Loading...
HomeMy WebLinkAbout0159 CENTERBOARD LANE �� 1i59 C TF�o�� L�l' �. ` 1 � TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 273 243 GEOBASE ID 37668 ADDRESS 159 CENTERBOARD LANE PHONE Hyannis ZIP LOT 26 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT NY PERMIT 16490 DESCRIPTION SINGLE FAMILY DWELLING �PMT_#37200) PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANC CONTRACTORS: Department of Health, Safet3 ARCHITECTS: and Environmental Services TOTAL FEES: BOND $_00 Oki CONSTRUCTION COSTS $_00 756 CERTIFICATE OF OCCUPANCY * HAANsrABI.E. MASS. OWNER DUMONT, AILEEN F i639' ADDRESS 276 WEST STREET ED MA'S SEEKONK MA BUI G DIVISI DATE ISSUED 07/12/1996 EXPIRATION DATE BY 7/15/96 A CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED FOR 159 CENTERBOARD LANE, HYANNIS PLEASE RELEASE THE CASH BOND OF $380.00 (SEE ATTACHED DOCUMENTATION) TO: AILEEN F. DUMONT 276 WEST STREET SEEKONK, MA 02771 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 273 243 GEOBASE ID 37668 ADDRESS 159 gENTMRBOARD LANE PHONE HyanfdB ` t ZIP-- LOT 26 BLOCK LOOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 16490 DESCRIPTION SINGLE FAMILY DWELLING PMT.,#37200) PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY -<, CONTRACTORS: Department of Health, Safety ARCHITEC^sy,: • and Environmental Services TOTAL, FEES: �.. BOND $.00 -p�Tt1E CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY +► + * BARNSTABLE, # MASS. OWNER DUMONT, AILEEN F 039• ADDRESS ' 276 WEST STREET ED SEEKONK MA BUILFG IVISIQN BY 61141 ' DATE ISSUED 07/1.2/1996 EXPIRATION DATE �` �. . - � , E. . _ ';.:', _ t: t" .. �: •r IIf �1 X, S � � . . � , _ . . {a � �., �. t}~ ' r � . ' a ".. �-� _ t .' 1 _ J'.buy t` � _! ! � i ' ,.,�•i ' TOWN OF BARNSTABLE, MASSACHUSETTS BUILDINO "PERMIT DATE 19 PERMIT N0. APPLICANT Mr"� i' ADDRESS c -zi f'��i;Oi:E: lik (NO.) (STREET) dL 7 (CONTR'S LICENSE) '�i " - - `• •�3.2." {. . 1 _. .. 2. iP-`•' NUMBER OF PERMIT TO (_) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) i:.ai..'-:.f.:x r :_ a. ZONING AT (LOCATION) DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION ` (TYPE) REMARKS: • :aiv Y.t i.:-:L e .,� �•Lil��'�1 a ;_ZF:'i I'a:•� AREA OR �>> `i•:iii3Yc. __ t; 7..S 11r%`„.',ii0 PERMIT `'�`'•"`_ VOLUME ESTIMATED COST $ FEE (CUBIC/SQUARE FEET) "aul Dumont OWNER BUILDING DEPT-, ADDRESS . By THIS PERMIT. CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS „ 7� � ,r+�7/.ram>..✓��lr� -�TiJ✓ "kT i fisv <✓�l�-� ( G 3 1 HEATING INSPECTION APPROVALS AAFj %ENT BOA OF LTH OTHERMID SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION: I PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. .:�� r 4 �y t I " f l �• � l t f � _ __ Assessor's map and lot number, ..,A%t, ....... �Of TH E r0� � ...... MAST COe�NNL� d itJ I �11c 1 Sewage Permit number ......:..............��1..5........ .... EMUS TADLE, i 1 House number ......................:.:.................................. MU& ............. s000,039 CFO MIN a\ TOWN' - OF BARNSTABLE BUILDING ' INSPECTOR APPLICATION FOR PERMIT TO ....GR1XS.t;z11Qt...a...,$.iX1g1P_... aIY i1y. ..dwa7.lixtg.............................. TYPE OF CONSTRUCTION. ...........wood.. frame .............................................................................................................. January 11 , 19 89 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......L(A...#.2.6...............Cexlterboard...baxlt:.................................HygwX1,i ,9......MA...................................... ProposedUse .......................................................................................................................................................... ............... Zoning District .....F\,.)3...........................................................Fire District .uyaxlrlis...................................................... Name of Owner Capricorn,..Realt....Tru,st Address ....7.6. ...k.a�,ICIRLitk1...�Rai�.,....F� Name of Builder .Franco R...E......Dev. Co,.,Inc......Address ....7.5.5...F.almo.Lith... �QaCI,....Ilyal�n� 5.�....MA Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .....Six .............................................................Foundation ...........P..X............................................................. Exterior Clapboard••,and/,pr,,,$hiX1.q „e5,....•............•.Roofiing ...As.g ha.lt...Shingles...................................... FloorsCareet......................................................................Interior ...,$.elf':atr.Q.CX......................................................... HeatingGas•—F.W.,A....................................................Plumbing ....'Z.W0.-CO.p.Pe.x..................................................... Fireplace ......Yes....................................................................Approximate. Cost ... 50. . .r. .Q....................................... Definitive Plan Approved by Planning Board _______ ____7`3 ______19 Area ..I.0.9.Q...SGq......ft............ Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I -OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ; z Name .. ..... ... ... .. Construction Supervisor's License .... .0 0 9 8 9 ' x � ` � / - . - . + ' No ................. Permit for ..................................... ' \ > --------------------------' ~^ . ` Location ---------.-----..-----.. ^ . . . —,.------------------------ . ^ Owner ----------------------. Type of Construction ............................................. / .................................................:................................ Plot —..-------.. Lot — ---------� ` . . . . Permit 5,onne6 -------------]4 . Date of Inspection .��._---------]A ' ' ' . Dote Completed -----.��,------lV . ' . . . ' . ~ . . . ` ` . ' . ' ' ^ � ' . | - / y -< t,, i rUljrv►w `L—,4-y4A U. '- Assessor's map and lot number .... .. . '...... �, ?yOs,TH E Sewage Permit number .............. .... ...... : BAHHSTADLE, House number .......................................................................... ` y NABS. �p 2639. `00� -0 YPY p'' h TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....GQT15.tJ US,t...a... .............................. TYPE OF CONSTRUCTION ............ ood frame ..................................................................:............................................ .........Janua. ...1.1 j..........19... '9 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location z.....Lot...#.�6...............C.e.11teX.ho.a;'.d...L.a1.1e................................Hy.?.lftni.�; M...... ...................................... ProposedUse ............................................................................................................................................................................. Zoning District .....R-.B............................................................Fire District .....NYArml.'a......:............................................... Name of Owner Capricorn Realty„TrUst......_....Address ...7.6.5...Za.li' utb...Road,.... dVam nis......M,A. Name of Builder Franco..R,E.....1�eV,,,,Cc�,..Ii1C.....Address ....7.16.5...F.aait outl xl...,R.O d,....avrrin.t:n .s.......L�.A. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ........... SIX......................................................Foundation ..........P...c............................................................ Clapboard andjor...sh,i� les............... ....Roofing ...A �halt..SY�inc.I. s................................... Exterior .... FloorsCa7Cpet......................................................................Interior ...a11Pe,txpe}t......................................................... Heating ......Gds—F.K.. ....................................................Plumbing ....'1'.,WQ:-CQ?PnP..Y...................................................... Fireplace ......Yes....................................................................Approximate. Cost ..$5.Q.r.000.,00....................................... Definitive Plan Approved by Planning Board ______ _ a3_________19_ Area ............ Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. /f ' Nam �?'`2 ! ....... ......................, . 7 r 000989 Construction Supervisor's License .,, 4 No ................. Permit for .................................... ............................................................................... Location ................................................................ ............................................................................... Owner .................................................................. Type of Construction .......................................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ..............................*-**"**'**19 Date of Inspection ....................................19 Date Completed ......................................19 Assessor's office(1st Fam Ass&sor's rriop and lot1-2 i""' o�THE to APPLTCf RNWO itA °•, �� Conservation(4th Floor Board of Health(3rd flo C01 � � • JMTO Sewage Permit numbs wiC�� ��� Dom;;�nrc Engineering Department(3rd floor): House number S o r,rAr Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF ' BARNSTABLE c BUILDING -, INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION , 00 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 04 Location ofioq� C�¢ e` t7oZr� �1vC W910,VI-5 " AS& ru cobble S'byUR *� dJ Ile Proposed Use 5� ��• ,:- 0,LC, Zoning District —R C / Fire District ` Name of Owner f�/�eFi [>!?90 Address c� 2CO 60,�.�' Name of Builder' U /C) Address f�r Name of Architect .Vlfv/C( t Uf?!S7 13-SS Address U RSV VIe l2z- Number of Rooms Foundation Exterior - cl 442.4, 4 Roofing G-" Floors ff L )(-p 11/ck-Qlf �i-��� Interior a.!u.L L toA1,L Cry f1yJe,-r, la i Heating ran4 4�7u cit o Plumbing �y 'Co© y Fireplace Gt 'C5 Approximate Cost 2$-0 ®.25 Area Diagram of Lot and Building witi i Dimensions Fee � ��c E attrG l N 7 t` C- N a o6 Q OCCUPANCY PERMITS RED JIRED FOR NEW DWELLINGS I hereby agree to conform to al the Rules and Regulations of the Town of Barnstab regarding the above construct n. g g I' Nam �.Q 2.� Construction Si ipervisor's License- ©0 3 0 I - i d6= No X-2,019--_ Permit For dwelling Location 159 Centerboard Lane ; Hyannis 3 , Owner �� Paul '& Aileen Dumont yt • .3 r - r t • Type of Construction r Plot -Lot - Permit Granted November 3 ;1 i9 94 = Date of Inspection: Frame• ��'/�� 19 Insulation 19 Fireplace 19 Date-Completed ; �� '�' 19 9(P INS J � a � - Si�• • afi'�. rr _ ' f c � c 'TRUSS ENGINEERING CORP. SOMERVILLE [SKI, PAUL DUMONT WO#18310 LUMBER SPECIFICATIONS INDS 1991) MEMBER FORCES FROM LEFT TO RIGHT This truss has been designed-checked (ASCE 7-BB) Top Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 - -2641 1- 8 - +2245 2- B - -317 6-10 -317 for wind speeds of 120 MPH and Height Above 2- 3 - -2373 B- 9 = +1880 3- B - +463 Bt(n Chord: 2X 4 3650f-].5E SPF MSR Ground of 15 Ft. Using Exposure Category: D. 3- 4 = -1663 9-10 = +1BBO 3- -683 Webs 2X 4 Stud SPF _ Bldg. is on the shore line of a large body of 4- 5 = -2373 10- 7 = +2245 4- - 2 5- 6 -2373 5- 3 water, with no objects near to block the wind. 9 B3 6- 7 - -2641 5-10I= 4 ®63 Anchor truss to left brg, for 732# of uplift. No excessive wane, knots or other defects Anchor truss to right brg. for 732# of uplift. Shall cur in plate contact area. O*]X4 continuous lateral bracing `'J 5 attached with two (2) Bd nails 5X5w/spl 5X5w/spEgach member where indicated. Where no rigid ceiling is applied directly to the bottom chord, it shall be braced at intervals not exceeding 10'-0*. 2 1 55X3 X 1.5X3 �E �E 7� Q7 Q 3X6 3X6 3X4 4X8 3X4 3X6(Spl) 3X6(Spl) 6'-5 9/16' 5'-10 1/4' 6'-2 1/8' 6'72 1/8' 5'-10 114, 6'-5 9/16" 9'-5 11/16' 9'-0 5/16' 3T_O 11 9'-O 5/16' 9'-5 11/16' 6' - R=1712 R=1712 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR connector plates shall pe mace from 20 gauge Grace A AS1M IA446-721 Prime, not-01Poed L 0 A D I N G Designer: CJP golvaniteo steel. Plates snail be applied to both faces of truss at each joint. where dimensions are not shown. Place plates symmetrically about the joint or as indicated CRITERIA : TPI Scale: 1/4"=1' oy circles Io1, cutting and feorication snail be accomplisnea using equipment which will produce snug fitting joints and fully emoeaaeo plates. Tnis design assumes that Top Chord 30.0 + 7.0 psf DATE: OB/23/94 the compression too chord is continuously prated by the roof sheathing. Only permanent structural Gracing required of individual members is noted an this Design. Trusses can B t m chord 10.0 p s f Check by: oe dangerous and can cause camapa and personal injury if improperly installed and/or braced. Persons erecting trusses are aovicea to seer professional advice regaroing Total Load 47.0 p s f Version: 6.05 f temporary erection oracing which is always reouired to prevent toppling and aominoing. Bracing shown on this Drawing is NOT ERECTION BRACING. Refer t0:'BRACING WOOD TRUSSES: Duration factor 15.0 % Drawing No. COMMENTARY AND RECOi1MENDATI0NS' as published by the Truss Plate Institute for inoustry standards in erecting trusses. (TPI1 is located at 583 D'Onofrio-Drive. Suite 200. Spacing 24.0" o.C. Madison WI 53719 Tel: (5081 033-5900 TRUSS ENGINEERING CORP. SOMERVILLE [SKI, PAUL DUMONT, WO#18310 LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects Top Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 = -7202 1-10 - +6130 2-10 - +82 6-14 = -1535 shall occur in plate contact area. 2- 3 - -6957 10-11 - +6130 2-11 = -66 7-14 = +2586 Btm Chord: 2X 6 DSS So Pine 19% MMC 3- 4 = -7923 11-12 - +6058 3-11 = +1025 7-15 - +1025 This hip truss is designed to support 8'-6" Webs 2X 4 Stud SPF 4- 5 = -8521 12-13 = +7923 3-12 = +2566 B-15 = -B6 jacks with no webs from one side and 2'-0" (Except as noted below) 5- 6 = -8521 13-IA - +7923 4-12 = -1535 B-16 - +82 span TC/BC split from the other side. T- 3: 2X 5 DSS So Pine 19% MMC 6- 7 = -7923 14-15 = +6058 4-13 = +841 NOTE: (16) = 18 Gauge T- 4: 2X 6 DSS So Pine 19% MMC 7- 8 = -6967 15-16 = +6130 5-13 = -931 NOTE: (16) = 16 Gauge W-.4: 2X 4 #2 SPF 8- 9 - -7202 16- 9 = +6130 41413 = +641 : 2X 4 f92 SPF Where no rigid ceiling is applied W-10 W-10 Load'@ 'Jt li 763 5X3 (Typ) directly to the bottom chord.. it Conc Conc Load @ Jt 15 763 shall be braced at intervals not ADDITIONAL UNIFORM LOAD: exceeding 10'-0'. TC: 74 PLF FROM JOINT 1 TO 3 TC:. 169 PLF FROM JOINT 3 TO 7 TC: 74 PLF- FROM JOINT 7 TO 9 BC: 20 P 6- R .J N3 a1 3 BC: I5� R rF kR 121N ip335T ac 5 C=.{ 6X10 5X6 pl) 7 BC: 20 PLF FROM JOINT 15 TO 9 0 6`,4l 3X4 X4 6X I0 O 3�`L 3 1 Z O8 3X5 1�) 3X5 �o 12 ` 12 7� Q7 3X 12 �15� 7X6 4X8 3XB 4X8 7X6 !04 i 1 12 13 14 15 f 64 5X12(16) (Sp.l) 5X12(16) (So1) 5'-0 7/8" 4'-11 1/8" 4'-1f 1/8" 5'-0 7/e" 4'-0' 5'-3 3/6' 4'-11 1/8" 37'-0 ii 4'-11 1/8" 5'-3 3/8• 3'-9 112' 4'-6" R.3979 R=3979 PLATE; MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR connec tar plates snail be mace from 20 gauge Grace A ASIM (A446-72) Prime, not-dipped L 0 A 0 I N G Designer: C JP galvanized steel. Plates snail be applied to oath faces of truss at each joint. where dimensions are not shown, place plates symmetrically scout the joint or as indicated CRITERIA : TPI Scale: 1/4"=1' by circles (a). Cutting and febrication shall be accomplished using eouioment which will produce snug fitting joints and fully embedded Plates. This design assumes that Top chord 30.0 + 7.0 psf DATE: 08/24/94 the compression too chord is continuously braced oy the roof sheathing. Only permanent structural bracing reauired of individual members is noted on this design. Trusses can 8tln Chord 10.0 psf Check by: be dangerous and can cause damage and personal injury if improperly installed and/or braced. Persons erecting trusses are aaviceo to seek professional advice regarding Total Load 47.0 psf Version: 6.051' temporary erection orating which is always reouireo to prevent toddling and oominoing. Bracing shown on this drawing is NOT ERECTION BRACING. Refer to:•BRACING M000 TRUSSES: Duration factor 15.0 % Drawing No. COMMENTARY AND RECOMMENDATIONS' as published 0y the Truss Plate institute for industry standards in erecting trusses. (TPII is located at 583 O'Onofrio Drive. suite 200. Spacing See above Madison MI 53719 Tel: (608) 833-5900 `TRUSS ENGINEERING CORP. LUMBER SPECIFICATIONS (NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects Top Chord: 2X 4 2100f-1.BE SPF MSR 1- 2 = -4877 1-10 = +4155 2-10 = +93 6-14 = +3212 shall occur in plate contact area. Btm Chord: 2X 6 DSS So Pine 19% MMC 2- 3 - -4508 10-11 - +4155 2-11 - -302 7-14 - -1480 NOTE: (18) SB Gauge Webs 2X 4 Stud SPF 3- 4 = -4109 11-12 - +3B94 3-1 +248 7-15 - +1332 (Except as noted below) 4- 5 = -3741 12-13 = +3549 3-1 -528 8-15 = -957 tf1X4 "T' brace stiffener nailed flat to 5- 6 = -3741 13-14 - +4603 4-12 g B9 8-16 - +823 edge of web with Bd nails spaced B" o.c. W- 5: 2X 4 1650f-1.5E SPF MSR 6- 7 - -5329 14-15 - +5572 4-13I= 10 where indicated by M . Scab must extend W- 6: 2X 4 1650f-1.5E SPF MSR 7- 8 = -6451 15-16 = +6397 5-13 = 62 at least 90% of web length. W- 7: 2X 4 1650f-1.5E SPF MSR 8- 9 = -7508 16- 9 - +6397 6-13 -3067 W- 8: 2X 4 1650f-i.5E SPF MSR Where no rigid ceiling is applied W- 9: 2X 4 1650f-1.5E SPF MSR O directly to the bottom chord, ' it Conc Load @'Jt 14 1625 3X4 6X6 shall be braced at intervals not exceeding 10'-0'. ADDITIONAL UNIFORM LOAD: BC: 158 PLF FROM JOINT 14 TO 9 3X6(Spl) 3X6 (SRilkhough loads are not symmetrically located about this truss, this design has been O3 details symmetrically to avoid the 3X5 pas si ty of the truss erected backwards. i n O Y O 3X5 in = 3X5 12 f 2 C` 7� Q7 SXiZ. COO 6 7X6 7X8 7XB 7X8 7X6 10 11 12 13 14 15 166 5XB(18) (Sol) 5X8(18) (Spl) 4'-9 3/4' 4'-B 3/4 4'-9 112' 4'-2' 4'-2" 4'-9 112' 4'-8 3/4" 4'-9 314' 4'-9 3/4' 4'-8 3/4' 4'-9 1/2' 4'-2' 4'-2" 4'-9 112' 4'-B 3/4' 4'-9 314' -6• 37 i_�fi 1,- AQ766 R-4501 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR connector plates shall be made from 20 gauge Grace A ASTN (A446-72) Prime, not-olpoea L O A D I N G Designer: CJP galvanized steel. Plates Snell 00 applied to both faces of truss at each joint. where dimensions are not shown, place plates symmetrically about the joint or as indicated CRITERIA : . by circles 101. cutting and fabrication Snell be accomplished using equipment which TPI Scale: i/4."=1' will produce snug fitting joints and fully embedded Plates. This design assumes tnat Top chord 30.0 + 7.0 p S f DATE: 0 8/25/94 the compression top chord is continuously braced by the roof sheathing. Only permanent structural orating required of individual members 15 noted on this design. Trusses can _ Bt m Chord 10.0 p S f Check by: dangerous and can cause damage and personal injury it improperly Installed and/or braced. Persons erecting trusses are adviceo to seek professional advice regarding Total Load 47.0 p s f Version: 6.05 f temporary erection bracing wnicn is always required to prevent toppling and dominaing. Bracing snown on this drawing is NOT ERECTION BRACING. Refer to:'BRACING MOOD TRUSSES: Duration factor 15.0 % Drawing No. p . CONMEN7ARY AND RECOMMENDATIONS' as published by the Truss Plate Institute for Industry standards 1n erecting trusses. (TPI) is located at 503 D'Onofrib Drive. Suite 200, Spacing 24.0'� 0.C. Madison NI 53719 Tel: (608) 033-5900 TRUS ERING CORP. SOMERVILLE [SKI, PAUL DUMONT WO#18310 This truss has been designed-checked (ASCE 7-68) f LUMBER SPECIFICATIONS (NOS 1991) MEMBER FORCES FROM LEFT TO RIGHT -f350 f- 6 m +if47 2- 6 -352 5- 7 +745 for wind speeds of 120 MPH and Height Above f- 2 Top Chord:' 2X 4 1650f-1.5E SPF MSR 2- 3 - -1076 6- 7 - +749 3- 6 = +493 5- 8 - -994 Ground of 15 Ft. Using Exposure Category: D. Btm Chord: 2X 4 1650f-1.5E SPF MSR 3- 4 - -341 7- 8 - +0 3- 7 - -701 Bldg.- is on the Shore line of a large body of Webs 2X 4 Stud SPF 4- 5 = -341 4- 7 = -23 water, @�h no objects near to block the wind. Anchor truss to left brg. for 470k of uplift. No excepg4ve wane, knots or other defects Anchor truss to right brg. for 552ff of uplift. shall occur in pl�a�t�e contact area. *iX4 continuous lateral bracing Where no rigid Ce�i�ing is applied attached with two (2) Bd nails O3 d' y to tie b4E4_om chord,, it each member where indicated. 5X5w/spl fat intervals not exc ding - { 1.5X3 m �E Q1 m 12 2O 7� i 3X4 3X9 1.5X3 O B STUBBED 14'-5 3/4" 3X5(Sp 1) 5'-f0 1/4' 6'-2 1/8" 114" 6'-5 9/15' if 9'-0 5/16' 4'-0 1/4' 9'-511/16' 22 -6 114 1'-6' A=1031 R=f031 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector plates snap oe mace from 20 gauge trade A AS1N (A446-72) Price. not-o:poed L O A O I N G Designer: CJP galvanized steel. Plates shall be applied to both faces of truss at each )pint. where CRITERIA TPI Scale: 1/4"=1 ::mansions are not shown, place Plates symmetrically about the )oint or as indicated by circles (o). cutting and fabrication small be accomplished using equipment which Top Chord 30.0 + 7.0 pSf DATE: OB/23/94 will produce snug fitting joints and fully emoedded plates. Tnis design assumes that the compression top chord is continuously brace: by the roof sneatning. Only permanent gt m chord 10.0 p S f Check by: structural bracing required of individual members is noted on tnis design. Trusses can be dangerous ano can cause damage and personal in)ury if improperly Installed ano/or Total Load 47.0 pSf Version: 5.05f • prated. Persons erecting trusses are saviceo to seek professional advice regaroing temporary erection gracing whim is always required to Prevent toppling and oominoing• Du r a t 1 0 n factor 15.0 % Drawing N o. Bracing shown on this drawing is NOT ERECTION BRACING. Refer to:'BRACING N00o TRUSSES: COMMENTARY AND RECOMMENOAT IONS' as published by the Truss Plate Institute for Industry stanoaros in erecting trusses. ITPI) is located at 503 D'Onofrio Drive. Suite 200. Spacing 24.0�� 0.C. Madison N1 53719 Tel: 1608) 633-5900 y- -i `TRUSS ENGINEERING CORP. SOMERVILLE [SKI, PAUL DUMONT, WO#18310 LUMBER SPECIFICATIONS .(NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects Top Chord: 2X 6 DSS So Pine 19% MMC 1- 2 - -7466 1- 9 - +6372 2- 9 - +102 6-12 - +152B Shall occur in plate contact area. Btm Chord: 2X 6 DSS So Pine 19% MMC 2- 3 - -7119 9-10 - +6372 2-10 = -226 6-13 - +1615 3- 4 = -7079 10-11 - +6182 3-10 - +1615 7-13 - -226 This hip truss is designed to support 10'-6" Webs 2X 4 Stud SPF 4- 5 = -7079 11-12 = +7079 3-11 = +1526 7-14 = +102 jacks with no webs from one side and 2'-0" (Except as noted below) 5- 6 - -7079 12-13 - +6182 4-11 = -973 span TC/8C split from the other Side. T- 1: 2X 4 2100f-1.8E SPF MSR 6- 7 - -7119 13-14 = +6372 4-12 = -0 NOTE: (18) = 18 Gauge T- 3: 2X 4 2100f-1.8E SPF MSR 7- 8 - -7466 14- 8 = +6372 5-12 - -973 NOTE: (i6) i6 Gauge Conc Load @ Jt 10 1255 Conc Load @ Jt 13 1265 Where no rigid ceiling is applied ADDITIONAL UNIFORM LOAD: directly to the bottom chord, it TC: 74 PLF FROM JOINT 1 TO 3 shall be braced at intervals not TC: 226 PLF FROM JOINT 3 TO 6 exceeding 10'-0 TC: 74 PLF FROM JOINT 6 TO 8 BC: 20 PLF FROM JOINT-61 #T1OHiAOSetback 0 @) O 0 BC: 61 PL O BC: 20 PL FROM JOINT 13 TO 8 3X4 2X4 6X12 0 7O 3X5 , 3X5 is .� � 12 12 7 3.��2Q1-% 3 if 1Z 1 v) Ito 7X6 4X6 4X10 7X6 2X4 10 fi @ 13 2X4 O 5X12 (16) (So 1) 5X12(16) (Spl) f4 5'-6' 5'-0' 4'-4 9/16' 4'-2 13/16' 4'-4 9/16' 5'-0' 5'-6" 5'-6' 5'-0' 4'-4 9/16' 4*-2i13//1W 4'-4 9/16' 5'-0" 5'-6" 34 -0 R=4135 __j �1 -4- R=4135 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Connector plates snail be made from 20 gauge Grade A ASTM (A446-72) Prime, not-dipoed galvanizes steel. PlateW snail be applied to both faces of truss at each joint. where L 0 A D I N G Designer: C JP dimensions are not snows, place plates symmetrically about the joint or as indicated CRITERIA : TPI by circles (o). Cutting and fabrication shall be accomplished using equioment wnien SC a 1 e: 1/4"=1 ' will produce snug fitting joints and fully embedded plates. This design assumes that Top chord 30.0 + 7.Q psf DATE: OB/24/94 the compression top chord is continuously braced by the roof sheathing. Only permanent structural bracing reouired of Individual members is noted on this design. Trusses can Btm Chord 10.0 pSf Check by: be dangerous and can cause damage and personal injury if improperly Installed and/or oracea. Persons erecting trusses are noviced to seek professional advice redaroing Total Load 47.0 pSf Version: 6.05f temporary erection bracing which is always reouired to prevent toppling end oominoing. Bracing shown on this drawing is NOT ERECTION BRACING. Refer to:'BRACING MOOD TRUSSES: Duration factor i5.0 X Drawing No. C COMMENTARY AND RECOMMENDATIONS' as Published by the Truss Plate Institute for industry g stenoaros in erecting trusses. (TPII is located at 583 D'Onofrio Drive. Suite 200. Spacing See above Madison MI 53719 Tel: 150a) 633-5900 TRUSS ENGINEERING CORP. SOMERVILLE [SKI, PAUL DUMONT WO#18310 LUMBER SPECIFICATIONS ANDS(NDS 1991) MEMBER FORCES FROM LEFT TO RIGHT No excessive wane, knots or other defects Top Chord: 2X 4 1650f-1.5E SPF MSR 1- 2 - -3475 1- 8 - +2952 2- 8 = +69 5-11 - +162 shall occur in plate contact area. Btm Chord: 2X 6 OSS So Pine 19% MMC 2- 3 - -3232 8- 9 - +2952 2- 9 = -198 5-11 = -198 This truss is designed to support 10'-6" Webs : 2X 4 Stud SPF 3- 4 - -2963 9-10 = +2792 3- 9 = +182 6-12 - +69 terminal hip jacks from one side. along 4- 5 = -2963 10-11 = +2792 3-10 = -369 (Except as noted below) 5- 6 - -3232 11-12 = +2952 4-10 - +2730 with sub-girders 10'-6" from each end and W- 5: 2X 6 1650f-1.5E SPF MSR 5- 7 - -3475 12- 7 - +2952 5-10 - -369 2'-0" span from the other side. Conc Load @ Jt 10 1049 Where no rigid ceiling is applied Cgnc Load @ Jt 10 1049 directly to the bottom chord, it ADDITIONAL UNIFORM LOAD: shall be braced at intervals not TC: 74•PLF FROM JOINT i TO 7 exceeding 10'-0'. BC: 20 PLF FROM JOINT 1 TO 10 BC: 220 PLF FROM JOINT 10 TO 10 SC: 20 PLF FROM JOINT 10 TO 7 O 4X8 O 3X5 3X5 O 0 iD 3X5 3X5 0 In 1 4X6 12 12 4X6 • tD7� Q7 7X10 3X4 2X4 10 11 2 2 0 7X6w/spl 0 4'-0. 3'-1 3/4" 3'-4 114' 3'-4 114" 3'-1 314" 4'-0' 4-0' 3'-1 3/4" 3'-4 114' ,_O 13'-4 114' 3'-1 3/4" 4'-0' '-6'1 21 R=2008 R=2008 PLATE: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR 'connector Plates shall be made from 20 gauge Grade A ASIN (A446-72) Prime. not-dipped L 0 A D I N G Designer: CJP galvanized steel. Plaids snail be applied to both feces of truss at each joint. Where dimensions are not shown. place Plates symmetrically about the joint or as indicated CRITERIA : TPI Scale: 1/4"=i' by circles (o1. cutting and fabrication snail be accomplished using eauioment which will produce snug fitting )oints and fully e080ded plates. This design assumes that Top chord 30.0 + 7.0 psf DATE: 08/23/94 the compression too chord is continuously braced by the roof sneatn ing. Only permanent structural bracing re0u2red of Ind lvIoue) members is noted on this design. Trusses can Btm chord 10.0 psf Check by: as dangerous and can cause damage and personal injury if improperly installed and/or braced. Persons erecting trusses are aaviced to seek professional advice regarding Total Load 4 7.0 p s f Version: 6.0 5 f temporary erection bracing which is always eeouireo to prevent toddling and aominoing. Bracing shown on this crowing is NOT ERECTION BRACING. Refer to:'BRACING WOOD TRUSSES: Duration factor 15.0 % Drawing No. COMMENTARY AND RECOMMENDATIONS' as nublisnea by the Truss Plate institute far industry standards in erecting trusses. npu is located at 5B3 D'Onofrio Drive. Suite 200. Spacing See above Naaison WI 5379 lel: 16081 833-5900 —p (a1^.�cv� TRUSS ENGINEERING CORP.. SOMERVILLE Lbrth PAUL DUMONT WO#1831 This truss has been designed-checked (ASCE 7-88) MEMBER FORCES FROM LEFT TO RIGHT for wind speeds of 120 MPH and Height Above LUMBER SPECIFICATIONS MS 1991) 1- 2 - -1320 1- 6 = +ilia 2- 6 = -?e6 Top Chord: 2X 4 1650f-1.5E SPF MS 2_ 3 = -1154 6- 7 = +773 3- 6 - +455 Ground of 15 Ft. Using Exposure Category: 0. 3- 4 = -1154 7- 5 = +ii18 3- 7 = +455 Bldg. is on the shore line of a large body of Btm Chord: 2X 4 1650f-1.5E SPF MSR 4- 7 = -256 water, with no objects near to block the wind. Webs 2X 4 Stud SPF 4- 5 = -1320 Anchor truss to left brg. for 4108 of uplift. No excessive wane, knots or other defects Anchor truss to right brg. for 410# of uplift. shall occur in plate contact area. Where no rigid ceiling is applied directly to the bottom chord, it shall be braced at intervals not exceeding 10'-0". c L O 4X4 O O i.5X3 1.5X3 12 5 � O 12 Q7 2X6 in 2X6 t° Y \ Q v� 3X4 5X5w/spl 5'-0 5/15" 5'-5 i1/16' 5'-5 Si/i6' 7'-0' 7'-C' 2171 VQ it R-960 R=960 E: MITEK FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Designer: "CJP PLAT nct_aipped L O A D I N G Connector plates shall De made from 20 gauge Grade A ASTN (Aa46 721 prime, CRITERIA TPI Scale: 1/4 =1' galvanlzee Steel. plates shall be applied to both feces Of truss at each )Dint. Mnere dimensions are not shown. piece plates symmetrically about the )oint or as indicated T 0 p chord 30.0 + 7.0 p S f DATE: 0 B/2 3/94 Dy circles (o). Cutting and fabrication shall be accomplished using equipment which r will produce snug fitting )Dints and fully eei'addo b by Plates. Btm chord 10.0 psf Check by: the compression too chord is continuously Dracey the roof this design sssuees teat of Sheathing. only permanent structural Drecing required of inOtvioual members is noted on tots Design. Trusses can Total Load 47.0 psf version: 6.05f be Dangerous and can cause Damage and personal 1n)ury if improperly Installed and/Or oraced. Persons erecting trusses are aoviced to seek professional advice regaroing Drawing No. L temporary erection bracing which is always required to Prevent toppling and dominoing. Duration factor 15.0 % - Bracing shown on this drawing is NOT ERECTION BRACING. Refer to:'BRACING HOOD TRUSSES: Spacing 24.0" 0,C. COt1NENTARY AND pECpfiNENDATION$' as DOD119ned by the Truss plate I nstitute for industry stanosros in erecting trusses. (lpI) is located at 583 D'onotrto Drive. Suite 200. Madison NI 53719 let: 1600) 033-5900 Z 001 -',*1/02/94 17:02 V6177277122 DEPT IND ACCID 1*3 7:�d - _-- (f0tn YWnWea& o/ n1a,6,JaC1,t(t-4etb ' aUa��trfinerzf o�,ync�u�fria�,�iccic�e►zf� 600 1/Vaaltinyton,Sfrnet James J.Campbell O6oaton, Vwdachu alhi 02 f f f Commissioner Workers' Compensation Insurance Affidavit (Iltensec/permittee) with a principal place of business at: (Cky/srsteJzfv) do hereby certify under the pains and penalties of perjury, that: () 1 am an employer providing workers' compensation coverage for my employees working on this job. Insurance Company Policy Number O I am a sole proprietor and have no one working for me in any capacity. (- 1 am a sole proprietor,` neral co r h r (circle one) and have hired the contractors listed below who ve the follows ers' compensation policies: =/Vf Co Contractor Insurance Comp /Poli Vz mber /1/�e.� �2Lc%,s1;a 9c(/'ia!/�l/Q �e c�e� 3 620 Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number O I am a homeowner performing all the work myself. 1 understand that a copy of this statement will be forwarded to the Office of Investigations of the DIA for coverage verification and that failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties consisting of a fine of up to S 1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Flne of S 100.00 a day against me. Signed this day of �� 19 Licensee/Permittee ��T— Building Department Licensing Board Selectmens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617-727-4900 X403, 404, 405, 409, 375 A , CUMMONTWEALTH OF iN2A.SSACH USETTS DE1-,= , TVIT—N'T OF I-NDUSTRIALACCIDE TS c— :s< S--]ON INSURL NCE AFFIDAVIT (licensee/permincc) with a principal place of business/residence at: (City/StatclZip) do hereby certify, under the pains and penalties of perjury, that: j J I am an employer providing the following workers' compensation coverage for my employees working on this job. Insurance Company Policy Number ' [ ) I am 2 sole proprietor and havc no one working for mc. O 12m 2 sole propricror, genc,—j contactor or homeowner (circle one) and havc hired the eomraaors lisred bclo, who havc the .following workers' compensation insurer politics: llaxwl I�Zmc of Contraor insur2ncc Company/Polio, Numb r ?�Zme of Contr2aor Insurance Company/Policy Numbcr Name ofConiraaor Insurance Company/Policy Numbcr 0 1 Zm 2 homeowncr performing all the work M, yself. ca-ic dwelling of no-, rnorlc th zthrcc•u u in Milctchotbc borncowccr Jsolrocsiucssonf cc tLc Fr unds a purunstruction ant tbccrc orarcpnotwoa on ` F PP F �) considered to be cmp!cycrs u.ndcr the :,O&crs• Cor:.pcns:tion Act(GL C. 152,scc- IN). application by a borncowncr for a IiCtnSc or perr..it rr::v cvidcccc t^c 1cFJ sur.:s of a: crn:,-lOycr ucdcr the r✓orkcrs'Cornpcnsuion Act 1 understand t}:at a COPY or this stater,,cm wiU be forwarded to the Departrnent of Industrial Aeodenu'Ofricc of Insurance for eovetaTc vcr.fu::ion aad th:; fsi!ure to secure COVC:Ic as rceu;rcd unto Section 25A of MGL 152 czn Jc:d to the imposition of-uiminJ pcnaltics eor.:;scr,F of: nc of-,:: tc 51500.00 anC'/or tnorisonr nt of up to orc)•c. aid c� per,J:ies in the form of: Stop Work Order fine of S 1 GO.00' c:y -•;: ; Signcd this day of_ 'W 19 ' Licensee/purniucc Liccnsor/Purnittot f � s�= r � N N 4 N m ' J 4 S 83'29'S7'E ii,a• 106.88. L 0 T 2.6 N 21•s O� �j O h OQ 2 V 44 0 0 0 e.so h 80.$4 . W �� -Q TOWN OF BARNSTABLE ZONING ZONE RC" I TO THE BEST OF MY PROFESSIONAL KNOWLEDGE SETBACKS OPEN SPACE INFORMATION AND BELIEF THE STRUCTURE SHOWN FRONT - 20• HEREON CONFORMS TO THE HORIZONTAL SETBACKS SIDE - 7.5' AS GRANTED UNDER THIS OPEN SPACE DEVELOPEMENT. REAR - 7.5' PROPERTY LINES SHOWN HEREON OF Mqf WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND DO NOT �REPRESENT AN ACTUAL SURVEY FRANK N ON THE GROUND. , No.29859 oQ THE DWELLING DEPICTED ON THIS ir;r��C►STEBE S�QJ`°a LOT PLAN `C'PLAN WAS LOCATED ON THE GROUND Y' J IN BY SURVEY ON OCT. 27. 1994 AND .� EXISTS AS SHOWN AS OF THE DATE 1017/95f RNSTABLE. MASS. OF LOCATION. SCALE: I'-40' OCT. 27. 1994 THIS PLAN IS FOR PLOT PLAN EAGLE SURVEYING 8 ENGINEERING.INC. PURPOSES ONLY AND NOT FOR 10 Seaboard Lane RECORDING. DEED DESCRIPTIONS Byannt9. dig. 02601 OR ESTABLISHING PROPERTY LINES. ($08) 778-4422 0 20 40 80 PROJECT NO. 94-3/9 y r TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE J JOB LOCATION �� ✓�,/s,s Number Street Address Section 'Of Town .HOMEOWNER" 11�i✓ A Name Home Phone Work Phone PRESENT MAILING ADDRESS �� City/Town State Zip Code The current exemption for "homeowners" was extended to include,.owner occupied dwellings of six units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a- form acceptable to the Building Official, that heZshe shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Depa ent 'nimum insp ion o edures and requirements HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127 .0, Construction Control. HISCS v -► y _ HOME OWNER'S EXEJKpTIO The code states that: Permit is required shallAnY be Aome Owner performing work for (Section 109. 1. 1 exempt from the provisions Of which a building Home Licensing of Construction Supervisors this section Owner engages a person(s) for hire to do such work, Owner shall act as supervisor. j ' Provided that if « rk, that such Home Many Home Owners who use this exemption are unaware that the responsibilities of a supervisor (see A the for Licensing Construction Supervisors Appendix Q �' are assuming awareness often results in serious problems ' Rules and Regulations Section 2.15j . This lack of -Owner hires unlicensed persons. In this casepour1Boarrl acfainst the unlicensed person as it would with our Bo c when the Home Home Owner acting as supervisor is ultimatelyres d cannot proceed licensed supervisor. The To ensure that the Home ponsible. many communities require srPartfully of aware of his/her responsibilities, Owner certify that he/she understands thepre�onsibili application, that the Home On the last page of this issue is a form currentlyP abilities of a supervise You may care to amend and adopt such a form used by several towns. r. community. /certification for use in your I P " v) 4 ; Rou�E LOCATION MAP Sca z +z� - - _ _T � I I LA � I _1 O I v NI u � ll��/, ELF. i �Z •�� —�'-- G� <.'�_ �� C � � ���� of IP,�y,� G G nIV RIiWSCiC B. p. L'1.411P9rtfesd 27634� 4i Y. yr The CSC Group-,Cape Cod Inc Madaket Place 812 Route 28 BENCH MARK USED: 67 ZJ. `'� 9'} Mash pee MA 110C ELEV . a 75 . 68 N . G . V . G . 0264-9 ZONE RC-1 — SETBACKS: (OPEN SPACE) 617 477 2525 FRONT 20 ' SIDE 7 . 5 ' REAR 7 . 5 ' PROF 0SE C A I CTiON FOR SEWER MAIN DETAIL SEE PLANS BY KALKUNTE ENGINEERING CORP . LOT 1745 CENTRAL STHE ET ST OUG11-iTON MA . 02072 BARNSTABI E MASS . (Hyannis) FOR �. A� L� c Crt;�v c i 3�� , a SHOWN ARE I,C 41LE jN1 TO °- ,_.�._. _ � REALTY � RECORD pLA €_ ? E id' RIOUS UTILITY CO �PokNIE AND P�, R IC AGENCIES .AND ARE Al PROXi ATi. 0NIL.Y. ACTUAL L.(ACATIONS MUST GE D ! ff4�: ' {FO It, THE � VTd FIELD. THE CONTRAC TCO � _i "� N�> � I: do7 � � COMP A; � �� �,..=_.�,r � ��� �Ad�C�� 1 OF CC��STRUCTION. THIS V,�`Y25. DON 81' COr:TACTI� G TH L syj S .. . CETN E �r 2 At I WORK AND MA, ERfALS SHALL CONFORM T _ THE OF BARNSTA LE Cs ;t`$ . PUBLIC C►:� CC a U # v� '' 3 e t tC►#sa .: D b ANDJ'R NDATy _ ; ;+. PRIOR. TO ?T" T OF CONST IJCT IO 1 HE C INTRACTOP MUST OBTAIN FROM THE 1 o �eq 1 yy� N S t E S{ E a.R� TIE - IN y •_ r,�' P ,} ' AND�y p �y'�'t ' �q r� `9 PERMIT, � C L L a }i S.�. :': +.. i s". s. r-. A i� is �.. i'l 1 I L. i:'£ 1` �. 9°S 1"s'� 1 € N E..+' A R 0, .�:, O C C,.•� ?4 FILE, NO* DAIC3. NO . u ry •�,'. - � 7