 0 . p 6 (, I SERVILE 000 - TA.WALL I r- �.r.� __ OMIT WOW.W/OPT. SL - 0.0 7.00 0.0 = ?, L J V FIN BSMT.CORNER FP. I Io I 2'07.° T.o.WAu LOCATION OF =� J L _o Nym A OPT.PRECAST BULKHEAD W/ I I $ L � Ez - 40'M.O.IN FOUNDATION WALL .-1 n m _ = 5 m OPT-PLUMBMIG - W/OPT.REAR MASONRY FP. I I - - I _ - L - - I z 7i-pn ROUGH-ItJ CONOREF.OTL.A-3.00 gLgn v I I = ,B'9° 3'-3'' S° IB'-7" I F P RT.FDN PLAN a s TF.5. BEAM POCKET I 1,1A IO.O I R11.1-1.00 I 3"A ORTLANDLOL. A I I I g/ OPT.F.P-LOCATION . I 30" fh x12'n LGNL. G BA5EMENT 30"x12"BSMt.WINDOW SCALE 14=I-0 c j a � I GARAGE 19.0K LIN OF CHASE ABOVE 0 23 p FOUND.WALL ITP. I I I >}Wa� a o _ UNEKLAVATED g 101 -�.- (3)13/ XII 7/"LVL( NT.2-5PAN5) -�I I I R'u �aWl 'I 12)13/4'X II T/B"LVL( NT.2-SPANS) --- BEAlA POCKET 7.OKWK] REF.K/3.00 I YS BF ii, �---------_____ _ J O 4"0 PORTLAND COL � m 4°V PORTLAND COL 5L0 6" 4 ON A 42 x42542'D LONC. IN A 4B"x48"x l 0 CONE. AW a� I FTG.W/4 @ 12?OL E.W. PI�RT.FON PLAN I - PR VIDE I/2"GYP. // w g I D31\6 I FV = o BD STAIRS AND WA I Pd OPT.MASONRY I T.o.w v.�� OF STAIRS ANO WALLS W/ b MECH F1 HED B5M7.COND. I I o F.P.B FAMILY = - SCALE I4.I.0 Pc m Q.0 " DRAWN MY: F 6..g•. p I o = 9 I I r VADS 3.00 9 TF.S. 3.00 ti 7Lgn TO'Q6, 6y! I I woay _ qu D DATE: ION200 P�R . PLAN - - °3% 1.REFERENCE PRODUCT I J FEV Nn DA,E I I- - - - 6° I - SPECIFICATIONS T FOR DECK m - - - - .-1 N SIZE AND IDEATION W OPT. 510ELOA0 GARAGE - - _ J I - - - - Z.DO NOT SUPPORT W000 DECK ALC�I t=I- - � rn SC L_ _ _ _ FROM ANY SYSTEM. CANTILEVER FLOOR - - - W/5101NG /BRK r B Z 3 B'L JOB NUMBER oR sTucco 5 1 2 61 p, 3.PROVIDE DRAIN TILE AROUND TFS 16'-6" PERIMETER OF FOUNDATION a 7.00 3.00 AS REQ D AT APPROVED O.O GEOTECHNICAL REPORT. 5i'p° 20'x° 5'.pn 35'-0" 4.LOUMBER TO VERIFY DRA@My1 ' 81261FDN uj LOCATIONS FOR ALL lUB/SMiR SHEET NUMBER 60'-6" 8 WATER CLO5ET5 FOR ANY _ _ VARIATIONS. P T. FDN PLAN - SCALE:I/4":1'-D" W OPT.MUD ROOM 2.00 NOTE REFERENCE FRONT ELEVATIONS FOR WINDOW AAY2 DOOR 51ZJES ANO LOCATIONS. SLICE 4=I-0 © COPYRIGHT 2000 Pulte Home Corporation OF SPECIFICATIONS PRODUCT ACTION REQUEST - P .A.R. CODES DRAWING INDEX � -0 ACTIONLREQUESM' RESPONSE: PQ 01 GENERAL Work performed DESIGN CODES Work pertormed shall comply with the rated erg: .7 1.00 SPECIFICATIONS SCHEDULES, &INDEX Fn A. these general notes unless otherwise wted an phos or product �i • specifi-tions. BASED ON C.A.B.O. ONE & TWO FAMILY DWELLING CODE 1995 EDITION 2.00 FOUNDATION PLAN E-' B. All opplkable local and stale codes,ordina ase and regulations. /��;, Qj firs'.C. In areas where Me drawings dD not address methaddoyg/� WJ BASED ON B.O.C.A. BASIC BUILDING CODE 1996 EDITION 2.01 OPTIONAL FINISHED BASEMENT the canWdor shah be hound re perform in striot canpl'nae dM // a 3.00 FOUNDATION DETAILS C a monufadurers speciiiwUara and/or recommendations. j2.ob the otherwise notes and typical detdls appy throughout the 4.00 FIRST FLOOR PLAN pw joh unless otherwise noted or shown. 3. DLScrepandes: The contractor shall compare and cocramale 4.01 SECOND FLOOR PIANS o all dravegs;when It the opinion of the contractor,o disaepanry F exists he shall promptly report h to the Architect for props:ad;asbnet t 5,00 ELEVATION L N/ SIDING /BRICK VENEER before proceeding with the work. G� BUILDING CODE ANALYSIS 5.01 ELEVATION #2 W/SIDING /BRICK VENEER W w 4. Omissions: in the event certain features of the construction am not f,Aly shown on the drawirgs,their corelmction shall bed [civ 5.02 ELEVATION #3 V/ SIDING /BRICK VENEER a a the samo9 e character for similar conditions that we shown or noted. USE GROUP: R-4 y 5. All work is to be performed in o professional manner and CONSTRUCTION p,p5y: UNPR07ECTED 6.00 REAR ELEVATIONS ►�- `~ in aecordence with standard practice and consistent with manufacturers ( �A /f('� ^ O and supp5e,'o rerommended installation procedures. +"1 �t - Will IS AREA LIMITATION: 2 STORY MAXIMUM IIGT 35 FEET 6.01 LEFT SIDE AND RIGHT SIDE ELEVATIONS 6. Dimensions shall be read or tabulated and never scaled. J EMEROENCY ESCAPE- E6RE55 OR RE56UE WINDOWS FROM SLEEPING ROOMS 'c All dimens'uns--.to the rough a less voted atherv� All drawings - O t I _ SHALL HAVE A MINIMUM OF 5.7 50.FT. 7.00 BUILDING SECTIONS & STAIR SECTIONS re at 1'=-4'-0'(1/4'-1-0°)unless noted otherwise. Q M� OARAOe/HOUSE LEILINB/WALL A55EINBLY:1/2°6YP5UM BOARP OR 5/8°GYP5UM BOARD IF REOUIREO-WALL 7.10 KIT. & BATH ELEV. e -. `J n x ASSN RRETE/FOUNDATIONS +r ^U &CEILING W/20 N.N.GARAGE/HOU5E DOOR. Concmte B.OU FIRST FLOOR FRAMING PLANS 1. The mncmte properties shall be as IoYows: P � INTERIOR STAIR PROTECTION: II)LAYER OF I/2"GYPSUM BOARD TO ALL SURFACES IN ALLE551Bt£AREAS Min.Comp st�rep9U 1 aggroga1. � � ` v '( OE5I6N LOAM: LIVE LOAD FLOOR5: 40 P5F 8.01 FIRST FLOOR FRAMING PLANS � '� -g3d¢-WS IP511 Slurp M /+,�� LIVE LOAD ROOF:35 P5F IMIN.TOP CORP) 8.02 FIRST FLOOR FRAMING PLANS FooGrgs 3000 1/2-1 4' `, Y .$ ,y fwd�� DEAD LOA01 FLOOR AREA IZ P5F Slap an 3000(PT) I/z-I 4' +/-I/z� P�Vel �(�* ( �� 8.03 SECOND FLOOR FRAMING PLANS grade 35OO(DR)CARAGE 1 r DEAD COPD RooF 17 P5F(TRUSSES) we 3oo0 1/2-1 4'(+/-1/21 PECKS=40 P5F Y . 8.04 SECOND FLOOR FRAMING PLANS 2. Gathered work shah conform to dI requirements of ACI-JIB-89 /y t MIND LOAD.18 P5F end ACI 301-72,spedfkalions for structural concrete for buildings. (j {{ STAIR LOADS:40 P5F 8.05 SECOND FLOOR FRAMING PLANS `` SNOW LOAD=30 P5F r J. e o inively enL d I.ph eons,Alpe sleeves and other insects R W r G 9.00 ROOF FRAMING PLAYS P-0 Q' shell be positively seared in place berate at .toy a is placed. 10.00 TYPICAL WALL SECTIONS Nom, 4. Protide 958 beckfhl compaction at 6'layers of all slabx ✓"' and foRefere a fount to be at approved i matedd' ATTIC VENTILATION: 1564 5F./300=521 5F.REQUIRED 11.00 STANDARD INTERIOR/EXTERIOR DETAILS 5. Reference foundation notes far rein moment requirements. 6. Tool edgy of canon-rade and et sbb 1 roll joints. �.y I r-s RIDGE VENN=64 LF.X.BB5 FREE AREA/LF-6.08 F. 11.01 STANDARD DETAILS � 7.more, extortor sbb-an-grade concrete sbell contain nal I�than SS (� J evN 50FFIT VENT=135 L.F.X.045 FREE AREA/LF=6.08 S.F. than 7r.dr en dnmenL TOTAL,IL525F. 11.02 STANDARD DETAILS V O a r 11.03 STANDARD DETAILS Q 1. FoolkTg depths are shorn on the sections unless otherwise J noted,footings shall bear a minimum of 12°into original /s MINIMUM R-VALUE5 OF OPENNIBS: 6LAZIN6: VUR Vaha=z05 12.00 STANDARD FIREPLACE DETAILS undisturbed loll and a minimm of 24"below finished grads AIuFNum R Ya4e=130 36"-Frederick Ca.MD.&Horsham Tovnship.PA;City of Frederick,LID and NJ; 13.00 MECHANICAL PLANS Lh 42'-Rale Mond4B'-Nass). Where required,step footings to ratio of Y t �60F2$' Ent,560y R Value=14.97 alp S RV RVete=159 13.01 MECHANICAL PLANS 2 2 horizontal to 1 vedicnl. `Z W SKYt,IGH15� R Ywe=3sT 13.02 MECHANICAL PLANS 2. Where conditions develop requiring changes in excavatiore, such changes stag be mode ore shaded earth me Ceacompc ti Engineer. 14.00 ELECTRICAL PLANSCn i. Soil investigation and report: NI aHh work compaction VOLUME CALCULATIONS: BASEMENT SLAB AREA X WALL NT. B153 c.f. nvd supervision shad be done per recommendations to soil FIRST FLOOR FIRST FLOOR AREA X WALL HT. 10603c.f. 14,01 ELECTRICAL PLANS esligotYm report. Concrete it, and footblg calcWatbns ora based �5 /�� / SECOND FLOOR 2nd FLOOR AREA X WALL Hf. 10077 c.f. �� O on a 2500 pct value If the sate lest ural modifications indkxtio lesser values, Wim. ` �y eY7 I/(/ � SARA. GARAGE X I0' 3980 S. 14.02 ELECTRICAL PLANS .. :lolly Architect m that necessary structural adif alions can be made. I �N V/�� ' e � ROOF ROOF 8024 c.f. 15.00 N/A •/W N � �/� TOTAL 40837 S. 1. AN ` �C_JC.�r 15.01 OPT. MORNING ROOM tamper erase 1. AX joists,rafters,and headers sha'.I be,unless otherwise sled,Han-Fr J2 with the fallowing minimum aaawable stresses 16.00 N/A and modules of elasticity stilly: S i A. Extreme Iber stress: Fb=850 P9(Repot munber) 17.00 DECK FRAMING M R. Compression shear: Fdc70 �l ABBREVIATIONS C. Compression pericity:Na to gran: Fc=405 P51 -` D. Modulusem- of elasticity: E=uteri,000(51 T 2. Hem-lir may be ntssnotedd,substituted species shall meet .YO+ or exceed requirements noted abate. AFF. ABOVE FIINA8. ANCHOR ISISH FLOOR GALV. G VANIZFD REINF. RE IFORLII-GRREER TO EIINFORLED HH ENCE SPF stud de :lies 2 x 4 or 2 x 6 � GENERAL CONTRACTOR REO'O REOUIRFD .� gra grope ( ) C t, ADJ. A ABOVE FIN1 ADJUSTABLE G.L. Fb=676 psi J 1 AFT. ABOVE FINISH TREAD GEN. GENERAL RMS ROOMS Fv=70 psi .q q /� ALUM. ALUMINUM GYP. GYPSUM RNO Rum Tel=425 psi V �(� � \ ANCH ANCHOR 01, GLUE LAM RRD. RROU&HSR OPENM'd Fc=675 psi S• `_�. J $ ANGLE E = 1,200,000 psi ARCH. ARCHITECTURAL H7MR. HARDWARE RMO ROUND C R WOOD ENGINEERED FRAMED SYSTEMS AT HO7D. HARDWOOD S.C. 5ANCUT Truss diagrans show design intent any. Tmss manufacturer la 00. BOARD ICRZ. HORIZONTA_,NORIZO4TALLY Hl SCIEM. SCHEMATIC m verify all spans.dimensions,pitches,ala.oral submit shop X06. BBE"I',G Hi. Halm SHLF 51ELF draving9 prior to tobritolion. BTM BOTTOM AM ' HEAVER SMT. SIEET q Floor Tmss 6LKG. BLOCKING NOSE BIB SMI. SWILAft 55 STAINLESS STEEL yyy I. Floor stmsses:pre-engineered tresses. Fkwr huu BRG. OEMNG 19. IN5I0E DIAMETER STL STEEL °aa manufacturer to supplyBRK BRICK INOR. IN GROUND m shop drawings and erection drawings.Shop drawings STR W. 5TRUETURAL z must be sealed a engineer g BSMT BASEMENT INSUL. INSULATION y a professional a neer re istered in the INT, INTERIOR 56PP, 5L VINO DN governing jvisdiction. C.J. CONTROL JOINT I.=. INSDE CORNER 560 5L VINO GLASS DOOR 2. Floor Trasses shah be designed to limit deflection to L�480 4 LENTERLWE ser. �°°"�E REVISION TRACKING 2 ads for live land and for a dead load d 40 PST+12 PSF. Rooms cosis6ng CAU. CONCRETE MASONRY UNIT JT. J0047 1a TOEEL BAR ¢Ws S of da, lengths the deflation of the shoresi span shall go,a COL. COLUMN 796 TONGUE AND GROVE E Skwx the shortest g CONE. CONCRETE K51 KIP5 PER 50'JARE WCH ND DAZE NM NO A Span 9hatl oven. TG5 TOP OF GRADE TION PATE -� I-Joist COJT. CONTINION UOUS LT.WT. LIGi TIEDHI 7FW TOP OF FOUNDATION WALL ^6 I. I-jod:Pre-engine.d jdas.1-joist manufacturer to supPy CONST. 6045TRUCTION LT. LIGHT TYP TRETYPICAL AD 9 o m l engineering calculations sealed by a profnsiorel engineer registered CrSK. 6OWeRSAY LIR. LOUVER 1R TREAD ROD t '• in the governing jurisdidVal.Connections and debtls Shall be os shown C.O. CA5Fle OPENING L.T. LAUNDRY TIB TRPL TRIPLE a z on plans. CANT. CANTILEVER i. wS �wz as L.T. CERAMIC TILE NA5. MA50ARY UND. UNLESS NOTED OTHERWISE �>= -�. 2. Floor -joist shall be designed to limit defection to L/480 gg ; LUG. CEILIFIG MAT. MATERIAL VERT. VERTICALS aUS CA CROlttl MOULD �(3 N for live load and ra a dead food of he PST+12 ASF. Rooms consisting - CA CHAIR RAIL k00 A'EOI�UM OE151tt OVERLAY VIP. VERIFY IN FIELD N of diHernt lengths the deflection of the ahoreai span sMll govern the shortest span shat govern. I, M,ELHANICE W WASHER 0 DRTFR MIN MINIMUM W/ WITH Rod Trusses d FENNY M.O. MASONRY OPENING �. W000 1. Roof Tosses: Pte-Engineered trusses. Roof Wes manufacturer to sipply VOL. ppUBIP MOL METAL WP. WELDED WIFE FABRIC JI DIA DIAMETER WO OR W/0 WALKOUT shop drawings and erection drawings sealed by a protesshnal ergincer registered PIR DIRECTION WHOM WYDOY nh govemiN jurisdiction.Can1"eions and dolaYs slat be ore drown N1L. NOT IN CONTRACT nplares, ON cow DR, DDDR (NTS) WT TO SCALE Pw DISH rel DWG. ORAMIlR ASHER O.C. ON CENTER �Ds. aOPERATORD L XTAIL : � 0 DPT' A OM 50!/AREF00Ti]6E5 _'WV"5F00TA6E5 OSB. RYIENTED 51RPND BOARD DRAWN BY: EA. EXPAM5ION JOINT oz OUNCE F/R5TFLOia4 //66 11/R5TFLOO4 //66 J ELECT ELECTRICAL I/R ONE 500 CO,{� OOR /74S SEaVFZOOR /P45 IAD$ n ED ELEVATION I/5 OW SHSLF DALE:b/09K10 E0. EOUAL 3uB7OTAL P// SG9TOTAC Y4// EOUN' EOU N5"N" ARTIC1ON PL PRECAST GARAGE 39B COsT F/N B$MT REV No.l_..DAIS EXP. EXPANSION PBD. PRECAST BOARD PL, PLATE 5 REG ROOM 540 EELe . EALERDR PNL. PANEL TOTAL .9Brf/ $T!/OY /BT PC. PLYWOOD BATH 43 D F FLOOR COVERING CHANGE FAIR f1�FABRICATEO FLOOR GRAIN RROJ. PROJECT/PROJECTED JOB NUNBEA v FINN. FOUNDATION P51 POUNDS PER Sa IN TOTAL 3979 512 61 FLR FLOORFP PLACE PSF POUNDS PER 90FT. P.T. PRESSURE TREATED A126178 FMR. FIRE TRA OPT MORN//nY'RM P49 W' Fl. FRAME Fl. FOOT/FEET WAD. QUADRUPLE :if FTG FOOTIK SHEET NUMBER 1.00 SP-CABO.DWC rev 05/05/9 8/30/94 ABSREV © COPYRIGHT 2000 Pulte Home Corporation ,Or_ CONT.RIDGE VENT W1 FALSE VENT LAST _-) 0 C) 17'FROM EACH END 00 In 0 cQ C" 54145LE5-REF PRODUCT SPEC. U) Z l;.i t OF WT. CONE.RIDGE VENT BOXED OUT W/FALSE VENT LAST CONT.RIDGE VENT GABLE RAKE 12"FROM EACH END W1 FALSE VENT LAST 12"FROM EACH END o > LINE Of CHIMNEY P OPT.MASONRY FP V REP WO PRODUCT SPEC, SHINGLES REP PRODUCT SPEC. DO a LINE OF OPT, LINE OF OFT. OXED OUT t GABLE RAKE BOXED OUT GABLE RAKE— FTT1 .,1 4. , LLLI 6"TRIM W/ I'TRIM RETURN(TYR B 1.0 Tp 1p. 7p. DOWNSPOUT W/ 1.00 SIDING SPLASH BLOCK DOWNSPOUT W/ REF.PRODUCT SPEC- SPLASH BLOCK ip REF.PRODUCT SPEC , •y, REF.PRODUCT SPEC PYRON'650 CAPITAL(TYP)- FTPON 830 WR FYPON'8506APITAL(TTP.)-1 i. ;"TRIM W/ : - 6"TRIM W/ - LJJ_I ® 5"TRIM RETURN(TTP.)— 5.,TRMRETURN(TYP.)- 4'TRIM 51PI -F-F-77 r- IF MF F_ F OPT.LIGHT 0OWNEPOLI W1 BLOCK SPLASH C) 6"TRf�lffi RETURN(TYR.)-- F IF- ReF.PROPUCT REF.PRODUCT SPEC -F-r-F F 4"TRIM FF 510INr lot REF.PRODUCT SPEC 7 F F F F_ 1 14'SILL(TYR.) rM — Z_ TF.W. F� 4'SILL(TYP.) F IF--F[7 F7 OPT.L 161IT-1 --"P"' OPT. 5112151OAP 6ARAC715 GOND: 6101 SCALE H/,"=1'-°" - FLUTED PILASTER W1 FYPOW'856 OPT. MUD ROOM FRONT ELEVATION 1 W/ 51PINQ CAPITAL ABOVE 12� X (2)2AI0WI _--q �O W1 (I EE. (1)5 1 e E:. ELEV. GOND. 5CALE,1/4"- `0" SCALE 11/4"-0-0— REF.SRT.4.00 FOR PART.PLANS 1 852 PH 385 13R 02 4 2 X 6 BAL (7)2 x�o W 1050 FIXED 51 ELITE 6�OOCN DR '4 3057rlixg O. I)s/ _NSfyE 05 SH W2 X 10 W/ 110 FM22ex low/ • ......................... 1052 ELITES 3 ........................ (I i i Ef. (I)J-11)5 f Ef (J) 050 SH (712XIOW/ 5fifJE._ CLO.IRIVA PER .__...___-4., 7 ,."--r_________________________ - - ----------------------- -------------- �852 CH 2852 ON �2852 PH INE 3050 5H PARTIAL FIRST FLOOR PLAN PRODUCT SPECS. �5 = W 5H 3050 5H "T. 1L I -I I @ E E. BRICK VENEER W1 OPT. 51015LOA0 GARAGE WINDOW IA511,15 4-1- 74' ".8. SOME 11/4'- "0" IF[7 NOTE REFERENCE BASE PLAN FOR INFORMATION NOT SHOWN PARTIAL 5ECONO FLOOR PLAN ELEV. #1 77 PANEL MOULD SCALE 4/4'="0" NOTE REFERENCE BASE PLAN FOR INFORMATIOU NOT SHOWN sp NOTE, 7. A N9R ALL WINDOW PROJECTIONSC7ARAC7F- ARE FROM FACE OF FRAME WALL- FYPO 1 550 CAPITAL ALL ENTRY POOR JAWS SHALL HAVE EXTENDED '-1.710,O.H.POOR 203 5H W, (16 JAA05 BR ICK VENEER POOR CASING W, (2V x 3/4"X 14"LVL W1 'Iow/EE - PROVIDE MEL.FLASHING (3)J-(415 f ef. (2 J 1)5 f PINING FOYERII LIVIN6 7 r, ABOVE ALL,WINDOWS, LOON I DOORS&CAPITALS. R RAIL CK) II 654.C. gyJ 7e _CHA 11 (7 (212 x tow/ ffw 11 To REF TYPICAL WALL SECTION M2 x 2;19 L W2 x low/ W2 x tow/ .�o W/ NJ 1)5 4 E.E. (ILs 0 BHT.1.00 FOR ADDITIONAL PNL MOULP IOU 050E.E. (2)J!(1)5 0 EE. INFORMATION AND -6 NFORO --------------------------- ------- --- FOUNDATION NOTES --------------------------- 1.2 PH (2�2 X 1' 2062 ON PH------- 1W IN FOYER @ ELEVATION 01 V-2 1/2" 30605H 30605H (I J )5 0 EE. 36 REF:FLOOR PLANS 30605H 060 SH 4L Z5 AND SHT.IL01 FOR I' INTERIOR TRIM 20"0' f W.d� 1" LINE Of OPT,BRICK VENEER W NFORMATION __ _ "141 54'X 102"PRE6A5T STOOP 7 PARTIAL FIRST FLOOR PLAN ELEV. #1 114 i -F.I SCALE•1/4'1 1"0" 7 i 1 NOTE REFERENCE BASE PLAN FOR INFORMATION NOT SHOWN UNIF IN I&EI?13ASEME 4T IL - - - - - - - - - - -- - - - - - - - - -- - - - 4"ROOLOCK UDRpVM BY: SURROUND(TYP.) II - — — — — -- — — — — — — — — ROWLOCK SILL(TTP.) 4`0 WALL VADS I VENEER POURED ;T& DATE ION/00 UREP STOOP REP.PRODUCT SPEC ��l ICK JACKARCH(ICIPROVIDE DRAIN TILE AROUND TER OF FOU'WET ION IME ROWILOCK F AS REOPEROAEDAT APPROVED r r�_FF 6eOrECHNICAL REPORT.. 5U OUNP r_7 -r-r- -r- ou RR ITYP.) F IF r 2"0" 16V no 2'0' JOB NJNBER TFA r_f_F_f_l_r—H — OWLOCK SILL(TYR F r— 17— F 01261ELlA Q PARTIAL FOUNDATION PLAN - ELEV. 'I W1 5101NO COW b SHEET NUMBER OPT. MUD ROOM SCALE 1/4"=I'-0" FRONT ELEVATION I WL 13R 16K & 51PINQ NOTE REFERENCE BASE PLAN MR INFORMATION NOT 5NM ELEV. GOND. 5.00 ;SCALE '/'` '_111 56ALE;I SRT.4.00 FOR PARTIAL PLAN COPYRIGHT 2000 Pulte Home Corporation OF 00 00 - ;4 CQ ,r U� � F E_ w w CC2 CONT.RIDGE VENT CONI.RIDGE VENT --- W/"FAL5E VFM LA5T W/FAL5E VIEW LAST 12 FROM RACII ENO 12°FROM RALH END 1-- -- SHINGLES-REF. C::::c:::::a SHINGLES-REF. I� PRO DULi SPEC. PRODUCT SPEC. -CONT.RIDGE VENT O W/FAL5E VENT LA5T 17'FROM RACH END H H H L00 L00 L0 - x CC� ,7 - SHINGLES-REF. — L0 IL0 ti H SIDING REF.PRODUCT SPEC c -------------- " 5 rRlm w/ MIM r--- O e _-- ; r�: u; 5"TRIM RETURN(TYP.) 5"TRIM RETURN ITYP.1 5"TRIM W/ 5'TRIM RETURN ITYP.I SIDING _ ` S FFTM REF.PRODUCT SPEC SIDING mmm R REF PRODUCT SPEC ~ DOWNSPOUT W/ DOWN5POUT W/ - OPT.SERVILE OR 5PLA5H BLACK `.PLASH BLOCK @ 5DE ENTRY CM.ONLYid - € 8 REF.PRODUCT SPED, REf,PRODUCT SPEC. - - POM45POUT w/BLOCK y I ti a -'"- REF.PRODUCT SPEC. GRADE APPROX GRADE 0 PDEOx .+ LINE OF WINDOW I _________ __ _ j1 ____r______= I I;_�__,; I,,_______f,l I r♦rJu } ., n BALK-OUT CONDITION LIVE OF OPT. ; o =--_ BOXED BAY o W OPi.MASONRYfP. ,._.,__.__„__r _ ___ 1 ^. . _ I I I I '.I I 1�.____ I.: '4' ;1 L LINE OF DOORS __ _ ___ L _____ �________________ _♦t __—____ LINE OF ATRIUM POOR 6 ii � WALK-OUT CONDITION-- ) i'�; j}� �; :; �;�.;R,- I WALK-OUT YANDITION I NOTE: �I l—_______________�,�!________�_ LINE OF 7668 9 LITE 1 --{- F--ii I” " - _ 1 GUARDRAIL IF GRADE IS r♦♦ a _ :I .- I 'osi -------------------------- OR @WALK-OUT CONDITION I;� ; ; I+, ; }I............. GREATER THAN 30.PROVI 0p .11;} I S I ♦r W/OPT.MASONRY FP.— :I '-_ S '' ' `�� TEPS TO GRADE IF LE55� i I ',._:__:__.:__ .:_ I THAN r♦♦ � I I; o LYSE OF GRADE 1 ---_-_;-__e:.---�t-_�--�_ LINE OF GRADE @ ___- 30"W/OUi OELK ____ ______- I ♦r ____________________.___._ ! _--_ -_ __________ -W. a WALK-OUT CONDITION ��'����� ��-�-�-�- WALKOUT CONDITION _ - ---------- - -------J --- --T--- ���������������� ♦ o e�2 < v OF F00TTNG@ I I LINE OF FOOTING __.__ _____________ ______ _____ _____________ _ &� W -OUT CONDITION , WALKOUT CONDITION •—-,-______________________-______.__--__-.-_._____.___-.____ ___---____________-..__-_____-_______--___-_.-.___.__________.._--______y -------------------------------------- -.-__-.._____ _ ______________________________ M. �N • b °1 DRAWN er o vaDs 2 PATE:1019/00 REV Ho. DAZE JOB NUMBER -„ 51261 D1261ELR SHEET NUM37t 6.00 © COPYRIGHT 2000 Pulte Home Corporation OF i op [� 0 - FcQ �1 M 0 � W =r CID • k' _= LPJE Of CHIMNET ---- j P OPT.MASONRY FP. 6 F F 6 cc==========a p=== ===a 1.00 1.00 1.00 1.00 P ! _ PIJCH TO RIDGE i 9.912 dItCH TO RVlGE D O E-- LOCATION OF OPT. _ REAR FIREPLACE-REF- - 5HT 12.00 - O - - a ------------- ------ ,�----- 5"TRIM W/ INE OF OPT.WINDOW 5"TRIM RETURN{TYP.) LINE OF OPT.WINDOW DOWNSPOUT W/ - SPLASH BLOCK ---- REF.PRODUCT SPEC. - , I j = ,.... t 'TRIM WI 1 Y �7RIM RETURN I O ' RN ttP.) _ ,,_._.... _ IDING -:f--- ___ Rv=--::_ ��Y _= RFF.PRODUCT SPEC I' ;: ____ _____ ______ 61NEof aPADuI w ---�.a r•I��_,;• AILABLE W/FAfiMERS PORCH •I 1" I 1 �' r Ari LINE OF PORCH P OPT.NUOROOM ! �i r - ^• ' ' LINE OF OPT WINDOW I� , 1 OPT.SERV ICE DR itIHI , FON ENTRY GARAGEONLY mo,Q� I i.._=.____s ��• 9.=:._____s t...._..s i:=:=_=__s I t AP1 PR6 I I I ,;I"„ II ... ,I .T' DO°OR P OPT..S)IDE-LOAD GARAGE EEO TRIM{TYP GRADE APPROXGRADE APFRO 6AOE _ � b3 m� of LINE OF OPT.BAY WINDOW I _lp I •�„ j j I I I 6 99a _ _I ___I ___ PINE WAL�0�60WITTIION� + _____-_________________-__________�. v _ ____ _________ _ _ _ __ ___ __________ - - -_-_____________ -,} + Y� i� a V 4 m ^ 1. LINE OF FOOTING P , w ___________________-.____-______________________..___________________._________._..__.________________ __ WALK-OUT C01•DITION _. _______ S{Sy2 ____. oa�z'via 5 RIGHT 5112E ELEVATION LEFT SIDE ELEVATION SCALE 414°=0-0° 0 EiI DRAWN BY: VADS 6I DAIE:ION/00 m NEV a JOB NUMBFA �, 51261 D1261ELS SHEET NUMBER 6.01 © COPYRIGHT 2000 Pulte Home Corporation of 2 X 10 RAFTER5 f 16"O.C. O O I--I 00 c7 E—I O W Cv ` 2 X 10 OIAGNAL P EACH RAFTER H X " NAIL W/16116d NAILS f EE. a E-1 I-R d w Z 2 X 4 KNEEWALL f 16"O C 3/4 T d G 5UBFLOOR ^I 2 X 4 SQUASH K06K ~ a "I"JOIST FLOOR LJ015T z 1Y UNDER EACH RAFTER O 95D W W ATTIC 12 2 X 4 STUD WALL f 16'OL. - WEB FILLER PER MFG.BELS. 9.5 I CJ 95 ROOF FRAMING D O -REF. ROOF FRAMING PLANS (D5E1GTION @ RAFTER /FLOOR CONNECTION 2 IQo 100 lA SWALE 4/2" �95 op 0" Q FOYER e16QCOLLAR TIES H I BEDROOM 4 3T f 9"-'-3" I I.0 m m IID I �It A-4 -3" 91 f 9"44 _ _ - I E1 I I FLOOR SYSTEM REF.FRAMING PLAN 15 14 1 1 0 14 B �0 3 _ L0 L00 E- BVVEq BUILD W ER II WINDER I o ER LANDING WINDER $ FOYRm I 110 --- ,— 9 NOOK 2 X 6 LAW INC _ _ _ B _ FLOOR 5Y5TEM REP.FRAMING PLAN f 16"O.C. _ _ T _ 6 a D D DROPPED BEAM REF.FLR PLAN 4� o 2 Id APPROXIMATE FLOOR SYSTEM REF.FRAM INS PLAN - _.""_-SYSTE--_--__ _ G AGE GRADE—� LINE OF FLOOR BEAM BEYOND SYSTEM OEYOW STAIR 5EGTION W/ 911 TREAD5 LINE„BEYOND-D REF.FRMG PLANS 1213u �.1° SCALE�I/4"=I'•0" SLOPE NOTE REF.FRONT ELEVATION5 FOR W1WOWW DOCK SIZES AW LONS OCATI . I I , BASEMENT APPROX.GRADE O LJ I 1 1 u BUILDING CEYLON 1B1 ra UILDING CEYLON A W/ 9 TREAD5 �.0 5CALFd/4' "0' 7.o SCALE:1/4"=li.0" o.o m DRAM BY a VAD6 al SATE IDR/00 REV N.1 DATE JCB NUMBER 51261 E1261SEC - SHEET NUMBER 7"00 © COPYRIGHT 2000 Pulte Home Corporotion OF LPI J❑IST HOLE CHART o 0 DO oaaa: Z aaa 7n � - zzz� � =zzz WN "" • _ aaa ;R L aab -0= m Ro °`z z z ;R °`z z z o,'� �'LI 31 3g m a • -- ()H 2 inn wn = Q aQ4' —— LPI REV151ON5 OATEO?/?/1 BY? I f - - o j 4 m - _ ~1.�11 3@ _ w b c n ( 13/ xN w EV TIONS R' 1 -1p3 3 -, 4 oo9V'o � P I-7 0 LPI-20 26 I-J015T ,L 2�B z�' p a =• m M 5E3'-8E6'-IE10 6 14' ry ►.4 op�.'1 5 8 3 .8E 6 -I E 107-6 8 14 _ 281 PART. FD LAN _� I-I B xl I.7 8 xl2 050 RIM 00ARD R F _ ;. :a - o 18-PC5 32i- --n 2 5LALE,14-1- — � 1 II 28 n'N c 2u i� N e i :a iu m n I /4 x II-7/8 LVL MATERIA FLOOR FRAMING LAN\W/ PT. MORNING ROOM 5E3 8E6 1810 6E14 ^ 7 DLET -J -488' 3821' S HANGERS 51MP50N 211 DELE7 HANGERS 4-PG5 ITT311-88 or ITT211.68 SCALE:I/4"=I'-0" NOTE:REF.OASE AN FOR INFORMATION NOT 5Ho 39-PC5 ITT311.88 or 177211.68 MATERIAL: ADD 01ST 18 T-2 8 IB'-2 E 32' g g 4-PL5 MIT3I1 BB-2 or MIT211.68 2 DELETE: I-JOIST I f 28' m m 9 MATERIAL ADDS FJ01572p5'-dp9'-2p 19' ELITE: - ADDS NAN6ER58-PCS 17731188 or 177211.88 ADO: 11-7 8 I-JOI5T 4 8 41'-3 E 39'-I.E 241 1 8 I I'-1 E 81 ADD;RAPNCGSE� RP1c�s m1r�3p a@-z or m17zn ea 2 — APP: 117/B"LVL BI 3 E 14' ADD' I-3l4"K N-7/B�LVL 1 p 25' PART. FON PLAN - ADD: HANGERS 16-PC5 ITT311.88 or ITT211.88 W/ OPT. MA50NRY F.P. @ FAMILY SCALE 1114'-V-0 - NOTE:00 NOT SUPPORT WOOD MATERIAL: ANY LANTI FEVER V FLOOR 5Y5TEM E E: I-J 15 2 E 7 -4 E 3'-2 E 21' DELETE' HANGER5 4-PC5 ITT311.88 or ITT211.811 u a e 11.7/8°LPI-20/16 f 192'o/c-40' 5TARTADD: 11-7/811 I-JOIST 2 8 4'-18 18'-2 8 32' LL ❑ El a, ADD: 11-7/8 LVL 1 E 6 (2-FL FLUSH HDR.) i / H itS{ B=�� 1314°X117/8'LVL ImB �� �"y - It 4' - - yam 4 4 O hiF gP' Sg =D I1 1 lf 11 1 7 7 � 2 5sgo �Bi- m 3 5� %10 - �R w 3 = �- I � ATTACH 1-0 15T TOGETHER BY NAILING 7FRU— WEES INTO 3-2%6X8"RLOC.K51 J0L5T ENO AND WALL i _;aim v� m O 2 4 I-PCII-7/PX6'LVL15ADDEDTO W/ OPT REAR RE-FAG FIR PI ASF MATERIAL SrMUTTNHEDULE 44 I� TIE 1-FL MATERIAL SCHEDULE FOR ��++ SCALE,114V'-1 -7 B L - - A FLUSH HEADER OVER THIS 5117E SY--"•4 FIREPLACE-DELEIE THIS LVL 2 MATER IAL: 4041-2@5-4 -7 f 18 1 @ 5' 6 FOR REAR OR MASONRY FIRE- -4 E B'-3 E 20-I E 32' PLACE OPTIONS 121 I 4"x 7/e' L( z- aus DEL /OIL ON PO r I 2 DELETE: HANGERS 10 PG5 177311.88 or 1TT211b8 rn - = ADD: FJO15T 1 E 6'-3 8 34' x11 7 8 x 2 IM OA D _ (311 /4"x 1 7/0 VL( T.2 SPAM PO ET 7 1p6' 7 019 4 A ER 51 Iq 28-PC5 ITT311.88 or ITT211.88 - Am 4 x 19 184 -2818 -3819 52 2 4kz553 17 I 87Ao4Q2 2 9 � �gH 1 I -- PART. FRMG. PLAN W/ DPT. GAY WINDOW FIRST FLOOR FRAMING PLAN W / ELEV �- 5rLrIr:L0 MATERIAL - Z2 0 // : SCALE'I/4"=1'•17" ADO: HANGER510-PG51TT311.88 or ITT211.88 NOTE REFERENCE FRONT ELEVATIONS FOR WINDOW AND DOOR 51ZE5 AND LOCATIONS. NOTE: 1. REvsED 1aMh000 ADD: I JOIST 4 8 5' 4 8 9' 4 @ 111 DRAW Br. ADD: IPC 0511 RIM OOARD LPI REVISIONS DATED 02/08/01 J12M vAD6 ADD= I-7/8"LVL 8 10' 2-FL FLU5H HDR. RHI JDIST-FASTEN TO EACH _ OATS:IO17/N LOOK OSS 1-1/B•HSH RETNFQRLING EACH SH1E-FASTEN TO JUIN DOUBLE 1-JDIST BY NAILING THNWGH E. JOIN DOUBLE I-JOIST BY NAILING THROUGH WEB 2.4 SQUASH BLOCK CUT l/l6•TALLER THAN THE FASTENING SGHEDL_E I TO 1 PLT FLUSH LVL BENM<SEE _ FLODR JDIST USING 1-ION NAIL PER EACH I-JOIST ON END WALL EACH FLANGE V/IGH NAILS f 6'o/C STAGGERED WITH z-RQWS 81 AT 6'o/-INTO FILLER BLOCK VEIN 2-ROVS 8d AT 6'R/c INTO FILLER BLOCK DEPTH OF THE I-JUIST. USE UNDER FIRST FLOOR DETAIL B FOR FASTENING SCHEOULEI REV No. DALE 2 EACH DE AT BLOCK 1-JOIST OR RIM HOARD 2 DR 3 PLY BEAM SID-3 RDVS B le'R/c EACH ILMINTERIM BEARING WALLS SIDE STAGGERS➢ 3/4'OR LO EACH SIDE I EXTERIOR BETWEEN OSH.CAN PHLS. BETWE OSB.CAN PHLS. S/4'DR 7/B'OSH NOTE:USE SVEBIf FILLERS L VEB IF R USE WEB STIFFENERS DSB SUHFLOIR DECK LOCATION 4 PLY BEAM DNLY:L2'WILTS+FENDERVASHERS BETWEEN EA CANT.I-.HIST BETWEEN EA CANT.I-JDIST SUBFLOOR STIFFENERS IF REQUIRED BY {F REQUIRED BY THE HANGER 3/4'MIR 7/8'DSB THE HANGER MANUFACTURER 3/4.OR 7iW GSH BOTH SIDES-2 ROWS B 2a•o/c MANUFACTURER SUBFLOOR S'JBFLOOR STAGGERED JOB NUNBEA 51261 16' MAX' TO a PLY _ C126ILPIO 4'MAX. VL BEAM SHEET NUMER NOTE:O�B CANT. 3/4.OR 7/8'=e STIFFST DEPTH SAME USE CONTINUOUS •O0 NDTED DN LAYOUT AS FS JOIST-DEPTH SUBFLODR 24'MIN. USE 2xex4'FRLER HLDCK 2x8 FILLER HLK. FOR 11-7/8'SERIES z6 L SO WHERE HANGERS NOTE:USE DBL,SQUASH BLOCKS' NOTE.USE SQUASH BLOCKS IF MG.WALL ABOVE "LITE.USE FOR JOIST 16'DEEP OR LESS _ AT ALL ERG.WALLS L BEAMS UNREINFURCED CANT. ARE USED DILY IF NDTED ON LAYDUT NOTE:USE E.STIFFENER IF NOTED ON LAYOUT TOP NUUNT 1-0ST HANGER SHOWN 1. RIM J❑IST-BAND 2. RIM J❑IST-ENDWALL 3: CANTILVER 4: REINFORCED CANT. S. DOUBLE I-J❑IST 6. DBL. I-J❑IST @ BAY 7. SQUASH BLOCKS 8. DROPPED LVL BEAM 9, FLUSH LVL BEAM C COPYRIGHT 2000 Pulte Home poration OF LPI J❑IST HOLE CHART C-) 00 ED N - zz ;: -z zz a - W N F(Q • °�iaz� °�zzz u. - � a E-1 HH � wz 4 z> O P, normo = W & J - E_ w k. NOTES 00 NOT SUPPORT LANiII.E RANY 7 Rfi.00R 5T5TEIA 2? =b? �+q ^✓I�-� 0 II-710'LPI-20126119.1"o/c 40' 5TART, ta' ca'�di T ___- EI g DB Q DDalk Ct _ 1 o - � 4 '1 S3 I5 e. I zI ❑ zy g w, • 13 IIT' o��sW V/ 050 W& Por I B 4' ` 1 1 S t3 2iu �� 1 tij < P & 3 2 .:Nle QN ✓) m �2__ O a 1X Beer Id B \ .'.., B MATERIAL SCHEDULE O ;Z.4 ELFVAlION5 1 2-3fTr e 1 5 f IT-I 1-I x I- x12 0I _ LADDER WALL'NO RVA5OAR0 I I/s"Rim HANGS or - = m I = a. 3 6 gam° `si SECOND FLOOR FRAMING PLAN W / ELEV . (# II � 5CALE:114'-0-0" 11 II .. wowza NOTE REFERENCE FRONT ELEVATIONS FOR WINDOW AND DOOR 51ZE5 AND LOCATIONS. T H 15 15 F 0 R 9 T R E A D X S 1 /4 M A X. R 1 5E 5 T A I R 5 F -`",� NOTE 2-FL REVI5ED 10/512000 F 5�3 U z ORAHN Br: LPI REVISIONS DATED 02/08/01 JDM vans RIM JOIST-FASTEN TO EACH _ DATE IDA/00 1-i/B'OSB 1-1/8'FSH REINFORCING EACH SIDE-FASTEN TO JOIN DOUBLE OdAT BY NAILING THROUGH WED JOIN DOUBLE Rd AT ',NAILING THROUGH WED 2-a SQUASH BLOCK CUT USE TALLER THAN THE FASTENING SCHEDULE 1 T 4 PLY FLUSH LVL BEAM HSEE FLODR JOIST USING 1-I0d NAIL PER FLANGE I-JOIST ON END WALL EACH FLANGE V/tetl NAILS R 6'o/c STAGGERED VIIH 2-ROVS Htl AT 6'o/c INTD FILLER BLOCK WITH 2-ROWS Rd AT G',"INTO INTO FILLER BLDG( DEPTH OF THE I-JOIST. USE UNDER FIRST FLOOR R OR 3 PLY BEAM.]6tl-3 ROWS f IH'R/c EACH DETAIL B FOR FASTENING SCHEDULE) REV 2 x 4 SQUASH BLOCK I-JOIST UR RIN BOARD INTERIOR BEARING WALLS SIDE STAGGERED 3/4'OR 7/0 EACH SIS AT EXTERIOR 1-t/H'OSH BLJ(G.PHLS t-1/B'OSB HLKG.PHLS. 3/a•QR.]/8.OSH NOTE-OA UWEDRS 6 WEB NOTE,USE WED STIFFENERS OSB SUBFLOOR DECK LOCATION 4 PLY BEAN ONLY.1/2'BOLTS FENDERVASHERS BETWEEN EP.CANT.I-JOIST BETWEEN EA.CANT.[-JOIST SUBFLOOR SRED BY IF REOIDRED HT THE HANGER 3/4•OR]/8.OSB TCTURER 3/4.OR T/H'OSB BOTH SIDES-2 ROWS 1 2a'a/c MANUFACTURER • SUBFLOOR SUBFLOOR STAGGERED JOB WIDER 51261 116'A%, G126ILP12 TO<PLY - 24,MAX VL BEAM SHEET NUMBER ' NOTE-USE WED CANT. STIFFENERS IF RDI JOIST DEPTH SAME 3/41 OR 71W OS8 USE CONTINUOUSNOTED ON LAYOUT AS FLOOR JOIST IEPTH SUBFLOOR 24'MIN. USE 2-8X4'FILLER BLOCK2x8 FILLER BLK. Q,OFOR li-]/B•SERIES 26 i 3DWHERE HANGERS NOTE,USE DHL.SQUASH BLDCXS NOTES USE SQUASH BLOCKS IF BRC.WALL ABOVE UNDTE USE FOR JOIST 161 DEEP OR LESS AT ALL BRG WALLS L BEAMT U . ARE USED ONLY IF NOTED ON LAYOUT NOTE,USE WEB STIFFENER IF NOTED ON LAYOUT TOP MOUNT I-JOIST HANGER SHOWN 1. RIM JOIST-BAND 2, RIM J❑IST-ENDWALL 3. CANTILVER 4. REINF❑RCED CANT, 5. DOUBLE I-J❑IST 6. DBL. I-J❑IST @ BAY 7, SQUASH BL❑CKS 8, DR❑PPED LVL BEAM 9, FLUSH LV20L BEAM e COPYRIGHT 00 Pulte Home C por.ti. OF ~ ^ ' a o ~ w ° ' ~ � w c 00 .00 START 5U3FLOOR E— 0 0" LAYOUT HERE - w CQ 7.00 41 0,1,6 6 k, R 1`3 1/4' T HERE I"'IA-11 1� I PARTIAL ROOF FRAMINQ PLAN ELEVATION 12 @ Et, -,n LAYOU NOTE:REFERENCE BASE PLAN FOR INFORKATION NOT 5HOWN1 ER rPT x II RAF 16 go mg L 11-1 E LAYOUT-Ill PARTIAL ROOF FRAMIN6 PLAN ELEVATION #3 9.00 D' V-31/4" NOTEEREFeREWX 3A5!PLAN FOR WORMA110N NOT51-M TART SUOD ROOF FRAMINQ PLAN ELEVATIQN'.11'%� 5CALE:1/4'-0-0' NAIL OROLIP AW 5TUV WALL. CE LN(J015T SEE PLAN FOR SIZE AND 5PACINO. 101 T! , -------------------- D J. 16" 16" NOTES S! 1.A55UIEO 5NOW LOAD 35 PY.&ROOF DEAD LOAD 10 P5F. ........... (SPLICED TYR) (SPLICED TYP.) 7 A55UMEP PES16N CEILIN6 LIVE LOAD 10 P6F -t- � -------- A`e CONTACT DRAWN05 FOR ALL INFO.NOT SHOWN. IM ------ STUD WALL SEE PLAN 77 � Fo � � � � . � � ' MOLE(TYP) ' 71CEILINO J015T 2 X I E ILI[di 515 3 " in III" I _V-1 /4" PARTIAL 6EILINC7 J015T PLAN TEE RfFeRENICE BASE PLA14 FOR INFORMATION NOI SHOWN DRAW BY, DATE:SMOO I LLUL 5HAMM FnR "I Ej R - ~ �5i I DC 1131/4" 11-All= "a�"�— � � COPYRIGHT 2000 Pulte Horr�e Corpora or Date. ... . . . . . . . . . i "oR,M TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING ,SSACNUSE� This certifies that . . . . . e . . . . �'-�r -!. . . . . . . . . . . . . has permission to perform . . . . . . . . . . . . . C� plumbing in thebuildings of . . . . . . . . . . . . . A � I• at`— Q ♦ . . . . . . . . . .//..l.A-.. . . . . . . . . .. North Andover, Mass. Fee=;, - . . .Lic. No.. . f 5!l? . ` .;. '�t , . ... . . . . . . . . . PLUMB ING08PECTOR v V Check # 6551 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER,MASSACHUSETTS JDat e Building Location Owners Name Permit sz-7 Amount Type of Occupancy New ® Renovation 0 Replacement � Plans Submitted Yes 0 No FEXTURES SiB)�IC 1S1C FIDCR ZD HDCR �t FIO(R 411H HOM SIHFDXR 6MHfm 7MFUM SiS KBM (Print or type) Check one: Certificate Installing C e !L / Corp. r+ Addres Partner. 5 Buslnotg Ttbpholie V' Firm/Co. Name of Licensed Plumber. r /� Insurance Coverage: Indicate Me type Iinsurance coverage by checking the appropriate box: Liability insurance policy Other type of indemnity 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 inforla ' ve -(or ntered)in above application are true and accurate to the best of my knowledge and that all plumbing w1 ons perfo d under Permit Issued for this application will be in compliance with all pertinent provisions of thes Sta ode and Chapter 142 of the General Laws. By: is nse Type of Plumbing License Title Iq6 9 City/Town License NumDer Master ® Journeyman ❑ APPROVED(OFFICE USE ONLY Date................ .............. pOR71� "°0 TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ' ,SSACNUs� This certifies that . '. ..................��. . �Gt ........ has permission to perform ..... ...........`.................. wiring in the buildi�ngpo1f ........ ..... ..... .......�.......... at..J!�'..1 ! i� lf,:�' �. Z.,�l°tljfAndover,Mass. Fee. . ...Lic.No. �-�' f!j....................................................... r1 ELECTR[cAL INSPECTOR Check # �` _6 �� ! 5t , j - Ctfle• Use only ,The Commonwealth of Massachusetts Peralt No. Dcpartmrnt of Public Safety occupancy i rote Checked��f� BOARD OF FIRE PREVENTION REGULATIONS 527 CZAR 12.00 3/90 (leave blank) APPLICATION FOR PERMIT12, ERFORM ELECTRICAL WORK All work to beperiormedin accordance we awchuserts Electrical Code.527 C�jMR 12:00 (PLEASE PRINT IH TNK OR. TYPE ALL INrO ON) Date O -\ O Z —O\-It City or Town Of � � �. ( JS1rL To the Inspector of Wires: The undersigned applies for a'`perait to perform the electrical work described below. 12 Location (Street b Number) Pc'CLt.1'� �' , c, E L.Q �w �__ Owner or Tenant?U I ��Q CSZ tN\.�� 40 1 7,32 6700 Owner's Address 2= e r1 Is this permit in conjunction with a building permitx Yes No ❑ (Check Appropriate M—N Purpose of Building W e Liles k4 O t,-"6 Utility Authorization No. �. �--r— Existing Service -Amps / Volts Ove:lead ❑ Undgrd❑ No. of Heters Newer .�Q Amps_ Q / 24/6 Volts Overhead ❑ Undgrd No. of Y,eters. Number of Feeders and Ampacity '~ Location and N-*ure of Proposed Electrical Work No. of Lighting Outlet`* No. of Hot Tubs No. of Transformers Total i Kv ik No. of Lighting Fixtures Miming Pool Above In- grnd. ❑ grnd. ❑ Generators KVA No. of Receptacle Outlets No. of Oil Burners BNo. of atter Emergency Lighting No. of Switch Outlets No. of Gas Burners FIRE ALAkIS No. of Zonea No. of Ranges Total No. of Detection and g No, of A1r. Cand. _ tons Initiating Devices No. of Disposals Na. of Ileat Total Total pum s ons KW No. of Sounding Devices No. of Dishwashers Space/Area Heating KW No. of Self Contained Detection/Sounding Devices No. of Dryers Heating Devices KW Local❑ Municipal ❑Other Connec tiron No. of Water Heaters KW o, of No. of SignsBallasts Low Voltage Wiring No. Hydro Massage Tubs No. of Motors Total HP OTHER: { INSURANCE COVERAGE: • Pursuant to the requirements of Massachusetts General Laws I have a current Liabilit Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES M NO I have submitted valid proof of same to this office. YES X NO ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE � BOND ❑ OTHER ❑ (Please Specify) Estimated Value of Electrical Work S' /' � (Expiration ate Work to Start Inspection Date Required: Raug (`Final Signed under the penalties of perjury: 11 � FIRM! NAME �IGY`r�PS C �G�O an �L�'LTC►<. �>n LIC. NO, Licensee �To,Y-e.St��f3,1�1(i(��Signature LTC. NO. Address 20 P. J � nY � � 6-44 us. Tel. No. (� Alt. Tel. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does nftvjha4e the insurance coverage or is sub- atantial equivalent as required by Plassachusetts General Laws, hat my signature on this permit pplication waives this requirement. Owner Agent (Pleeck one) � G _ No. PERPIIT FEE S � ` � �� t� 2 Date. � . .': NORTH of TOWN<���°;•;;�,o� TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING �SScNusf� � This certifies that !� � : . . . . . . . . . v ` �has permission to perform . ..� . . . . . . . . . . . . . . . . . . . . . . . . plumbing in the buildings of .r:.�s�.�: ?-. . � . . . . . . . . . . . at 4 U. . 4... r` .�%. . . . . . . . . . . ., North Andover, Mass. Fees . .' .Lic. No/,1. . . . . . . . . . . . . PL BI INSPECTOR Check # i 6 '151 e 0 y • F MASSACHUSETTS UNIFORM APPL ATION FOR PERMIT TO DO PLUMBP (Type or print) NORTH AND VER,MASSACHUSETTS �L�y�� Date Building Locatio 7;&Az1/X61e4.Owners Na e ;;��((�� Permit# ��� Amount � � or/ T n� r e of Occu a �-�'� New Renovation Replacement Plans Submitted Yes ❑ No ❑ FIXTURES ri rA ag BpSRvE'qT 1ST EUxR 21II H10CR Z 2t HDM �I�IOCR SMRUR s>�>EIDCR 7II3FIOCIt I, M FL C R - I 177H I t (Print or type) Check one: Certificate Installing Company Name Corp. Address ❑ Partner. Business Telephone - Firm/Co. Name of Licensed Plumber: 6-& Insurance Coverage: Indicate the type of inplatice coverage by checking the appropriate box: Liability insurance policy Other type of indemnity 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(ore ed)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations pe ed under rmit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts St lumbi a and Chapter 142 of the General Laws. By: 7775NT47303censearium er Title T pe of Plumbing License City/Town License NuMer Master Journeyman APPROVED(OFFICE USE ONLY. ❑ ❑ I I Date.. ....16 DY........ NORTH TOWN OF NORTH ANDOVER PERMIT FOR WIRING Of ,SSACMUSEt This certifies that ...... has permission to perform .....7..........,..�, wiring in the building of .................................... ........ ........... ......................;North'?Zndover,Mass. Fee.`W off,...... Lic.NoA",;.... ..................ELECTRICAL R................. Check # 5474 Commonwealth of Massachusetts Official Use Only Permit No. 11�-1 7V Department of Fire Services Occupancy and Fee Checked ' BOARD OF FIRE PREVENTION REGULATIO'S Rev. 11/99 leave blank APPLICATION FOR PERMIT TO�PEJORM ELECTRICAL WORK All work to be performed in accordance with the Mas chu.4tts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 9/13/2004 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) 50 Garnet Circle job#21129 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❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: see below Completion of thefollowing 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 bove In- o.o Emergency Lighting No.of Lighting Fixtures Swimming Pool rnd. ❑ rnd. ElBatte Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No:of Switches No.of Gas Burners No.of Detection and Initiating Devices ' Total No.of Ranges No.of Air Cond. Tons No.of Alerting Devices No.of Waste Disposers Heat Pump Number Tons KW No,of Self-Contained Totals: I I I Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances Kit Security Systems: No.of Devices or Equivalent❑ No.of Water Kms, No.of No.of 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:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the pains and penalties of perjury, that the information on this application is true and complete. FIRM NAME: Ultraguard Protective S stems LIC.NO.: 1608 C Licensee: Michael DeCosta Signature LIC.NO.: (If applicable, enter "exempt"in the license number line) Bus.Tel.No., 781-937-0555 Address: 18 N Maple Street,Woburn, MA 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 ❑ own is agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ 11>7 ST P V13 Town of North Andoverr� r ' BmUdintg Department I 27 Charles Street North Andover,Massachusetts 01845 (978)688-9545 Fax(978) 688-9542 ,zrQ «. �a APPLICATION FOR gMTIFIgATE OF OCC ANCY INSPECTT41 ADDRESS . b (S�aC N e - e;rG � LOT NUMBER 20/ SUBDIVISION _ d CcS W� DATE REQUEST FILED �6 /��. 16 C/ DATE READY FOR INSPECTION TEN(10)DAYS NOTICE PRIOR TO DATE IS REQUIRED ALL WORK AND SIGN-OFF'S MUST BE COMPLETED WiIHM 7415 TRvIE FRAME.A RE INSPECTION FEE OF TWENTY-FIVE($25.)DOLLARS WU.,L BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNATURE O, FFFIML USE ONLY ROUTING D.P.W.—WATER METER W1 DATE D.P.W.MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIPR TO THE RWECTIQN REQUEST DATE. 94 SIGNATURE/DPW AUTHORIZATION w.y 0 1 SACSiUS .. CE rF E�4T O`F U E` & O�CUP'aNCl Building Permit Number �'� Date THIS CERTIFIES THAT THE BUILDING LOCATED ON- 3 ' S0 11ti e7 - e'!/IC.�� MAY BE OCCUPIEDAS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TOy f�'e /-/am ie S IV-"e, x L, Building Inspector NORTH T0VVn of moo. _ � O L A E y over, Mass., A- G OC RICHE W ICK 7�ADRATED PPS` �2 H BOARD OF HEALTH Food/KitchenPERMIT T D Septic System A// �'f'�' �+s THIS CERTIFIES THAT .......� � 'No..4 k j k BUILDING INSPECTOR/' � "' Foundation has permission to erect............ ............ buildings on 4ofu; � � ,7/` t / G.l r`C 1�• o � c� R ��r R" a /� ark a � to be occupied as :,.................... ................•..............5....... ... A17AC ��.:....................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating tot Inspection, Alteration and Construction of �'`"` — //�/�`0{ Buildings in the Town of North Andover. ���/�� ���Q PLUMBING INSPE RR VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION T TS Rough�De iti Wolff r�ll ..... ..... Service .. ... ..., ........... BUILDING INSPECTOR Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be DoneFIRE D P Until Inspected -and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det.