Loading...
BP-54965T O 0 PROPOSED ADDITION 135' x 30' 16xl6 OHD 04. 0 (.0 C-4 n 101-811 FROPOSED NEW T RE AINING WALL 0 0 I I ---- ------ EXISTING--/ WALL Stullu TO BE REMOVED RETAINING WALL 25P-091 li I, 1 PR kDDITION 11 OPOSEDI I II II I Li I II I I 1 ,I �I , ILLJ 1 Ill 10'-0 - FINISHED Ol MAIN Tis I AOFA, r) MAINT. PRAYBOOTH 26GA GALVALU METAL ROOF ACCESS DOOR "PBR" PA WITH 6" VINYL III SPRAYBOOTH MAIN FACED FIBERGLASS INSULATION ONTROL PANEL IF A 3070 ISTING WINDOWS LITTER IIIIII III III It MOVED TO EXTERIOR WALL (TYP. 3 PILS) RELOCATED SPRAY BOOTH ......... rc) PROPOSED ADDITION 1 1 -! 1 1 1 '--, i w c) EW SPRAYBOOTHS �E 04 ITH DOWNDRAFT PIT SYSTEM 16-o"X1Ill 151-001 SPMYBOOTH at STYLE DOOR s J-1 rEXISTING WINDOW 16-0-1 (TYPE 8 FiLS) SPMYSOOTH 10,-o"l STYLE DOOR FINISHED OPENING wiNnnw i 3ll PROPOSED ' ADDITION WINDU A 7— A I WIND -OW NDOW I WIND W: Wt 0,0 E LO TE VrE R L PL NORTH ELEVATION �SC�ALE- 11�8=1'—�Cr� 26GA METAL WALL "R" PANELS WITH 4' VINYL FACED FIBERGLASS INSULATION E XIS TI N G BUILDING 7`77 7 11flil I I 00 c:) Ld1 II C14 II I (0 PROPOSED ADDITION 0 0 if lo,-O,, C/) 251-011 Ln 25-o" 25-0" < 151-019 0- L 135'-0" 0 1501-0" V) z LIJ 3 0'-0" PROPOSED ADDITION ry 0 /----\FLOOR PLAN 0 SOUTH ELEVATION IIIlIIll­�SCA�LE-1 /8'= 1 l—O' V) C:T)I I II I I i I 1 L , 1 I � I I i I I I ( I I I I I I 1 I 1 I f I. , . I I I I I I I I I: : I I II I II I I. I i ry I.H il ifI l! II'I I I EXISTING B ILDING'I I I :. I: :. :. , :. .: ;! 11 i I I I i I 1 I I I , I I I I C I. I ) 0 ry 04 .1 :. ,. 14 I I f > 0 F 0 r < LLJ F— if CID I ...I LI :I I; II „ „ I, III I: ,, II I. C IC ,: ry 0 I. ��II EXISTING BUILDING1. II 1; i� 1� II i EXISTINC BUILDIN Ul bTZ:)ILM LLJ I 1IIII cn ) WEST ELEVATION WEST ELEVATION 1/8"=1'-0" FILE Cnoy III II. III colmr, r,4UCTION r,*NTP-10L 00 ` I_ , 'I II Sec.116-0 l 0 LLI LLJ CIIJ cf) II III, � I I Ii I :III z I II I II I,I?I,, II II < DEC 0 3 2008 2:10 II I,II I I1II I III II i fIII III 0 n I -- -I I 0 < iI PROPOSED ADDITIO i 1 I I rr- I II II I. II Im z LLJ V) IfO i 1 Ow , I � 1 I 1► I I i I I I I I III { I III ,,57< 0 ui NOTES: LLJ LLJ z l g6 < > 1. ROOF LIVE LOAD 30 PSF 0 0 0- 0 C/) cr- WIND LOAD 90 MPH, n In 2. METAL BUILDING TO BE MFG By < USA (UNITED STRUCTURES OF DRAWING NO. AMERICA 1NC.) HOUSTON, TX 1.1 EAST ELEVATION SC�ALE- 1�18-=V�—O' 11/12/08 ..4 /� Ow & NOTES. , PIER z � , a• P 87.5 �, , W & � _ f ( I 1. ALL WORK SHA g W � _ ( LL BE IN ACCORDANCE WITH MA. ,�, , c. N 87.5 I i � � p BUILDING CODE 6TH EDITION. ,. r7 0� - .-I I 5 I I =---- ----------------- J - - - - ------ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2. FOOTINGS SHALL BE PLACED ON DRY UNFROZEN SOIL. r- -1 r -1 I � 1 rn _ _ - = E THE BOTTOM OF THE EXTERIOR FOOTINGS SHALL BE r I I , 5 - ►•� d- - I .I I A EAST 4 T L 0 BELOW THE OUTSIDE GRADE. a- AA t p i , A i 7 x �• -. o I _ I 17 :: �• � 4. i _ I i o .. 3. ALL CONCRETE SHALL BE QUALITY 1 Q L TY CONTROLLED CONCRETE i --- --- I 1.,r. I Z_J t 1 I _ I OF NOT LESS THAN 3,000 PSI COMPRESSIVE STRENGTH � �, � $ i 8 11 A 111 o I I . ► -I . I AT 28 DAYS. `� a RIDGE E .=87. I a A I PIT B L ( I I >.. €, o i NC LAB REINFORCED _ _ _ 4 CONCRETE S ._ _ 21 LT 2 A - - - ;: I L - 4. ALL REINFORCING BARS SHALL B OF Nr y ;, -I - FL.EL.=87.5 w/sx6-W1.4xw1.4 W.W.F. I r -� 6 f LL E NEW BILLET STEEL ; .H + " ON METAL DECKING I t . > `«S I-i I 5 CONCRETEsLAB REINFORCED I 7 I I I . I CONFORMING TO ASTM A615 GRADE 60, PIER TIE - 4XW1,4 W.W.F. . - 7 I F� `fit rj W 6 X6 W1. ; > ON COMPACTED GRAVEL i REINFORCING MAY BE OF GRADE 40. a� N PIT FLOOR EL.=84.8 I ( w i Iq o _ 4„ CONCRETE SLAB REINFORCED - _ 2 5. WELDED WIRE FAB RIC SHALL CONFORM TO ASTM A 185.w/sxs-w1.4xw1.4 W.W.F. 2 i " I I i ON COMPACTED GRAVEL I I 1 � ( I i 15 -0» _ �' I i A 11 • L - I` -- - - - J i i 6. TYPICAL REINFORCING AT OPENINGS, WALLS, SLABS AND AA STEPPED FOOTINGS W _ STE OTI GS SA CUT JOINTS AN A G J01 S D CH MFERS SEE L - 1 -1 H 1T 1 � SHEETS HRU 8. I - i L I ___ 1 _ # # .__ SuLm 1 7AlBOLTS LL BOL SHALLBE A325. 4 � 7 WITH 1 LONG WI 3 7. HOOK AND 3 PROJECTION. ow & 87.5 16'-10» 4, -1 8. FORM OUT OVERHEAD DOOR OPENINGS &FILL JAMBS WITH CONCRETE. 25 _0 25 _p 25 0 FOUNDATION PLAN 135'-0" 1 L 15'-011 ' SCALE: 1 j8"=1'-0 1 150'-0" 51 3- 6 DOWELS EACH FACE # w o-IER=87.5 INTO FTG W/#3 TIES 4 _ TOW & T » „ „ _ 3 -� 4x4xY„ ANGLE S a B.O.F:=83.0 ® 12 O.C. 2 2 „ » » ® PERIMETER Q o „ „ _ 4- 6 DOWELS vERT. INTO FTG 1 -8 8 8 FL.EL.=87.5. FL.EL.=87.5 0 3'-0"x3'-0 x12 FTG = " 1 oo OUTSIDE FL.EL.=87.5 _ FL.EL.=87.5 F8- 8„ 8„ WITH 4-#5 EACH WAY J00. = FACE W/#3 TIES 12- O.C. ! r - X p BOTT• d ; 00 (HOLD BASKET 8 x8) I i 1- 5 ® 12" O.C. . . „ = s rn = „ 3- 6 DOWELS Eli I ''� 3- DOWELS EACH -.- „ 12 o d- 00 TOW=87.5 = 5 DOWEL VERY. ;� (CONY. ®PIT WALL) 2-N4 AB I ) 1 - 12 FACE INTO FTG W/#3 co c� 12" co FACE INTO FTG W/#3 " 00 c0 co 1- 4 CONT. »I , B.O.F.-83.0 TIES ® 12 O.C. 1 TIES ® 12 O.C. INTO FTG 12 O.C. I i „ c0 I i - 1 CONY. WAIL .. .. 12 I - TYP. 3 PLS � _ B M .. A 2 3 �/ a 6 4 PIT EL 84.83 r•7 .. 4 AB �- �t e i °0N - i 4- 5 DOWELS _ 4 - ,�, 12 " EACH WAY BOTT. " 1- 4 CONY. o - 4 CONT. OUTSIDE OO J G -j FACE N N (X2) (X2) Z 00 TOW & PIER=87.5 1 2- 4 CONY. C N 4-#4 CONY. 3' 3" B.O.F.=83.0 2'_0" I 2' 0" G N 4_ 6 D WELS VERT. 445 EACH WAY , „ „ „ > » „ „ , » - - - „ - AY " INTO F IG W/#3 4 -0 x4 -0 x12 FTG 4 5 EACH W 8 2- 4 " 4 0 8 12 1- 4 BOTT. BOTT. 1- 6 16 8 8 6 8 8 2- 2 8 w 31-01) TIES C 12 O.C. WITH 5-#5 EACH WAY EXISTING BUILDING " " /y BOTT. 1_ 4/ 3 0 3' - 6%„ 1.1 1.1 5.1 5.1 5-PLACES G 1-PLACE SECTION 5-5 SECTION 8-8 2-PLACES SECTION 2-2 SECTION 11-11 EQ. DISTANCE EQ. DISTANCE i a v� v 346. . DOWELS EACH o w - 4- 6 DOWELS VERT. INTO FTG o w FACE INTO FT, W/#3 W 3 TIES ®12" O.C. _ TIES ®12 o.c. /# " FL.EL.=87.5 (HOLD BASKET 12"x12") 3" 3„ o FL.EL.=87.5 FL.EL.=87.5 T_ _T 3'-0"x3'-0"x 2a ' FTG• X W/4-#5 EAeI� WAY 3- DOWELS EACH Y» 4• CONCRETE SLAB REINFORCED p0 OUTSIDE " W 6X6-W1.4XW1.4 W.W.F. BOTT. J rFACE o " ABry 34DOWELS EACH 1 2» FACE INTO FM W/#3 ISOLATION JOINT / ON METAL DECKING 0 o 4-�/4 2' X 2 -0 RIGID - FAIL INTO FTG W/#3 TIES ®12 O.C. : •Y r CD I`7 CO .. c0 INSULATION c0 �° i � IN r �,.. TIES C� 12 O.C.LLJ In 1- 5 ® 12 O.C. 8• C-CHANNEL > d 3'-0"x5'-O"x12 FTG. �J = "d- ►� (CONY. ®PIT WALL) 2- 4 CONY ~ J - - I I W/#5 ® 12" O.C. 4' C-CHANNEL o z m -- I t0 M I 2-3/4" AB EACH WAY BOTT. (X2) I p -r 1211 I o N N • 2- 4 CONY. N 4•0 PIPE COLUMN N "� 0 O W &PIER=87.5 TO to 5 B.O.F.=83.0 A„ Q 0 „ „ TOW & PIER=87` 8 - - » „ , - „ 5- 5 EACH WAY „ , _ „ „ „ » 4• jsxs-w 4xwi 4F w w > • • .. - Q 8 B.O.F.-83.0 4 5 DOWELS 8 20 1 8 BOTT. 4- 5 EACH WAY 8 2 2 8 8 8 8 = C� c� EACH WAY BOTT. , , „ „ , » „ .: - "...^:. J ON COMPACTED GRAVEL : " .' ': •s 4 :� c W 2-Y/4" AB . 1 - 6, 1 - 4 8 1 - 6, 1 „6 4, _ 0„ 3, _ 6%„ 2 0 3'x5'x12• coNc.' arc 2, 4„ 3 -6 I 3 0 W/ l5 012• EACH WAY G 5.1 1.1 BOTT. Q SECTION 3-3 LLJ 5.1 1 -P E 1-PLACE 2-PLACES SECTION 6-6 SECTION 9-9 DETAIL 11 ©- L A�E FOUNDATION DETAILS SCALE: 1/2"=1'-O" w ow 4'-0"x4'-0"x12" FTG 1 3- 6 DOWELS EACH FACE Z 00 W'TH 5-#5 EACH WAY 6„6, VERT. INTO FTG " BOTT. W/#3 TIES ®12" O.C. p HOLD BASKET 12x15 » _ 2-Y/4" AB » ( ) 8 1 FL.EL. 87.5 _ FL.EL.-87.5 _ L. 4„ -1 7 11 4- 5 DOWELS FL.EL.=87.5 i� i 1- 4 CONT. CD PIT FLOOR p \ Z z 2 2 EACH WAY BOTT. 3„ 3» „ (TYP. 3 PLS i EL=84.83 ' ' Q o 0 CO » » I I 4- DOWELS 12 - (2'-8" B.F.F.) I- " � 1 " I (CENTERED ON LINE J) --- I INTO FTC W I 3- DOWELS EACH ' f - � � Q ootd I o TIES ®12»/O.C. FACE INTO FTG W/#3 _ I 1 4 CONY. Iry cv I _ C0 » 12 p _ (TYP. 3 PLS) 12 0 W v-----� TIES ® 1 2 O.C. ► c0 G -00 In _ _� 2--Y4" AB i� I 1- 5 ® 12" O.C. j N 1- 5 ® 12" O.C. �- O W Z 00 - -- - (CONT. ® PIT WALL) (CONT. ® PIT WALL) W W z 0 TOW=87.5 " 2- (X2) CONT J Q W W ST G _ , „ 5 0 12 O.C. Q :4-14.. 83.0CV B.0 F (V3 6 DOWELS EACH U I Nm , CONY. 3 - 0 EACH WAY BOTT. • FACE :NTO FTG W/#3 DROP TOW 6 74" TIES ® 12" O.C. „ , „ „ 5- 5' EACH WAY 1 8 2 -2 8n „ , � 4- 5 EACH WAY „ „ , » , „»8 20 0�6 8 BOTT. 8 8 1 -10'� 6 8 0Tow &PIER=87.5 2' - 0" 2 - 0 3, _ 6„ 18" 12 1 - 4 BOTT. ,, Q E.O.F.=83.0 , » 3,-0„ 4 =4'� 4 -4� 4 --0 DRAWING NO. 5.1 1 1.1 1-PLACE 1-PLACE SECTION 4-4 SECTION 7-7 SECTION 10-10 SECTION 1-1 04nlioe i 1 n' — 9;4' TOW = 86.5 ETTS rf Z Q Lo ts W co x c� GO �e 5 5.1 h I r 6 -11 5,_4„ 3,_4„ 1'-4" „ 5 5.1 a 10 2 1 p _p s , y�r� `,a1 n $4 O Tow = 87.5 i 3,_3,, 6 --11% 5,_4„ , �.., DROP TOW 6 B.F.F. 3 —4 1 —4, SHADED AREA _ .4,. r; J " " '`� h �.. :s .. `i,.. .�..fi.. 00 Ole 4. ,s d. ,.. yyuu o J <' " I • TOW — 87.5 - i _ • — DROP TOW 12" • • • • • • . • �p . • TOW = 86.5 • 10 —5 6 4 -1-'4; 1 —4 w 90 o a .. its " PIT BRIDGE EL.=87.5 4 CONCRETE SLAB REINFORCED O i N W/6X6—W1.4XW1.4 W.W.F. ' ON METAL DECKINGLO en �; • I, f • 17,_4„ . 2-2 o 9'-8" 7,-8„ HOC' I • 8,-8„ z VX 0, (i • Cf I L,i I " O CD �# CD IT .EL.=84.83 (2 -8 B.F.F.) ., CONCRETE SLAB REINFORCED .. o W/6X6-W1.4XW1.4 W.W.F. i FPIT BRIDGE EL.=87.5 w ON COMPACTED GRAVEL co " CONCRETE SLAB REINFORCED I 1W/6X6—W1.4XW1.4 W.W.F. N CON METAL DECKING 3 0 r — J < z • • 0 Z • w (� O c3 Q w a 1 . O �F_ TOW = 87.5 F-1 0 J I DROP TOW 12" d • TOW = 86.5 I< LLJ I i " i 6%8 z CO 00 Ln SPRAY BOOTH; I O _ EXTENTS 00 Q \ � J O Q W /IF (D LLJ 0 QQ�w� 0o�o< PIT WALL LAYOUT P17 BRIDGING LAYOUT SCALE: 1 /2"-1'-0" Q SCALE: 1 /2"=1'-0" DRAWING NO. Fen 2 1 i SEAL MUST BE SIGNED AND DATED TO BE VALID HYDRAULIC CALCULATIONS =I EAST COAST INTERIORS LEDGEWOOD BOULEVARD DARTMOUTH, MA FILE # 2-257 DATE: 10/30/02 DESIGN DATA: OCCUPANCY CLASSIFICATION ORDINARY HAZARD GROUP If DENISITY .18 GPM AREA OF APPLICATION 2500 SQ. FT. COVERAGE PER SPRINKLER 100 SQ. FT. SPECIAL SPRINKLERS HOSE STREAMS 250 GPM TOTAL WATER REQUIRED 723.89 GPM INCLUDING HOSE STREAMS NAME OF CONTRACTOR F.S.S. AUTOMATIC SPRINKLER CO. INC. NAME OF DESIGNER JAMES N MCHUGH FPE ADDRESS 96 RESERVOIR DR. ROCKLAND, MA 02370 AUTHORITY HAVING JURISDICTION DARTMOUTH FIRE DEPT HYD CALCULATION # 1 CALCULATION # 2 CALCULATION # 3 _ Hazard Class. ORDINARY HAZARD GROUP lI Hazard Class. System Type WET WET WET i 1 S GPM GPM GPM Calculated Area 2500 SQ.FT. ro Area per Sprinkler 87 S .FT. I Demand GPM@ Psi GPM Psi GPM@ Psi FLOW TEST INFO: Firepump: GPMO Psi Date: rime: Test By: Location: Orifice Size No of Outlet Pitot Press Psi Static Psi Residual Psi Flow GPM 1 U G Pi e: 1 65 55 1244 00 2 Ft 3 SAFETY PSI General Notes: This drawing is intended to show the general arrangement and extent of work to be done. The locations given are approximate and are subject to modifications as may be found necessary to meet any structural or job conditions. The fire protection contractor is to visit the job site to verify all dimensions and job conditions. All pipe dimensions shown on this drawing are approximate and the fire protection contractor is to verify all dimensions. All work to be comply with the Massachusetts State Building Code Sixth Edition and the latest NFPA #13 Standards. All pipe 21/2 and larger to be schedule #10. All pipe smaller that 21/2 to be schedule #40. All hangers and attachments to be as per the latest NFPA #13 standards. Sprinkler head temperatures to be as specified or verify with job conditions. CONTRACTOR: FSS AUTOMATIC SPRINKLER CO. INC. ADDRESS: PO BOX 3116 PLYMOUTH MA REVISION DATE DESCRIPTION BY IMPORTANT TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER PIPING, OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS WHERE SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI —FREEZE SYSTEM. SPRINKLER SCHEDULE & LEGEND SYMBOL SPRINKLER DESCRIPTION ORInCE I 'K" TEMP. I FINISH I QTY. 0 TY--4811 SR UPRIGHT 1 2 8.0 165 BRASS 49 ® TY-3311 SIDEWAU 1 2 5.6 165 BRASS 1 HEAD CAB'T & WRENCH ES),PROVIDED_ TOTAL COUNT THIS SHEET _m FreAcod Design Software J B ENGINEERING 96 RESERVOIR PARK DRIVE ROCKLAND, MA 02370 781-871-8277 J B EtE NOTE: AS PER NFPA-13 SECTION 13.4.2.2 SPRINKLERS PROTECTING SPRAY AREAS AND MIXINGS ROOMS SHALL BE PROTECTED AGAINST OVERSPRAY RESIDUE SO THAT THEY WILL !UICKLEY IN EVENT OF A FIRE. iF COVERED, CELLOPHANE BAGS HAVING 3S OF 0.003 IN. OR LESS, OR THIN PAPER BAGS SHALL BE USED. SHALL BE REPLACED FREQUENTLY SO THAT HEAV`' DEPOSITS OF RESIDUE CUMULATE. .1A 4 PRESSURE GAUGE--.- e FLOW SW TT -'�--4' TO ROOF SYSTEM -+-2% TO OFFICE A« 2 DRAIN VALVE -z' PIPE TO EXTERIOR p_e:KFLOW PREMIER CONTROL VALVE W/ TAMPER SWii'CH — GX4 RED. ELL .. — r U.G. SUPPLY C'e? C CHECK VALVE - EXISTING BACKFLOW PREVENTER & SPR''INKLER RISER NTS PPLY 0 21/2X21/2X4 F.D. CONN. ELECTRIC BELL EAST COAST INTERIORS LEDGEWOOD BOULEVARD DARTMOUTH SPRINKLER SYSTEM F-S S AUTOMATIC SPRINKLER CO. INC. PO BOX 3116 PLYMOUTH MA - --HDLT AND WT THREADED SM BEAM BRACKET ALL THREAT ROB �! ADJUSTABLE RING HANGER %R•Z PURLIN CDNSTRUCT1DN MEWED _CBE BEAM HANGER COLx 151 NUT F PY DEC 0 3 2008 JAMES N. MCHUGH NORTH DESIGNER TRACY BJORKLUND SCALE 1 ' = 1 /8 CHECK BY JAMES N. MCHUGH FILE NUMBER 8-255 APPROVAL DARTMOUTH FD DATE 20-11-2008 DRAWING NO. S�—'I so r PROPERTY LINE EXISTING CONTOUR EXISTING GAS MAIN w_...._.:.,.� _. _._..,_._.-��...._ EXISTING SEWER LINE EXISTING DRAINAGE LINE EXISTING CATCH BASIN EXISTING DRAIN MANHOLE EXISTING WATER MAIN®_ EXISTING FIRE HYDRANT s , ; EXISTING WATER GATE VALVE EXISTING TREE LINE A-60 A-59 r- S 21.4�,1,E EDGE OF BORDERING ' VEGETATED WETLANDS 882.23 VEDGE F BORDERING WETLANDS BUILDING ENTRANCE (TYP.) EXISTING NUMBER OF PARKING SPACES A-36 A-35 A-34 �A-37 PROPOSED TREE LINE �'''i r' .______._� »� �� T 84 PROPOSED CONTOUR n_A� ;0' �- _ __ LOT A AREA w til Qcn r ; o I I w o ------------ PROPOSED ADDITION E XISTIN t I WALL SE CTIOW---/ RETAI NING WALL TO BE REMOVED - - - - - - E „ 25 -0 25 0 25 0 10 0 25 0 * 25 0 ' 135 -0 " � � � 15 -0 150 -0" L LAN 6 Z 4 5 5.1 o 30 -0 PROPOSED ADDITION w 0 z 0 0 N WEST ELEVATION SCALE: 1 /8"=l'-0" J G ,-, QUTH ELEVATION 77 LLJ O e 0 � Q o � 0 o Z co O cn Q F- 0 D Q U J0 t, 7 Q L.LJ z' 0 o v=i o 9� Q o LiJ z NOTES, w w Z o I- w CL 1. ROOF LIVE LOAD 30 PSF, U o p Qf WIND LOAD 90 MPH, O CD p n it 2. METAL BUILDING TO BE MFG BY Q USA (UNITED STRUCTURES F DRAWING NO. AMERICA, INC.) HOUSTON, T\ 1.1 04/'2,/U RECHARGE TRENCH STORAGE VOLUME ROOF DOWN SPOUT (TYP.) PIPE - 130 LF 12-� PVC - 102 CF STORAGE BUILDING \ TRENCH - 2'x4'x130 LF = 1040 CF-102 CF = 938 CF ADDITION 938 CF x 0.40 VOIDS = 375 CF TOTAL STORAGE 375 + 102 = 477 CF 2" WASHED PEASTONE RECHARGE 1 "/HR x 4' x 130' x 12 HRS= ;520 CF RECHARGE + STORAGE 997 CF � 6 0 � 01 o O o 2' 100 YEAR STORM ADDITIONAL DIRECT RUNOFF = 2.8" 00 12"yo PERFORATED �, Q_o_ A� RUNOFF VOLUME = 2.8"/12 x 30 x 135' � '945 CF PVC SET LEVEL 4' ROOF RUNOFF RECHARGE TRENCH NOT TO SCALE 1 x1 PINE STAKE 3' WIDE "GEOFAB" ( 3' long ) SILT FENCE FABRIC ( or approved equal) I i I 24" I 6" 1 TOE -IN BOTTOM 12" '12" OF SILT FENCE + s^ '�` SILT / EROSION CONTROL FENCING. NOT TO SCALE 0' 30' 60' i 90' J dh a v � . u. u . C -� 0 (/) z >i O G O 00 a� o Q cn t� U N w U z w u. J Q Q' C O A5 a v� � 0 a 0 0 o Q •� w z a a w w a d 00 0 0 N ' n d z 00 o O N ''^^ !!nn wil N a 0 0 .- z v, v,I ° ° • U Z NO Q J C) �_ M Q F-- Q 0= Z w � o m F- J Q (.0 LjLj `.� V 0 W �1 0 �t ci E0' �_ N O Q � U � � N h r� Ur (b co W o0°'0 E " v� °00 C m m w C _C W (L C C = U Acad No. DAR 08-4206 SP.DWG File No. 08-4206 VVi Q J Q It C) C V a •3 � LLJ V -o 0 c o Icn j V p Q N OO VsN� M� Lj c « rn o H r= 00 Mrl to o 0 c 'c m m c p� t5 0 c m c E=!�to c •� o W CL v t, c °' �.I � O O QI U7 O —a Q N s L �� ®�` i ` f' �--v A-1,s A-14 A-20 CATCH BASIN �,, A-9 , A-12 ` A-1 5��, CATCH BASIN 19 A-10 A-11 F&G=92.63 >l 531.80' i N 15'40'S2" W LOCUS A F' LEG E; N D SCALE: 1 "=800't PROPERTY LINE ' x _ 8 EXISTING G GAS MAIN #S SEWER LINE EWE NE f a D DRAINAGE LINE f CB o ii eda,� CATCH BASIN �, '✓ DMH o DRAIN MANHOLE r : W WATER MAIN a ; HYD per US FIRE HYDRANT 3 i,► WG WATER GATE VALVE S 2 kt TREE LINE NE .; BUILDING ENTRANCE { NUMBER OF PARKING SPACES A-60 �- f EDGE OF BORDERING VEGETATED WETLANDS _�v w a f x S s 0' 30' 60' 90' toll - Zy cr) � l.E. [.=ia g.: cf) � z 11) �y� �i CL Q � t U c O a aNi p t-- c o z Q to Q Q 3 0 a W O � v I uJ 0 r � r W 0 0 © N �. Ii 00 o c7 ca N z o o I Q Q l % O � p Q c i a U Z w U) 0 cn O CE Ld _ ~ Z W Z O mQ L� V) z O� Q O 0 0= w 0 z W 0 0) C14 to� Q N � UO � N � v H Ewe O) ° O C m .cn L c m� 2 � C w 0. 0 0 333 Acad No. DAR 08-4206 EC.DWG File No. 08--4206 00 �� z U-'a ,- D cv y� vI00fr �_- � C)w m' 0 Li IL Ofw c`=, m - , Q 'C 0 x ZtD � Of Y- a m z' ¢ M W W m I z(ZlIAJry,¢ w V -1d V) m ' co J o 'C) Q Li 0 Z o ?' k a jai tl a W Q1-I--mz a 13 Z ry Y 0 Of D 0 0 ry (J� L-Li C/) ry (0 i© o n n ¢ S +1 N C) C)Go w� x0 Q NQ Q ism rtp OZ aW m tn�' wQ cvw t� < 0 Q�Q tl Z 1n © v / i V) � Ld w z La ,x w= �54�' ?'� I n 75 U F- O � V) Z W O C?m t= a A a LLJ �. vIEL v : �N\ . Li Z v Q Z �v \ O �\ \ W 1. 7y y 'zLLJ >_ j a. B U N \\\\\ \\ \\ \ \\\ O o t �\ Z z \ C) m , o Oy� {- v `\ y�� C \ r C) r \\ \ ,\ N -C3 O �- X p �\ t� Q Q ��v V �� V : v y N -w+ c -t3 v c� •-� �v y y �� to 0 CL a) C1 UC13 O O x Z LT a tt3 <41y Oil {n } 7CL '�1�&4 - a O �� V� �J �i O Y. �V �. y - aD = � r \ v U �- � M 0 - ,U `CD,`v I Q> c >,v)-o ,a_ CLtea s c� \\ .i r �a try •- to `a 4- cn \ , Z(t G-9 -a \/ s t p U 4-j O 0 [L VJ O 4 0 C-)\ /\ \\ \\ \ \\ O I� O ._j 1 v cn p _ ` - _ :1 w3 O j Of E w>` Q C3 ® ow ffd \\ \ \cn d C 4 NN NN pw °' (n \\`o \ \ \ y' a Z \ \ \\ \. a "gin cn -a o o N _ n':.F1� Y�� \ L a� 0 N C _ ,c X s� sa ,. O [l s O �. \ \ \ \ \ \\ x C:O _C _. r _ y. vv o \. _V) >- a� `\ '\ -a bb \\ \. A `\\ \ � \\ �\ N\\\ y �� _ f peD conCi N, ` �i IW \ \ \\ \ ` \ --- r 'Ilk' NN CMp U1 a i y A �N '\ ��V A� I \ \ . X \ \ \. A ` vy y. N, 61-9 'N, NN N\ "N' y \\ \\\ ; N, "N �n C)_ V Av px D9N �� y\� 9LLJ & \ \ +n :n m 0 0 � tL 3, i ix ad�6-9hLl-9-9 -� 4 :z J =s �'q S9D a o ; 9� 5 0 aa LLJ :z C14 IL c) �s ..� C7' VDZ _ GVI :z L l �� � ' C) C) M C) p-- C; z w SIC'CL = WdCD CL CL re nor- =- Ld (1 }� 6"= F- Of m . z V) Q � ci CAD ,� I C/7 L � C/i :2 to C Lr) 0) 1" cm C3 OR r t-- Cy ._A Lwi LC') ZC7 8- ZD U) U w ti✓ �} �' J W � N It- {ly: CJ) Q V5 d � w C9 C � V) w CD < Z Z F-• CD Q--Z coILO o ¢ tico a-CLOf In DOE© C7w s QC7H CD ��QZ Z�iti LA- LA-�F� N0 t7uj uj of dj JQ Lip wU p LLu de0 10 C) Q ¢�,� ¢¢ a 0 to ZC�poD z ��� m�seh m CIO rn o `r x V) V M W It a Loi L6 w En i-- co z U-) z w j N' N o J 0 I I O III. i C Li � 2 W V a ,o U J QG fl n- Q _ � �. i c� to w ©_ w C b r' � E r tt4l) U it}- i- J = I >m III' w w _W Q w� LL- r �Z U mQ Z [L0<C t� ¢ Z zw t/5 ff , Z Z —y ZP�8 Oa ,o ✓ U z iw �,C7Q {.)a LL- OD Q r to `- Zw(3� `� Cf)' x w L-'<r oLJ ©w m Wrya t p 1.. d Wd tomw w CL iiw Z Q O0cn I, Imo- Z 0 th,U. LAJ C:) i V o' C = c �C Z O` Z O Q G C G C i t I T 11 CO N 12 r 0 Commercial 1999 Commercial 1999 3.1 Licensed Construction Supervisor: John W . Folino Not Applicable ❑ Name of Construction Supervisor License Number 003019 Address 13 In ustria -Dr Matta oisett Expiration Date 11 / 1 / 0 9 Signature Telephone 7 5 8 — 4 915 Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit (MGL 152 Section 25A) Signed Affidavit Attached: Ems ❑ no ❑ new construction gaddition ❑ alteration 0 repairs ❑ accessory bldg. (shed/garage) ❑ other (specify Sec. 6}: '" ❑ demolition' ❑ sign ❑ replacement window/door no. of windows doors The following descriptions are based on the Massachusetts State Building 61h Edition, Code Article 3, as noted. See the Code ❑ Assembly restaurant, lounge, theater, school, etc. (see Code Section 302.0) Describe: ❑ Business - office, assembly with less than 50 occupants indicate Medical or other professional (see Code Section 303.00) ❑ Education structure for training including child day care for those over 2 years 9 months (see Code Section 304.0) 13Eactory / Industrial (see Code Section 305.0) ❑ High Hazard - (see Code Section 306.0) ❑ Institutional. hospital, nursing home, infant day care (see Code Section 307.0) ❑ Mercantile -retail stores (see Code Section 308.0) ❑ Residential - three or more family, hotel (see Code Section 309.0) ❑° Storage - includes garage (see Code Section 309.0) ❑ "Utility & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 311.0) ❑ 1`,_ew Tenant - for any of the above, please indicate (see Code Section 119.0 and Zoning By -Law Section 35) ❑ Tent or Trailer - temporary purpose? ❑ Other: Describe the proposal briefly, INCLUDE number of dwelling units and bedrooms or occupant load as applicable, also existing condition (if extra space is needed, attach an additional sheet): 1 Story addition for process equipment associated with woodworking ❑ Newti_'onstruction and/or Addition (total gross cubic feet proposed) - indicate 0IN (� I'T If the project is 'an addition to existing structure -total gross square feet of existing: 22 , t M) ❑ Alteration of existing, no increase in gross square feet. A separate Refuse Disposal Dec aration is required. Will this project be subject to CONSTRUCTION CONTROL (over 35,000 cu. ft.) Ryes ❑ no If yes, see Code Section 116.0. Designer to submit Code Synopsis in addition to original plans. Will this project require Peer Review (over 400,000 cu. ft.) ❑ yes [Xno (see 110.1 Code & Appendix I) APPLICANT TO PROVIDE PEER REVIEW AT THEIR EXPENSE. SEE 780 CMR. ❑ Demolition* - describe structure: ❑ Moving* - (provide copy of DPW moving license) * Type of structure: from where (plat/lot or address): to where (plat/lot or address): number of dwelling units: number of bedrooms per dwelling unit: ❑ Replacement doors and windows - (for existing only) (only where doors and windows exist and will not be enlarged) EGRESS dimensions must be maintained. Enlarged or new windows in an existing dwelling will be considered as an alteration, othervvise will be included in new construction: (see Code Section 3603.21 for residential and Article 10 for commercial). ❑ Temporary structure - includes, when allowed, trailers, tents and the like and only for limited periods of time. Describe: ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): cKBoiler (heating) - fuel as natura or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided N / A ❑ Hot Water: Gas Electric Fuel Oil Other 11.1 Architect/Engineer - for overall design Company Name: Michael Walker Address: 500 Horseneck Road S. Dartmouth, MA Phone#: 508-636-7114 04 Certified by State of Massachusetts as: /A �.i''" Certification Number: AL045 Note: Signatures and seals on all plans, affidavits, & other documents SHALL BE originals and not reproductions. 11.2 Architect/Engineer - project supervision and reports Company Name: Hemant Mehta Address: 4 8 Condor Road Sharon, MA 02067 Phone #: 617-449-1108 Certified by State of Massachusetts as: f�J Certification Number: C7 _U f V Note: Signatures and seals on all plans, afdavits, & other documents, SHALL BE originals and not reproductions. 11.3 General Contractor Company Name Cape Building Systems, Inc. Address: 13 Industrial Drive Mattapoisett, MA Phone #: 508-758-4915 Construction Supervisors License Number Note: Signatures and seals on all plans, affidavits, & other documents SHALL BE originals and not reproductions. c:\wpwin\forms\bldgapp.com Page 2 January 20, 1999 c:\wpwin\forms\bidgapp.com Page 3 January 20, 1999 Commercial Item Estimated Cost ($) to nearest dollar. To be completed by permit applicant 1. Building $ 172,000.00 2. Electrical by others 3. Plumbing 28,000.00 4. Mechanical (HVAC) 47,000.00 5. Total = (I + 2 + 3 + 4) Estimated Total Cost Including Labor: $ 2 4 7 0 0 0 . 0 0 1999 (please print) I, Dave Boswell as Owner of the subject property hereby authorize Cape Building Systems,In( to act on my behalf, 'in m tters relative rk authorized by this building permit application.' Signature of Owner Date 1 John W . Fol ino as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. SKgnare of weer/Agent Date 1. Date plan reviewed: 5. DENIED (see project review worksheet): 2. 30 days to review period expires: Date: 3. OK to issue date: = 6. HOLD reason: 4. OK to issue subject to requested submittals (see project Date: review worksheet): Date: 7. HOLD subject to Zoning Board of Appeals action: 8. Comments: 9. Inspector's Signature: Date: DEC 0 3 2008 ,. Applicant informed fteJ ate: Time: bfClerk: Comments: Total Permit Fee: /r, Less Application Fee: $ 25.00 Remaining Balance: Z a J�..� Gross Area - New Construction Gross Area - Alteration Permit Issued To: c:\wpwin\\forms\bldgapp.com Page 4 January 20, 1999 Commercial ip IfiM19 ' Sf DARTMOUTH BUILDING DEPARTMENT ;, DATE RECEIVEZD 400 Slocum Road, P.O. Box 79399. Dartmouth, MA 02747 . 508-999-0720 FAX 508-999-0738 APPLICATION T CONSTRUCT REPAIR, RENOVATE OR DEMOLISH A COMMERCIAL �•� �/ (includes 3 or more family dwellings) , Zoning Review: Energy Report: Fire Chief: Board of Health: Conservation Commission: Other: 1.1 NUMBER OF PLANS SUBMITTED: 1.3 Property Address: 4 Ledgewood Blvd Nearest Cross Street: Faunce Corner Rd Bus.Name: East Coast Int.Phone# 995-420 Total Land Area Sq. Ft.: 2 6 2, 0 4 6 1.5 Water Supply (MGL c 40 § 54) 2.1 Owner of Record: ECI Realty, LLC Name (print) 2.2 Authorized Agent: Cape _John W. Folino Name (nrint) c:\wpwin\forms\bldgapp.com ❑ Private Well lding Systems 1.2 SITE PLAN SUBMITTED: Oyes ❑ no 1.4 Assessors Plat & Lot Number: P 15 Lot 2 - 1.6 Sewage Disposal System: i Municipal ❑ On Site Disposal System Ledgewood Blvd. Dartmoutth Contact Address !,13 Industrial Dr.n Contact Address Page I Telephone MAttapqjisett Telephone f�- January 20, 1999