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HomeMy WebLinkAbout185 COMMERCE WAY APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT goocffz APPR ED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 I it Comm O' W-&-V Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. APPLICANT J APPLICA T ADDRESS u 603 APPLICANT'S PHONE# O- OWN SF OWNER /.4r 6 OWNE ADDRESS COPY M eece "1Z C "bug 4),he1wr e r OWNER PHONE O = ESTIMATED COST$ / gee . ,.� L) IS THIS A CONTRACT COST? Yes No FEE ENCLOSED $ �C TYPE OF JOB• I�SOR•C0 New Installation Alteration/Addition/Repair 42e�lo206 l(jZ Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE WITH A BUILDING PERMIT APPLICATION? Off YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE FACTORY STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS -NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK ►'r,'n C ,�j Inc yn 4 s Cne 15-,bn dw7 d die-V l � e�cam'► —(ln� �' THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK F•1.010 C-/ cr CONTRACTORS LICENSE NOWAL TYPE STATE n SIGNATURE OF APPLICANT DATE Fei ! �Ol Re...._ DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: ,-Lp p G 1 b BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 ' I va0 Pate 1 Building In or Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= �" $15.00 per$1,000 - na(l5 T-'t►9 1 or any fraction thereof Tenant Designation Apt.No. APPLICANT t4'S S Nd5 M eAayt f ca-(C /I APPLICANT ADDRESS 1 ��M 9 4i' on ?r z 3 APPLICANT PHONE# 1 �1D 11%O W N S F-4 OWNER OWNER ADDRESS IgS 6m M-erC E ttiS, .aft U) o OWNER PHONE C � ESTIMATED COST$ 01 S CEO v IS THIS A CONTRACT COST? K Yes _No FEE ENCLOSED$ 326 1��5 O�� TYPE OF JOB: �4 b �Z R C _New Installat' Alteratio Additio epair 20 11 y S APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: *$HEATING ❑RESIDENTIAL Cam`__/C COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE 0 OF INSIDE�D -°F DIFFERENCE_10 °F TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) �" DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODE NO.) `�114-ON,A- Y"Lo,, t�c�i�lV��i }- 0001,� 4 C,GAS ��Qr16- vv..-� GROSS HEATING CAPACITY(INPUT—BTUH)2 WC'O' NET RATING(OUTPUT—BTUH) ( 60,000 TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION:❑ INSIDE❑OUTSIDE CAPACITY GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE eE5 OF INSIDE OF DIFFERENCE 13 OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 5aywc- 05 l9bcv.e ((�� 5'ff'_ 1 'D W�-4� Sckr-Jo),e a1 Ly D S '7,S Z1000 TONNAGE 15:7 COOLING CAPACITY(BTUH) 0[ VENTILATION cc DESCRIBE ALL AIR HANDLING EQUIPMENT(INCL ING TCHEN EXHAUST EQUIPMENT) o y T 51 d,P air r Can,owe t' �fS uo I I � 07bv►d-ed 40 3pa� c�0 TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) �{SO (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 3 ga-)-7 t4 S I (f-fi CONTRACTORS LICENSE NO. G STATE SIGNATURE OF APPLICANT DATE lcz7 dc;) �)° �� DATE ISSUE 6-28- 1 1 FOR CONSTRUCTION 7-28- 1 1 GRID DESIGNATION Existing Building 40'-0" 8- 1 — 1 1 OHD LOCATION Proposed Addition 1°-2" 1 27'-8" 2 G -------------------r - - - - - - 1 1/4" Gas - - - - - - - - - -T - - -� y Existing 1 1/4" Gas �'V/A I� Vw)e,,V Existing Unit Heater y _ II I N II II II _ _ o PDS ENGINEERING & CONSTRUCTION, INC. I I I 107 Old Windsor Road Bloomfield,Connecticut.06002 G� Telephone:(860)242-8586 b FAX(860)242-8587 I II II I CONSULTANTS: Fin.Flr. Elev. 80.50 II -- ,� I 10'-0" II I C 0 0 ! II I I r �� I {1C-2 01 - II II D — II � II i i o 0 � I I c f/ O O N Cfl 1 \ T B O X CD < o Z CD o Q IL 2z 00 z L) - a 00 a Q U _MECHANICAL SYSTEM NOTES : 1'-2" 2 7'-B" i'-2" O Q 77 z J 1„ ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL 1 — 2 Q O Q STATE AND LOCAL BUILDING AND MECHANICAL CODES. 30 0 W 0 3 2. UNIT HEATERS SUPPLIED AND HUNG BY OWNER W W � z 3. THE OWNER WILL FURNISH AND INSTALL FLUE PIPES THROUGH THE ROOF. GAS PIPING- - CONTRACTOR.-- ---- PIPING- -- -- SCHEDULE-- - - BLACK -- w ^ �� o w Q� 4. GAS PIPING BY CONTRACTOR. PIPING TO BE IN SCHEDULE 40 BLACK IRON MJ V z J TAPPED OFF EXISTING GAS PIPING. 5. BUILDING CONTRACTOR TO SUPPLY & INSTALL FLASHING FOR FLUE TO ROOF. MECHANICAL PLAN z LV a O 6. POWER AND CONTROL WIRING BY OWNERS ELECTRICIAN. w Q z W - 7. SEISMIC BRACE ALL SYSTEMS AND EQUIPMENT AS REQUIRED BY LOCAL CODES. O 00 O At- l t A r-2- �_d r d SEAL ' Cao trq loo n ��p / ws� 1 (ct�r�� �dl ��r C�"^ O p M�N� r�Q►� av��23a 3000 C_l ram, 00t c 00 45 ENGINEER: FB ARCHITECT: PROJECT MGR: UN/Ar I LU 0T: Ur ■ M J AA M=1uu GENERAL SITE PLAN NOTES: DATE ISSUE THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A 3- 1 6- 1 1 CONTRACT DRAWING SCHEDULE INSPECTION OF SUB-BASE, GRAVEL, PAVEMENT,SIDEWALKS, DRAINAGE REQUEST FOR A BUILDING PERMIT.WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED,ALL 3-25- 1 1 ADDITION FOOTPRINT STRUCTURES AND PIPES,SANITARY SEWERS AND MANHOLES. LOT CORNERS MUST EE PINNED. LEGEND ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND -------------- EXISTING CONTOURS 4-28- 11 ADDITION FOOTPRINT STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDED LOCATION ACCEPTABLE TO TOWN STAFF. 5-9- 1 1 WETLAND APPLICATION EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE" 82,00 x EXISTING SPOT ELEVATION 5-31 - 1 1 HAYBALE E&S CONTROL EROSION AND SEDIMENTATION CONTROL HANDBOOK" PREPARED BY THE SOIL CONSERVATION ANY APPROVED EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES FUTURE BLOCK 82.00 PROPOSED SPOT ELEVATION OR ROADWAYS 6- 14- 1 1 FINAL APPROVAL SERVICE 1985 �•� N/F TOW EL 78 50ALL �% //li i I �� EXISTING CATCH BASIN REAL GROUP LLC, 7-25- 1 1 SPOT GRADE @ ADDITION NO SITE IMPROVEMENTS SUCH AS DRAINAGE, SANITARY SEWER,SIDEWALKS, EXCAVATIONS, HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN REGULATIONS 12-21 - 1 1 AS-BUILT V❑L,939,PG,122 �/ r III j j �','�O.�O � 150 w METAL HALIDE EXTERIOR WALL PACK I r I i i , �12� FILLING, PAVEMENT OPERATIONS, ECT.SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND AS REQUIRED BY THE PLANNING AND ZONING COMMISSION, IS POSTED WITH THE HORIZONTAL DATUM BASED ON M.D.0 10x10 CONCRETE SILT FENCE EROSION CONTROL TOWN OF SOUTH WINDSOR. THERE ARE NO WETLPNDS ON PARCEL DUMPSTER PAD /�,� �' STAKED HAYBALE EROSION CONTROL NO STUMPS TO BE BURIED ON SITE. w/GATE I I t` / /; PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN AN AS-BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE -�S I tt t� `�'� '� , /� = `` STABILIZATION FABRIC ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEM i R18'�`�` -- �' REQUEST FOR A CERTIFICATE OF OCCUPANCY. UTILITIES TO BE TAPPED OFF EXISTING BUILDING �' ,'� 78,00E ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE THERE SHALL BE NO OUTSIDE STORAGE ON SITE DEVELOPER. IN ADDITION,THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE, �Z,__ - REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES bq - TFC B 5 21.20 x ��' f �8.50 ; N/F HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF. N97 '^ _ to EXISTING BUILDING 5.001 G G -� STATE OF C❑NNECTICUT THE USE,STORAGE,OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS eGV SZDE APR `�+`'� 84 40 G w• V❑L,625,PG,469 SHOWN ON THE APPROVED PLANS,OR REQUIRED BY ANY REGULATORY AGENCY, MAY RESULT to ,,,�T00 m IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION. X. 80 25 X S @ 5°I° cp o g0140 X 0 1 7O� p a $o, --` 1 9 PDS ENGINEERING & s � T1lut ole slout�i `��� , 1 4 - �--� pHp 0 MARSELLI PRECISION z -_ �_--�'�I � CONSTRUCTION, INC. s, 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074 1\6\ Q ,w _ M--- j5. CT! AUTOMOTIVE -1 0 ~D ..... TELEPHONE(860)644-2511 \ \ l N - 1 1LEDER@ 2.S% ►INV75 L❑T AREA 107 Old Windsor Road Certified#70081300000145786TT2 � t33 �_ � 36'91B� Sq. Ft PLLNGE POOL REPAIR NARRATIVE Bloomfield, Connecticut.06002 .0I� 0.849 Yacres 1. REMOVE EXISTING 12RCP FLARED ENDJune 6,2011 „ gTF 7.40Telephone: (860)242-8586 12 Dti I 73.4 ") I eG�° $ t 2. INSTALL HAYBALE CHECK DAMS FAX(860)242-8587 PDS Engineering&Construction,Inc. t�\ TF 7 55LF• ' �G �$ 3 5(8") 1 y I { 3. E)CAVATE FOE GABION BASKET RETAINING WALL BASE Attn: Chris EseppiVon 13 7107OldWindsorRoad 1.�a 7 9 / y 1 0 00 4. IN>TALL FILTER FABRIC Bloomfield,CT 06002 \ `� 0'�' 9 ti S �9,00 x m' _ t I / 5. INv'TALL FIRST COURSE OF GABION BASKETS SITE ENGINEERING O' ° �m 7S,�1 -_T` t I 6. INSTALL 12" PROCESS GRAVEL RE: Appt.#11.09P-satellite Tool Co.,185 Commerce Way \0 r` o_ , 0 , / e± N x , - co i ° -, PDS ENGINEERING & CONSTRUCTION Dear Mr.Eseppi: tl ;%� �'RCP, �g '� Z O Z EXISTING BUILDING PS UR D o TER►pA t f 7. CCMPLETE GABION BASKET WALLS 107 OLD WINDSOR ROAD At the June 1,2011 regular meeting,the Inland Wetlands EXZS o, N Z �� - U ING DUMWI G--_- t 8. C(NSTRUCT RIP RAP POOL Agency/Conservation Commission approvedAppl. "" / + � o f7 ?s 1Z FIN.FLR.ELEV.80.50 4_ 1 / / N TI T 06002 #11-09P Satellite Tool Co.-185 Commerce Way IWA/CC application for the construction of a building t5 O 'o , y o P 1� -J m 10 007 SF t 9. INSTALL FLARED END DISCHARGE , B L00 M FI E LD,CO NEC C U addition and associated improvements on property located north of Commerce Way. Industrial 1 Zone,with -�O ` m ' the following conditions: () t \ o�•`L6G�,G ,,,e -1 o �W 179 COMMERCE WAY Op ��. . &31P RAP CHANNEL TO PROPERTY LINE 860-242-8586 t wX � 5 e 0 0 o M o 10 STOOP 80_ 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be N; X sB REG�s�� 0 O 1E N M ARD submitted to the Planning Department. This must be completed within 65 days of approval prior t co AutoM w J SjpE / -7 8 OWNER to any construction activity on the site. Plans submitted to Planning&Zoning Commission shall 1 \ \ 7 9'83 10 79,69x be considered having met this requirement. t, OErosion Cotrol / 2. The application shall indemnify and hold harmless the Town of South Windsor against any tl O , ,sEu E (E% r 1 - ,� JAN 8c E LI ZAB ETH LU KAS I K Stabi lizatiol Fabric 12 ROBINS WOOD WAY liability,which might result from the proposed operation ex use, 1 t m o ► '// / 3. The permit is valid for five years and shall expire on June 1, 2016E s is the t t \ ,c � ~ p0 7 6 J. SOUTH WINDS 0 R,C 0 N N E C T I C U T 06074 landowners)/applignt(s)responsibility to track expiration dates and notify the Commission of a t BM-MON, �s,oN DOME ( 1 °° MIN•1 � 4 t aus OH - NoEa renewal request at least 65 days prior to expiration. t, EL,79,285 MnRSEwa,?oT�d 1 1� / , 2p, 0' � � l � `� �3 860-290-8558 4. Bonds shall be collected in the amount of:$10,000 for stabilization, $5,000 to ensure proper t� 1 -N�-- - placementand maintenance of erosion and sediment controls. t 1 p w �p 2 0' a - L 6. A(�pf0l+did foulfdd M1491 bo p(3M0641 and aw4minad IorW Io any activity on the site, 0 q2' (SOT A T 8 6 0-2 9 0-8 5 6 8 FAX person shall be identified on the plans. 1 t O o - 30 00 •: 7. Clean up of property,with commitment to dispose of future debris in the proper manner,and It ZC Op INV,77,33 -N - m 40° /r ' 72 continued monitoring of area to prevent any further occurrence of improper dumping. _ ----- C R = �pER o / , 8. Town Engineer to sign off on approved stabilization plan. tt -- 44 00' , N IN.FLR.80.50 EX1ST.8 pVC ttAW� 7 O Very truly yours, t t11 Z wSPN INv.7 INLAND WETLANDS AGENCY/ W (� $� CONSERVATION COMMISSION 0' N 8 g ft G t 79'00 24,00 -G' �25.00 7f �Chairperson t X EXISTING ADDITION f. / / / / ;/ �+ / Wetlands Qkcb Elizabeth Warren,Chairperson EW:dt ;i O G� LO P r t x T/E�. FIN.FLR.ELEV.80.50 - cc: Town Planner t r pA 0.04 . �- f ;I / N 1 Chief Building Official 3 00'� x 8 3,400 S.F. 1 / '64.97x % HYD. � �4� �G _ EXISTING BUILDING o, 1t- EIXIST.SA .LAT, T/ - g4 ��0 x FlN.FLR.ELEV.80.50 = j 1 i ,•s t1n rn SANNH -4•tM74.80 . ' 8 8,050 S.F. o 7 %�I ► t j c�-- ��? tt° TF.79,14 •�� 1 x �9' 185 COMMERCE WAY /-11.U12 O�lslau IZ d&U&0_t tt INV.73.85 (LA o 1540 SULLIVAN AVENUE•SOUTH WINDSOR.CT 06074 G' { 1:, L \ \ RipRap Channel to -1t TELEPHONE(860)644.2511 t`t 45,294 Sq. Ft .` \ ` Property Line tt _T/E LOT AREA --1 t tt I I u t -t 1,04 Acres o 1� ;� t :•• w m o CERTIFIED MAIL 7008 1300 0001 4578 3863 tt t o o t N X o 1 Z 1 1i I Nt :J June 8,2011 1 t ('� 0 1 � � Ni N/F ChrisF Eseppi tlt I E3 I o i Pa,o n LUKASIK JAN & ELIZABETH I m tt 3 Il I V❑L,1024,PG,268 1 � I / 3x6ft. Gabion Baskets 0 PDS Engineering&Consulting Inc ,t 3 I % -°� e.q_00' Y �/� .. (See C-102) i u i viu w musur icuau t -' / ?' Bloomfield CT 06002 to t (T1 I ; o t^ A 8 0,2 2 x tt I �l / 1 /Y . :1// �� 68 Rip-Rap lunge Pool >_ O // I/ & Reset 2 Flared End ...� Dear Mr.Essepi: tl M X �8.5. as ,', See Ca lRepal ONotes Above Q Re: Appl.11-09P Satellite Tool Company Addition 1 I I 1 44'p0, __ "- 7 0 a 1 N / v We are pleased to advise you that the above mentioned application was approved on June 7,2011 for a Site Z 5 gPN' U' p O _--; ` U) Plan of Development ct I �R3 00 3 : D o S 6 S O This approval is for a 3,600 sf addition on property located at 185 Commerce Way,I zone,as shown on plans -� _ w II S 4j' p�? ({MESTIC / 7 2 O U prepared by PDS Engineering dated May 10, 2011, as revised. This approval is subject to the following G \ \ z'.\\ 1` Exist.0utlet Structure / modifications: I \\ \� / N r; t I 80 60 x t X I Cleaned & Repaired / Q I- 1. Prior to commencement of any site work,a meeting must be held with Town Staff. +lS�\\\ c,, T� C.B. EX I T.15"ADS @-5% / �� tt � t I 'i tt TF 73.15 / U z o N t t ; Inv. .2 RCP 69.50 J -y 2. No building nermit will he issued until the final mvlars have been filed in the Tnwn rlerk!q nffieun I ��- CA R(�SS TRAVFI FA_SF_MPKIT TF 76_50 ! , , rri t Ir,., a•nril ino�n nn A � F, OA INV./;3.25 (,81x 1 t 31Iv. v, 1IlAou I%,.vv - U -v _ --.._-. SHARED DRIVE& PARKING \ -1 t W 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation 80 �• \\ 4209, Z t OUJ Z Z Li LLJ Commission,including bonds in the amount$10,000 for stabilization,$5,000 to ensure proper placement \ . \ t i 1 -1 t and maintenance of erosion and sediment controls. \\ \ I S >>°12 07 f 32.00' ' '' t + O t ; Z C D INV.72.55 t Z t t O Z 4. All bonds must be in one ofthe forms described in the enclosed Bond Policy. ►� 00 TORE PARKIN ` j _ t .t _ /r\ U z S. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the zoning84°01 51" 85.58 0 \ \ ---F-I t y --= EXIFF 8.47D tt Z t tt v J W W � t 2 STAtL�}-- ° Regulations. TF\7 ' _ - t 1 t t � C) i t i ''t + W � Q ` U O 0- '70 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of R=350 00' ! 10FT. S.Y. �� t1 tl l 't South Windsor. I t L U M O 7. This approval does not constitute approval of the sanitary _ _ _ 1 � z J t pp pp tary sewer,which can only be granted by the Water w _ N 85°-�e z.» ... '� ''- --�d / i (- Pollution Control Authority. V "� W ` \ T -' / Z W Z w SANAH 80.4 I , OU = U U W S. The building street number must be included on the final plan. TF,80,4 80 -` Q J 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. iIIIIm EXISt.Detention Basin W Q Q W Z 10.All free standing signs and/or building signs require the issuance of a sign permit before they are erected. I SITE GRADING & UTILITY PLAN To Be Cleaned& Repaired 78 INEIIIIIIII 0 Cn Q oo O Q Q 0 11.If a State Traffic Commission certificate is required,no building permits will be issued until the certificate 1" = 20' o has been issued(per CGS§14-311). Black and white transparent mylars of Sheet CI01 with the above modifications,together with three blueprint SEAL copies of the entire set ofplaus(including architectural elevations and landscaping plans)must be submitted to ZONING DATA TABLE this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well ZONING DATA TABLE as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. CONSTRUCTION NARRATIVE 185 COMMERCE WAY 179 COMMERCE WAY �nnl� • I llntnr ieorni �.' After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the ZONE : I (I N D U S R IAL) w u w w ri rn�/ �j'•W Town Clerk. After filing these plans,a copyofthereceiptmustbesubmittedtothePlanningDepartment 1. INSTALL SILT FENCE EROSION CONTROL IN AREAS SHOWN ON PLAN REQUIRED PROVIDED Sincerely, 2. REMOVE TOPSOIL IN AREA OF ADDITION REQUIRED PROVIDED LOT AREA 20,000 SF 45,294 SF 3. EXCAVATED FOR ADDITION FOUNDATION LOT AREA 20,000 SF 36,989 SF a ° LOT WIDTH 100 FT. 100 FT. ,r�.'l.• •�,. ,� ., 4. BACKFILL FOUNDATION AND FINE GRADE FOR CONCRETE SLAB LOT WIDTH 100 FT. 100.02 FT. .� ,,^•,<:c 17 r:v. LOT DEPTH 150 FT. 300.42 FT. LOT DEPTH 150 FT. 300.42 FT. Patrick Kennedy,Chairman 5. GRADE AREA AROUND ADDITION FRONT YARD 35 FT. 104 FT. Planning and Zoning Conumssion 6. ERECT BUILDING FRONT YARD 35 FT. 104.56 FT. SIDE YARD 10 FT. 10.94 FT. SIDE YARD 10 FT. 11.01 FT. 7.TOPSOIL AND SEED ALL DISTURBED AREAS REAR YARD 25 FT. 42 FT. ENGINEER: FB REAR YARD 25 FT. 73.50 FT. MAX.BUILDING COVER 50% 25.88% 8. REMOVE SILT FENCE EROSION CONTROL AFTER DISTURBED AREAS @ADDITION MAX.BUILDING COVER 50% 28% IMPERVIOUS COVER 65% ° MAP REFERENCE : ARCHITECT: ARE STAR11 17FI1 Ttvl THE CATICFAf',TI(lAl(1F Ta'1WA1 CTAt=�' 57/0 ( INCL.FUTURE PARKING) IMPERVIOUS COVER 65% 65%( INCL.FUTURE) PROJECT MGR: ��lUtlr!A�lle�a� PHASE II JOHN FITCH INDUSTRIAL CENTER *** *** a $ COA'>> °°°a PROPERTY AT SULLIVAN AVENUE&RYE STREET NO WETLANDS OR WATERCOURSES ON PROPERTY o Q •• = "° *** NO WETLANDS OR WATERCOURSES ON PROPERTY `** *** PROPERTY OUTSIDE OF ANY REGULATED AREAS*** DRAFTED BY: BF r���•'" O ''�� I HEREBY CERTIFY THAT THIS MAP IS SUBSTANTIALLY CORRECT TO SOUTH WINDSOR ,CONNECTICUT SCALE:1"=100' **` PROPERTY OUTSIDE OF ANY REGULATED AREAS*** Q"`' .. T I. `�°- r MY KNOWLEDGE AND BELIEF AND WAS PREPARED IN ACCORDANCE DATE:JAN.1987 REV.NOV.17,1987 ZONE:( EXISTING STORM SYSTEM MAINTENANCE SCHEDULE : REQUIRED PARKING CALCULATION ' Z a PREPARED BY LUZZI ENGINEERING&SURVEYING AVON,CT. WITH THE STANDARDS OF A CLASS A-2 DEPENDENT RESURVEY AS y' f � DEFINED IN SECTIONS 20-300B-1 THRU20-30OB-20 OF THE REGULATIONS REQUIRED PARKING CALCULATION : OFFICE= 1400 SFA000 (4.5) = 6.3 1. INSPECT ALL CATCH BASIN SUMPS EVERY SIX MONTHS FOR ANY,'�r; OF CONNECTICUT STATE AGENCIES"N1TrIIMIJM STANDARDS FOR A-2 SURVEY PREPARED FOR SATELLITE TOOL COMPANY OFFICE = 1500 SF/1000(4.5) = 7 MANUFACTURING=9850 SF/700 = 14.07 N,. ' '`'>3 SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" EFFECTIVE REQUIRED REMOVAL OF EXCESS DEBRIS. MANUFACTURING=8507 SF/700=12 TOTAL REQUIRED =21 1 HANDICAP 6-21-96 AS ADOPTE BY THE CONNECTICUT ASSOCIATION OF LAND 179 COMMERCE WAY SOUTH WINDSOR,CT. ( ) SURVEYO S INC , SEPT.26 1996. PREPARED BY PDS ENGINEERING&CONSTRUCTION 2.ALL CATCH BASINS TO BE CLEANED ANNUALLY TO PREVENT TOTAL REQUIRED= 19 ( 1 HANDICAP) TOTAL PROVIDED= 19( 1 HANDICAP) ZIyI 2 ARTHUR M.NERIANI, L.S. AVON,CT. BUILD UP OF SILT AND/OR EXCESS DEBRIS. TOTAL PROVIDED= 12( 1 HANDICAP) TOTAL FUTURE = 2 cmi 01 trrrrtatta:� DATE:6-10-02 REV. 11-13-03 SCALE:1"=20' TOTAL FUTURE =7 MANK BORAWSKI,L.S.#13422 DATE .: C r _. :K^; is - •� -.' • t { 11 i 1 '•4 i t I �I t i a i a • i it ^ - � �•, .a-.. -- ---gyres' �. -> ,!�"� �-,`�•.-fipRe�M -wt' ----"g�r�R��r'—Y-�-- ��',�.. ...-...,.....— __, .,a; .. _,._�..� .. t i0 THE BUILDING DEPT. TOWN OF SOUTH WINDS% This certified that this plan and specifications are true copies of the proposed building or alterations to bo erected at Street together with amendments stated in appllca ion a. filed with plan and I agree to comply with all zoni- Building and state laws and such orders as shil issued by the Building Department during Pend of this application and final Issuance of a buiioi..z permit. Signed This plan is approved subject to the condition t orders and ordinances regulating building shall complied with. Conditionally Approved These filed with Building Inspector Clark Data NO. .... ( 1 l7 f tl 5 1996 sou-h Windsor BUILDING DEPARTMENT PcsSiaf '. TOWN t�+c. DATE: ,,tom Sl TE � - �� '-� `Toru,►2 o-�'SotLth `�" '%`°�'`,�; `Turn ar�'�otrtji `�rnd<sor. ��',r �``�/�� '� yr Jr ^P'•�M J. CI 4.l_4t7, CL -;v{�►' r.r ,SaO SULLIVAN AVENUE SOU•,,,,-v: -. NN )i)7-t i •( t J�' `540 SULLIVAN AVENUE SOUTH WiNO5GR, CCJt-t'A-, •,6074 - ;lJ•�' - - A, ` �:�o•�`' ',/ AREA CODE 86U,,i4r2btt AREA.,ODE +..J, r py May 14, 1U96 l v4 0 CERTIF!!")\ Ali, p �T O ar x Chrs Eseppi \ YO Q9 A 1 •4 Cans Eseppi F?}2 rl_r�rn�c_�� LIDS PUS Engineering&Construction Company 07 0,(, `,V.r.';d r Cn•:.: v$ ftAF NO f ?� � •'m !07 Old Windsor Road RO t, NO. 3 Bldwmfie!d,CT 06002 S Dear fir. Eseppi: 1)d:ar Mr. Eseppi: %vt ScArtrlC JJ '. Satellite 'd)DI Machine Company Re. App! k96-:71',Satellite fowl Mj,:a:tie Re. Application#96-1 P, 1 p J.F T.. ASS C)C i A E y n d .� �4- We are pleased to advise you that a e i".arrur:g. Zoning Commission votes on %.ay _a, :916 --�` A[the May 1, 1996 repu.ar meeting, the Ltland Wetlands A ncy/Conservation Commission approve wish modifications the ax;e :e:e:;c«d a9v'ication io: :e Plan of Deve!opmen:for v f p� I approved application�96-17P, P13S Engineering& Construction Company -1WAJCC permit for t 0 \p • ;he construction o,rut 8,050 sf bu:'cu:,^rt:tr:wr,y toca:eu or,I-! =.6, 'd5 Wmn:,•rce Way, ' F 1 the construction of a building on property located at l85 Commerce Way, I zone to be kn:awn as h , > Sa:elute lvol Mactune Company (:assessor's man 4121, p 3 a zone as shown(,)it plans prepares. by /DS t ucfm,&Conrru, i•.,:t Con:pai:V iris dated liar,: v arse. . 3) as shown�on plans prepared 2b, '_996. rL's ap rova, is sub;ee: :u:`.e by _DS !rimneenng&Construction Company and revised:.`rough Apn.29. .y96. This approval is subject to the following conditions: , held t Q �--�j-'�� �•�+-+��. ��- � �,,,.�; iX• � -�� T'�" g .. Prior to�rommencement of any sire wore, a nteet[r,g miss: ,e.tc.0 w•::.: .c,wr. :)!a[r. ���CAT1� MAP �\ x �- raT7 qq )rw. UC 1P (Olt•� V lid r t e 1-aIv iw�• �. �K,�e3__ 1. One blueprint copy of ail;entire set of plans and this letter reproduced thereon, must be 2• No building�xnnit will be issued ^.ti: r `ir.a! invlars have been fire•! :n:he Town C:eri. j submitted to this Commission. This must be comp:eted within 65 days of approval prior to Icy. tG�.CXJ Offish. any construction activity on the tins:. 3. This application s subiect to the con�..tvss o. approva. ` 74 'Z bg t > 7C. 2 Construction activities shall be subject to the approval of the Town Engineer. , h Zn Agencvr+_onservation ,.ommission, inciuc:ne.a bvrd in hire arm)m:: �4 7 t \ , 70 \ o r ,i \ - "'' 3. The application shall indemnify and hold harmless the Town of South Windsor against any t. Ain as-bu::t :)Ian is required prior to issuance of a Cetiificaa:of Occ.:•, ,Qr Section I Q ,rabilit which might result trom the ro sed o ration or use. , ►� S 1 - 4 ) \ I 1 + Y •p s.:�.1C u the Zoning hegu:arons. \ ' / v + t 4, The permit is valid for five years and shall expire on May 1, 2001. It has been IWA/CC's 5 r_ c ` '. 2 Doting drains are reyuued i, the building ham,a basement. - 17T c , �'• policy tee notify laridowner(s)/applicant(s) pf expiring wetland permits. However, a is the `. k andowiwr(s)/app!icant(s) responsibihty to track expiration dates and notify the Commission o A iartscapr!x>nd in tie amour:of S',000. u reyutred and •rus:be submitted prior:o 1" ofa renewal rcyuest at.east 65 aays prior to expir..t:on.'' \J 5. All approvals required must be obtained and submitted prior to any activity on the site. ; rill puns lsed in=_he field by the developer m st bear Lhe s::=and aut-hor-zed signature o`6. A contact person shall be identil:ed on the plans. the:'own of South Windsor. We recommend a bond in the amount of S1,000 to be submitted to the Plannino and Zonin . .�commenu o. Mav 996::rust be addressed t e Town: .ngineer's z '�- ' , ' Commission to ensure compliance with the Erosion and Sedimentation ControI Mdasures. Black and white transparent mylars o°Sheer�S 2,v:'h the above mod: :cativns, to with Very trl!y yours, dnree blueorxt droptes of the entire se:of^l:[rs (inc!,j&ng amh:+°cra:4. ;•.tv,1:d•is+ :•nil: he suoinined to arts Commission w•ivurt 3U says to be stamped aria st:r.cd. niv r �; • Y" t - _C �i'�-= INLAND \VETLA\llS A o this Commissivn. a INL \' GEVCY/ t we: as he n.sc Ire::atds Aoencv/Ce^ ra:on Co::u:: :;t,>:;, : CONSERVATION COMIIlSSION :c}>ros used or.the my!an. to � _ .- -- '•" � ' � �� �� � • I ✓ � ��'(/ 1 �� 7 Alter the mylars have been signed by:^e Commission, the wi'.l he ro:Lrtred to you for fi:ine:. S� \ ' ` I ! r`C 7 .ti p.. �2.'tJ; III,,Office o;'he Town Clerk within 9 diays. Afief filingyhese p. :r, en`. r tste^xetct .\ Elizabe A. Warren, Chairman /h'� a submitted to:.he Y;;utnuig'Jei`:rme.^.:. �( �. y t r EAW/pmm / I►1L _ �. '' ✓ \ ` ` 1 cc Cluef Bui din Von :n:v `w ! g Official PLA,'�,\:\�.J : ZC'1:NC } '',1'•:'T 'ir"•N� - r �' "!'Inning d Zoning Commission y.R X -3•-- Ar. _`" �,,,..� ` � � •�� '}'own Ea rmccr /;' � w4 _ . r r 16•�.bP..�� �ia'D ttJV• T�`� ;t d F', s / Ausse:. : •Vn:':. Clta:rinar Af' A " 1•{ }:GLipmrn �yf 1► cc: Chief Building Official �f xr.,1 It Assessor ':von!_-rngtneer 1 1 Supe--uits:ndent of Pollution Control p{ _ __ _ _ 'fo.oc� q�,5 t�j f - �- .c,3 • r .... . Fare Marshal r✓ CONSTRUCTION NARRATIVE 1. INSTALL PERIMETER SILT FENCE IN LOCATION SHOWN ON PLAN. ZONING DATA ZONE - I ��;•� 2 . REMOVE TREES AND STUMPS FROM CONSTRUCTION AREAS. $ .{v j {f "� 3 . :INSTALL CONSTRUCTION ENTRANCE PAD. N/ �.+'�. tV 1 - -- - -- - _ -- _ REOUIRED PRf7�?OSED _ ` 3 r7 I 4 . STRIP TOPSOIL AND ROUGH GRADE SITE TO ALLOW FOUNDATION WORK TO LOT AREA F. } # S C. A .� t� 1, _ I� f r� BEG1'N. C sue' u� Fr �-cn. t ''z = ^-C `�"C`ha,y aA.sdy,.y • r 20 000 S. F.5. F. 45 294 S.F. LOT WIDTH 100 FT. 100 FT. ~ *' J, � x A S -' 0 C � A T � C' LOT DEPTH 150 FT. 300 FT. +/- oQ 5. EXCAVATE FOR FOUNDATION. FRONT YARD 35 FT.SIDE YARD 10 FT. 104FTT• 6. INSTALL SITE DRAINAGE. REAR YARD T 25 FT. 82 Fes . BUILDING HEIGHT TNSTALL SITE UTILITIES. BUILDING COVERAGE 40 FT. 18 FT. F i p IMPERVIOUS COVERAGE 650 481, �' ) ': 8 . BACR;FILL FOUNDATION. F 4 w , FL �i 80,60 9 FINE GRADE BUILDING AND POUR SLAB. PARKING REQUIREMENTS: 960 - - - - - - '' - - "" "{ �}?. �•cs 10. FINE GRADE AND PAVE PARKING LOT WITH BINDER COURSE. 1400 S. F. OFFICE: 1400/200 = 7 1"4- 73 •2.5' 11 . CONSTRUCT BUILDING. 6650 S. F. INDUSTRIAL• 6650 700 = 10 REQUIRED SPACES = 17 (1 H. C. ) 12 . CURB LOT, TOPSOIL AND SEED ALL DISTURBED AREAS. TOTAL PROVIDED = 10 (1 H.C. �'f�"F"`"� 13 . PAVE FINAL COURSE AND STRIPE LOT. TOTAL 8 14 . LANDSCAPE PER PLAN. ET 71-TQ �s►r �"D�.�roT�►�t NOTES: 1. BOUNDARY. INFORMATION TAKEN FROM A-2 SURVEY PREPAR D BY � �+►ate FOR _lido M• .d+�� ,..a zc�'b'wh K. t.aa Ka. ��C. �c�.� 1d:.zc+� �- -, _ ,- ,. ..._.�.�•:,_ �-.mow:��,.y,-x,;.�._. 2 . HORIZONTAL DATUM BASED ON M.D. C. E X i 1 T 3 N G CON T(D U F 3 . THERE ARE NO WETLANDS ON PARCEL. Ht ,j r 4 . PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN. ' r�ROPOSED CONTOUR- z - - - •' - - _ 5. ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAIN. K� 78.33 It •- - x _ r EP C x { �' I �'- ' f� T �� A 6 . EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES OR ROADWAY 7 . HANDICAPPED PARKING SPACES ARE TO BE MARKED IN ACCORDANCE WITH n r (� f �^ L A. �^ i STATE REGULATIONS. 8 . ALL UTILITIES ARE TO BE INSTALLED UNDERGROUND. _ --- -----,�---.� .- S 1 L T FE t` C E 9 . DEPOSITION OF STUMPS SHALL BE BY CHIPPING OR REMOVAL FROM SITE. STUMPS SHALL NOT BE BURIED ON SITE. i t,q Vow •E M HAY 13 A LE FA - - - - _ 10. ANY SIGNS TO BE INSTALLED ON THE PROPERTY SHALL BE SUBJECT TO $z _ _ - 4 ^T � `� STAFF AND/OR COMMISSION REVIEW. 11 . ALL CONSTRUCTION OF SITE IMPROVEMENTS MUST BE IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR STANDARDS AND CON14ECTICUT D.O.T. �'' •� M+� � �! FORM 814 , AS AMENDED. --r,� T4.7z S-4,err. REVISIONS PDS Engineering & Construction, Inc. //'"P,T s�- Saa 1) Ala 1:i t~ s 107 Old Windsor Road - Btoomtield,Connecticut `••�o.�,,a � +� - �,�� �� /YF W®. �r,6S? S%��+.,.s �1c, �a }•r . Telephone: (203) 242-8586 FAX 242-8587 OCT- II . �"�,;. _ sc,�j �...y Nla.•� `�, ` r, `j, �v fi �,ss c+><l�,µr ra :,ls.�� 'r / --. / .. ,��/! `""`s''•v.,,z . ,_„� . ,O� x,`�{ �h.�a \.c,�!- /�-t�,.. ..._ ,, N P R O J E C CO_. ....�.... F j y � t. _ - - "- -- '` •-.. �Q- v M. b G/ �' �l1fy(o K� ADDRESS •,�"'' �7 �F�fct� '�i- '�t� 4� `t. ►.-r ARCH '` y.�� CONT'R O c� • "'� .` tom" C:•r�•�.a ' - , •q GjST'ER� � DRAWN BY .... "(� ("'NECKED BY , SURVE'( / ► •�.+ ram: �71L+t*T _.sC'�• 1-�..t..� JOB NO, SHEET N0. 11 TWO ;1 `i z i GENERAL SITE PLAN NOTES: DATE ISSUE F; THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A 10- 13- 1 4 P&Z APPLICATION SCHEDULE INSPECTION OF SUB-BASE, GRAVEL, PAVEMENT, SIDEWALKS, DRAINAGE REQUESI f-UrlABUILDINGPERMII. WHENAGf%ERr ff lLATL OFOhiIniVPAIVCT 10rj=IVE0Iau, ALL IU-L / - 14+ f\UU ",UR6 AI IV.VV.h,UF\I\1EP\ STRUCTURES AND PIPES, SANITARY SEWERS AND MANHOLES. LOT CORNERS MUST BE PINNED. BALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND #STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDED LOCATION ACCEPTABLE TO TOWN STAFF. EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE" ANY APPROVED EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES EROSION AND SEDIMENTATION CONTROL HANDBOOK" PREPARED BY THE SOIL CONSERVATION OR ROADWAYS NSF ,�0 1� SRRVICE 1985 REAL GROUP LLC, HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN V❑L N0 S1 E-1MPROVEMENTS SUCH AS DRAINAGE, SANITARY SEWER, SIDEWALKS, EXCAVATIONS, ,939,PG,122 .. nA%irmmr►1'r�nrnwTl/1\in r-,.T n"AI I r1/1....Chll+C I IAITII TLIC QITC CK1f-_1\ICCD1A1r`-Dr,ron REGULATIONS NEW PERVIOUS PAVEMENT -� rAS�AEQUIRED BY THE PLANNING AND ZONING COMMISSION,IIS POSTED WITH THE� vvw HORIZONTAL DATUM BASED ON M.D.0 TOWN OF SOUTH WINDSOR. SILT FENCE THERE ARE NO WETLANDS ON PARCEL CONCRETE PAD -- - N ,-STUMPS TO BE BURIED ON SITE. PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN C') � r TO REMAIN AN AS-BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEM � ' cLc gctc79 ppx REQUEST FOR A CERTIFICATE OF OCCUPANCY. -0 r `� UTILITIES TO BE TAPPED OFF EXISTING BUILDING 3I' 15.00' o r w ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF 24 o r THERE SHALL BE NO OUTSIDE STORAGE ON SITE E p m 7- DURING m r CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE ��' / g0 0 0 o r DEVELOPER. IN ADDITION, THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE, 52' C 3 r t REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES tJ 69° 21 20 m W ; o N/F z r STATE ❑. C❑NNECTICUT HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF. EXISTING BUILDING 5.00' e c (P p C.B. ���_ � � `� c� S1�E R TF 79.85 -� 8p. 0 O r `" VOL,625,PG,469 THE USE,STORAGE, OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS INV.73.97 �p0 ccn r SHOWN ON THE APPROVED PLANS, OR REQUIRED BY ANY REGULATORY AGENCY, MAY RESULT l0' S_ (5)PROPOSE Tech"SC-740 IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION. N 8p 25 x M ELEV.74.50 L r P ONp INV.ELEV.76.19 r pps@ S0/0 o gp �0 x z / PDS ENGINEERING & 12LF 12 S� P 8p.80' � r /r CONSTRUCTION, INC. / -------- --- OHO 'a 4A r 2.6% �WV.75 cfl o INSPECTION 20.00' r \ -- -^-g�pVC RAINLEADER @ , o ORT ' r 107 Old Windsor Road - , 20 p0 1 0 1 24.00' ; Bloomfield, Connecticut.06002 v, \00 C. °t; 67.00' Telephone: (860) 242-8586 POg @ TF 77.40 G �c 20.00' ppx r FAX(860) 242-8587 TF 77.86 lF�2 G INV.73.4t(12') ec �� 3.00' 7g' r / \ 15'R S 72.24 55 �� 00� INV /3.75(8 ) �;� 1 9.00' ><2•ct \ 72.86\ Gv �� po 25.92' r / SITE ENGINEERING 90 pp x m; EXISTING BUILDING CD gp' r x /9' cn (e)'� N FIN.FLR.ELEV.80.50 PDS ENGINEERING & CONSTRUCTION �S�1g'RCP 9,996 SF Z �, Z 179 COMMERCE WAY 0,p0 ' 0F10 rr 107 OLD WINDSOR ROAD 0. 0, z z 5400 r / BLOOM FIELD CONNECTICUT 06002 \ 12LF 6"PVC RAINLEADER�-''o. m v r 860-242-8586 1 OG�G x 7 . 0 �o o N 1 O 1O INV.ELEV.76.31 r w 8 r o m o / r 78 OWNER CD 1 / JAN & ELIZABETH LUKASIK ES�I%pTE/ 1\ PROPOSED ADDITI N� �U% 12 ROBINS WOOD WAY\ BM-MON. D „ �j Ys ved 3,392S.F. _ 14p0' x 0,00. ���� 76 SOUTH WINDSOR,CONNECTICUT 06074 EL,79,285 d \ 1/2 , 20'p0 RElODl1N0 1 _ - em�i -�FiN•FLR.80.50 ♦� a / oo. � 121coN ooF 0� ___ --- �bei - 80.OU ♦c�� 74 � � 860-290-8558 \ vtt up a 1 R i _ _ •,•� EXISTfNQ N Fro ep y . �_ �� "'�� '2 111"1 E •...eLl f k �i`k � 2 'o ° �. 1 INV.77,33 -�" CONNECTOR 1� �- �` t / REMOVE ISLANDS 8p,p0 -A - 550 S.F. 00' 1< 70 o \ (2) NEW PARKING STALLS b-� ^ ^ ^ FIN.FLR.80.50 56. ,y /, 68 t" t� / c•o. PROPOSED AQDIT-I / - �/' w83 SPN' tN�75 N 748 S.F. o z 80 6°SD 0 �.FLR.80.50 25.00 , o Ir N i o Ai5.00 x 9.Op - f^~11 2a,00' 80 3q.00' ` / - \ �-- i METER EXISTING ADDITION L \ � � � Wetlands )� G� CA'(EGAS FIN.FLR.ELEV.80.50 1 w o- oo ' 1t 8p p4 111� C RELO 3,400 S.F. 1 64,97x - EXISTING BUILDING o / HYD. .i ^fir. �.. �- ~x T REg°t1A FIN.FLR.ELEV.80.50 EXISTSAW.LAT. �-�' g ,40 121F� 8,424 S.F. o I - SAN.MH --NIV.74.80 � ;9.68 185 COMMERCE WAY $ 1 a TF.79.14 G 11 0 INV.7185 (LAco 1 RipRap Channel to n G/T7E� (1) FUTURE PARKING STALL LOT AREA 1 Property Line 82,283 Sq, Ft I , CD I o u o 1,889 Acres a `� I u C" b o_ 1 w o N/F j\ Y z W z = LUKASIK JAN & ELIZABETH 1 ` - CDC r n V❑L,1024,PG,268 1 \ 3x6ft. Gabion Baskets �' z J 3 y 49•p0 80.22x 1 68 O�� o 1 a I yrri Z 1 Rip-Rap Plunge Poo Z U nT 68 5 a &Reset 12" Flared E d I 1 1 I g4.00' <� 1 c, @ Inv.68.00 \ 7 2 O Z U '" D C) � 6,�S� SIC W Aj ER 2 0 � � iD�MES C.B. \\�. r\ Exist.Outlet Structure U TF 76.50 80.6p x \\ (X-n TF 73.15 / J CD J -t Inv. 12 RCP 69.50 / ff�T, _• _ 78 INV.73.25� EXIST.15°ADS�so \\ O 1 Inv. 6"Orifice 70.00 J Iry W 1 �cA I W o '7,81x \\ m - O w Q w w • � �, W z z 80 z - O \ U O CD INV.72.55 z U z -- - DUMPPASDTE EXIST. SHED p W w Q FF 78.47 Q W TF\7�.7 _ 00 z O 0 Cn 79.7 L=14.00' 1OFT. S.Y. ---- Cn R=350.00' ------ 72 w w Ln w O � J � 00 I N 85°-24'-34„ W 74 Q F- w (2) FUTURE PARKING STALLS SANNH & BIT.CURB Q = U z O F.80,44 T I 80 U Q � CD 78 w Oct D 0 U) Q Cn Q Qa o ZONING DATA TABLE PROPOSED SITE LAYOUT PLAN SEAL MAP REFERENCE : 179 - 185 COMMERCE WAY 111 20' o PHASE II JOHN FITCH INDUSTRIAL CENTER ZONE : I (INDUSRIAL) PROPERTY AT SULLIVAN AVENUE& RYE STREET SOUTH WINDSOR , CONNECTICUT SCALE:1"=1 00' REQUIRED EXISTING PROPOSED DATE:JANA987 REV.NOV.17,1987 ZONE:I PREPARED BY LUZZI ENGINEERING &SURVEYING AVON,CT. LOT AREA 20,000 SF 82,283 SF 82,283 SF LOT WIDTH 100 FT. 200.02 FT. 200.02 FT. A-2 SURVEY PREPARED FOR SATELLITE TOOL COMPANY LEGEND ;�ox�191 LOT DEPTH 150 FT. 300.42 FT. 300.42 FT. �' �`rS�ONA1. � � 179 COMMERCE WAY SOUTH WINDSOR,CT. FRONT YARD 35 FT. 104.00 FT. 104.00 FT. '111111 1111``` PREPARED BY PDS ENGINEERING&CONSTRUCTION SIDE YARD 10 FT. 23.08 FT. 23.08 FT. EXISTING CONTOURS ARTHUR M.NERIANI, L.S. AVON,CT. REAR YARD 25 FT. 42.00 FT. 25.92 FT. 82.00 x EXISTING SPOT ELEVATION DATE:6-10-02 REV. 11-13-03 SCALE: 1"=20' MAX.BUILUING COVER 50% 27.19% 32.22% 82.00 PROPOSED SPOT ELEVATION ENGINEER: FB IMPERVIOUS COVER 65% 56%(INCL.FUTURE PARKING) 62.50% El EXISTING CATCH BASIN ARCHITECT: **' NO WETLANDS OR WATERCOURSES ON PROPERTY*** C7 EXISTING METAL HALIDE EXTERIOR WALL PACK PROJECT MGR: gcagr9tRnQsngnq REQUIRED PARKING CALCULATION : BF (4 EA. ) NEW 70 w METAL HALIDE EXTERIOR WALL PACK( FULL CUT-OFF) DRAFTED BY: e& � �� I HEREBY CERTIFY THAT THIS MAP IS SUBSTANTIALLY CORRECT TO DAYBRITE WTM070MMT FWT Mounted to Building @ 14ft AFG , � ,� �, ., MY KNOWLEDGE AND BELIEF AND WAS PREPARED IN ACCORDANCE EXISTING OFFICE = 2900 SF/1000 (4.5) = 13.05 �� WITH THE STANDARDS OF A CLASS A-2 DEPENDENT RESURVEY AS EXISTING MANUFACTURING = 19470 SF/700=27.81 m DEFINED IN SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS PROPOSED MANUFACTURING = 4140/700= 5.91 8 �" �' •° s€= OF CONNECTICUT STATE AGENCIES"MINIMUM STANDARDS FOR TOTAL REQUIRED =47(2 HANDICAP) SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" EFFECTIVE TOTAL PROVIDED =48 (2 HANDICAP) ° 6-21-96 AS ADOPTED BY THE CONNECTICUT S O AC TION OF LAND C= 1 01 SURVEY O � C.©N SEPT.26, 1996. G' TOTAL FUTURE STALLS =3 K BORAWSKI,L.S.#13422 DATE GENERAL SITE PLAN NOTES: LEGEND DATE --ISSUE 3- 1 6-1 1 CONTRACT DRAWING THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A -------- ---- ------- ----------- ------- EXISTING CONTOURS SCHEDULE INSPECTION OF SUB-BASE,GRAVEL, PAVEMENT,SIDEWALKS, DRAINAGE REQUEST FOR A BUILDING PERMIT.WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED,ALL 82 00 x EXISTING SPOT ELEVATION FUTURE BLOCK 3-25-1 1 ADDITION FOOTPRINT STRUCTURES AND PIPES,SANITARY SEWERS AND MANHOLES. LOT CORNERS MUST BE PINNED. 82.00 PROPOSED SPOT ELEVATION N/F RETAINING WALL �� j. TOW EL.78.50 Ar�ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND REAL G R❑U P L L C;, STANDARDS AND CONNECTICUT D.O.T. FORM 814,AS AMENDED LOCATION ACCEPTABLE TO TOWN STAFF. EXISTING CATCH BASIN V❑L,939,PG,122 '-1v2 7H ANY APPROVED EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES 150 w METAL HALIDE EXTERIOR WALL PACK EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE" �I EROSION AND SEDIMENTATION CONTROL HANDBOOK"PREPARED BY THE SOIL CONSERVATION OR ROADWAYS 10'x10'CONCRETE SERVICE 1985 - - - - - - - - SILT FENCE EROSION CONTROL DUMPSTER PAD � � '• ` ` �� w/GATE NO SITE IMPROVEMENTS SUCH AS DRAINAGE,SANITARY SEWER, SIDEWALKS, EXCAVATIONS, HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN REGULATIONS FILLING, PAVEMENT OPERATIONS, ECT.SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND _ AS REQUIRED BY THE PLANNING AND ZONING COMMISSION, IS POSTED WITH THE HORIZONTAL DATUM BASED ON M.D.0 R18' TOWN OF SOUTH WINDSOR. THERE ARE NO WETLANDS ON PARCEL \ 3�Ig•3'I_ NO STUMPS TO BE BURIED ON 511 t. PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN � E ../ � N/F AN AS-BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE c• �52'- C.B. 7' SO�� STATE ❑F CONNECTICUT ALL ROOF LEADERS SHALL BE TIED INTO.NORM DRAINAGE SYSTEM N 69. TIF X fig, i V❑L.625,PG.469 REQUEST FOR A CERTIFICATE OF OCCUPANCY. UTILITIES TO BE TAPPED OFF EXISTING BUILDING EXISTING BUILDING %III ;97 __ , cn ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF ''0° t PRE ---�_� 8p,40 '- TI•�SHALL BE MO OUTSIDE STORAGE ON SITE o' Si�� ` -``_ - _ � �`' DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE 1 __, -BOO _ �i DEVELOPER. IN ADDITION,THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE, REPAIR, REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES 25 ' 01 BEEN STABILIZED TO THE SATISFACTION OF STAFF. A Sp x _ 1' HAVE � 5°IO �'o �� gp•4p X OHD � THE USE,STORAGE,OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS v `� REQUIRED BY ANY REGULATORY AGENCY, MAY RESULT 1'�Z\"F SHOWN ON THE APPROVED PLANS,OR Q _ _ _ IN THE IMMEDIATED REVOCATION OF ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION. d � � �2'� ----------'.c�0-� "� � � OHD AUTOMOTIVE :•- - �-J '� CONTROL '� - ,: 36,9 T AREA PDS ENGINEERING & 36,989 Sq. Ft EROSION Co 1n�o- C d? ` ; 0.849 `Acres CONSTRUCTION, INC. LAND DISTURBANCE WILL BE KEPT TO A MINIMUM. RESTABILIZATION g TF 7.40 WILL BE SCHEDULED AS SOON AS POSSIBLE.TEMPORARY SEEDING OR TF 77. 6„ 55Vf, Alt ��" 1 .73.4 Id PERMANENT HYDROSEEDING SHOULD TAKE PLACE IMMEDIATELY UPON \ 1 ti ti 107 Old Windsor Road COMPLETION OF GRADING. PERMINATED SEEDING WILL BE SCHEDULED IVCPPP\RC S 7z 8 G V;:-� DURING THE PERIOD OF APRIL 1 -JUNE 15;AUGUST 15-SEPTEMBER ' `� p Bloomfield,Connecticut.06002 0 ' 15. ��\ o• oo s A 9 7 ��� 11C 7 8 1 -T - Telephone:(860)242-8586 o _ . •t x _ ,---' � FAX(860)242-8587 EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR "�Pa y .>�� CD TO CONSTRUCTION WHENEVER POSSILBLE AND WILL BE MAINTAINED IN .:-='i5 z I ' EXISTING BUILDING THE CONSTRUCTION PERIOD. '•x.' _ a EFFECTIVE CONDITION THROUGHOUT �YR� = EX1S N F. o� C> FIN.FLR.ELEV.80.50 w!�- SITE ENGINEERING G� 0.0 z 10,007 SF HAYBALE AND SILT FENCE FILTERS WILL BE INSTALLED AS SHOWN ON MIF<.- (OR EQUAL) � O g Tro o 179 COMMERCE WAY THIS PLAN AS WELL AS AT ALL CULVERT OUTLETS. FIt-R FABRIC SECURE p x �, 5 p o sloop7' PDS ENGINEERING Sc CONSTRUCTION PCS5 MTH METAL C_PS ,'• N.. X �' 00 �.� :� N ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING co 6 o O S1 ARD 7 8 107 O L D WINDS 0 R ROAD CONSTRUCTION PERIOD IF NECESSARY AS REQUIRED. V o 44 'a - / ti -79,8� l0 79,69x BLOOM FIELD,CONNECTICUT 06002 Al FROMMANn_BFDIME_NTATION CONTROL MEASURES WILL BE I 14 %:room 100 79,83 r �r 860-242-8586 CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND I // ` r1ES '� SPECIFICATIONS OF THE"CONNECTICUT GUIDELINES FOR SOIL EROSION \ BM- .28 �j 12�•00' i�M.l '0 OWNER AND SEDIMENTATION CONTROL", CONNECTICUT CONCIL ON SOIL AND a EL,79,285 \ l� o� ' , --�� ,�-�,�;,jagN ' ,-13'I W + �'� 76,57x 76 WATER CONSERVATION,JANUARY 1985. 74 JAN & ELIZABETH LUKASIK FLen � � `ws' 2 �---_ ', � �8•�13 ( �TA`� ° OFj S-Y--- I 12 ROBINS WOOD WAY SEEDING DATES :APRIL THROUGH JUNE 15 AND AUGUST 15 THROUGH _ 2 �: $- n -^� /77 33 ` 72 SEPTEMBER 15. _ o r tz �.�' � \ 11 N / � aaop '` � --�" oPr� c R , t •r �� --�' \ 79,69x 7 i�g �' 70 SOUTH WINDSOR,CONNECTICUT 06074 44.00 N AA.80.60 , pq� _ \ $ ► 1 .. ;` 68 860-290-8558 USE MULCHING - "- �` N ' N ` I 79,82x IF SEEDING CANNOT BE DONE WITHIN SEEDING DATES, tea':. - ' 'jt N SA !• \ MEASURES TO PROTECT SITE AND DELAY SEEDING UNTIL THE NEXT ANCHOR FF3RI0 OF \ 9y °'=o •S�R3 c 115•00 \ , f' 8 6 0-2 9 0-8 5 6 8 (FAX) CRUSHED SCONE OF \y/,Fj, N ' RECOMMENDED SEEDING PERIOD. SOIL AND FERTILIZE WITH 10-10-10 @ 7.5 LBSJ1000 SF.LIME(50 %CALCIUM G PROPOSED ADDITI 1 ; • 2�X4-NCODEN PCS� �-_ _.v. ` \ � �� PLUS MAGNESIUM OXCIDE MAXIMW J �� \FIN.FLR.ELEV.80. I: ' 100 LBSJ1000 SF. ) / y '-� _ \ 3,600 S.F. 1 _ ' ` 'o�� q5 00') 5 X g0.04 EXISTING BUILDING \\ 8.48 .b4,97x MULCH(ALL SLOPES 3 %OR GREATER) [ (� I ^' ' I± (� ` HYD, ` __ - FIN.FLR.ELEV.80.50 \\ EXIST SAN,LAT __ C lx 7.00 T/-� r v B"I R_ un USE STRAW OR HAY(70-90 Ll35J1000 SF) FREE OF WEEDS OR n SAN.MH �raV.74.8° . 8,050 S.F. 0 79,Six I COURSE MATTER. CHEMICAL BINDERS SUCH AS PETROSETTERF,&-�CK N.T.S. TF.79.14 �5 x �' 8 185 COMMERCE WAY RECOMMENDED B" INV.73.85 (LA w HYDOR MULCH AND AEROSPRAY WILL BE USED AS f / MANUFACTURER TO ANCHOR MULCH. MULCH MUST BE INSPECTED - \ 1 \ PERIODICALLY, IN PARTICULAR,AFTER A RAINSTORM CHECK FOR " �T/E' J LOT AREA \\w 79-�4x t `U°+ FILL EROSION.WHERE EROSION IS SEVERE,ADDITIONAL MULCH SHOULD / 45,294 Sq. Ft \\ " ;IP BE APPLIED.GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL ' / c 1,04 Acres \ $ 1 m ',72 A GROUND COVER IS ACHEIVED WHICH IS MATURE ENOUGH TO ' II n / ' CC;+ITROL SOIL EROSION TO SURVIVE SEVERE WEATHER CONDITIONS. w N/F \CID �_ tim ,� F 1 I Ln w Z / _ ' LUKASIK JAN & ELIZABETH `'-''�''i �� Rip-Rap P Inge Pool ZONING DATA TABLE ZONING DATA, TABLE °'-� O O V❑L,1024,PG,268 1B' ?LE 12" Flared End G 3 I n -t -o 4.b5x p0 \ �, 4 Inv.68.00 179 COMMERCE WAY c 3 o ,� 9 �• I '4p'OC 8 v0 ZONE : I INDUSRIAL 1ld'til COMMERCE WAY { b : r; /Z 80,22x .��- .: ! 68 ( ) ZONE : I (INDUSRIAL) I I j 3=x REQUIRED PROVIDED REQUIRED PROPOSED I rl \ 8 LOT AREA 20,000 SF 36,989 SF LOT AREA 20,000 SF 45,294 SF ` I 44.00 $ w -• v ; , _ z Q LOT WIDTH 100 FT. 100.02 FT. LOT WIDTH i00 FT. 100 FT. -� o ;� 12"RC J SpN o .49x II _:...__- LOT DEPTH 150 FT. 300.42 FT. LOT DEPTH 150 FT. 300.42 FT. U FRONT YARD 35 FT. 104.56 FT. FRONT YARD 35 FT. 104 FT. �! o I e S 7S• (' o rn SIC w AT ER :':• I '\ :' ; 72 a o D� 7 8, :1° x SIDE YARD 10 FT. 11.01 FT. SIDE YARD 10 FT. 10.94 FT. `,- -G w II ` 4?'� b MESS 82x .. b I : \ REAR YARD 25 FT. 73.50 FT. REAR YARD 25 FT. 32 FT. �\ D .� II� 3 - 77,82x \`. . c _ MAX.BUILDING COVER 50% 28% MAX.BUILDING COVER 50°� 26.32% I F z I wN rry ap,6C 1 :' ;� K Outlet Structure z IMPERVIOUS COVER 65% 65%(INCLFUTURE) IMPERVIOUS COVER 65% 57% INCL.FUTURE PARKING) +j .�e 7$ ow 1a' `? 75.27x,�95x Nt TF 73.15 a O ( �. -• is C.B, ��.Ai t \ U j Inv. 12"RCP 69.50 0 NO WETLANDS OR WA ON PROPERTY"' *"NO WETLANDS OR WATERCOURSES ON PROPERTY'*' ` ��A� I W N '� ROSS TRAVEL EASEMENT �. g_ \\ Inv. 6"Orifice 70.00 @ SHARED DRIVE& PARKING \ '. rn REQUIRED PARKING CALCULATION : REQUIRED PARKING CALCULATION : 77? os' ;, p IJ U z OFFICE- 1500 SF/1000(4.5) - 7 OFFICE= 1400 SF/1000 (4.5) Imo/, Z - _ 12 MANUFACTURING=8507 SF/700=12 MANUFACTURING = 10250 SF/700 =15 � N R4• , LLI TOTAL REQUIRED= 19(1 HANDICAP) TOTAL REQUIRED =22(1 HANDICAP) : 5 t .w 85'S8 0 �\ 06 PARK1 t-�� EXIST.SHED O , w t2 STA-- ------�_ FF 78.47 0 0 z z TOTAL PROVIDED-12(1 HANDICAP) TOTAL PROVIDED=20(1 HANDICAP) TF\7 .7 ------- V TOTAL FUTURE =7 TOTALFUTLRE = 2 79.7� =04'-14 -33.7 7-fl a z U =1 4.00' o z z OFT. s. ----- R=350.00' Y. �' 7.2....... Q U Lv W � = W CONTACT PERSON : w N 85'-24'-3 w 74 W JAN LUKASIK 860-290-8558 CONSTRUCTION NARRATIVE : TSANNH F 80.4 I 80 Co U O a- O OC 1. INSTALL SILT FENCE EROSION CONTROL IN AREAS SHOWN ON PLAN 78 Q � z ►- 0 2. REMOVE TOPSOIL IN AREA OF ADDITK)N SITE GRADING 11 &UTILITY PLAN z � D. O v W 3. EXCAVATED FOR ADDITION FOUNDATION I- Q U = - C� MAP REFERENCE: 4. BACKFILL FOUNDATION,AND FINE GRADE FOR CONCRETE SLAB w Q LO D a z PHASE II JOHN FITCH INDUSTRIAL CENTER 5.GRADE AREA AROUND ADDITION 0 to A oo O Q PROPERTY AT SULLIVAN AVENUE&RYE STREET 6. ERECT BUILDING V r i.i V/ SOUTH WINDSOR,CONNECTICUT SCALE:1"=100' 7.TOPSOIL AND SEED ALL DISTURBED AREAS 0 DATE:JAN.1987 REV.NOV.17,1987 ZONE:I 8. REMOVE SILT FENCE EROSION CONTROL AFTER DISTURBED AREAS @ ADDITION PREPARED BY LUZZI ENGINEERING&SURVEYING AVON,CT. ARE STABILIZED TO THE SATISFACTION OF TOWN STAFF SEAL A-2 SURVEY PREPARED FOR SATELLITE TOOL COMPANY 179 COMMERCE WAY SOUTH WINDSOR,CT. EXISTING STORM SYSTEM MAINTENANCE SCHEDULE: PREPARED BY PDS ENGINEERING&CONSTRUCTION ARTHUR M.NERIANI, L.S. AVON,CT. 1. INSPECT ALL CATCH BASIN SUMPS EVERY SIX MONTHS FOR ANY DATE:6-10-02 REV. 11-13-03 SCALE:1"=20' REQUIRED REMOVAL OF EXCESS DEBRIS. 2.ALL CATCH BASINS TO BE CLEANED ANNUALLY TO PREVENT BUILD UP OF SILT AND/OR EXCESS DEBRIS. ENGINEER: FB ARCHITECT: PROJECT MGR: DRAFTED BY: BF I HEREBY CERTIFY THAT THIS MAP IS SUBSTANTIALLY CORRECT TO MY KNOWLEDGE AND BELIEF AND WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A 2 DEPENDENT RESURVEY AS DEFINED IN SECTIONS 20-3WB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES"NIMI iUM STANDARDS FOR SURVEYS AND MAPS IN THB STATE OF CONNECTICUT" EFFECTIVE 6-21-% AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,INC.ON SEPT.26,1996. C= 1 01 FRANK BORAWSKI,L.S.#13422 DATE LIM '^. -- •-K?}�•` EL -'�"' r-Win,.-.. .ti ih^•- .m-.....- - -+- P---K` iF'�_ u .- = -n:. z--- - _ =••4 -® r ,,:. ,�i " '--•-•�7:'RF - --- - ,�-t.FF -- - .- .F-T- --Z-,... .,-- - = , ____.. - _ sue _.���rx•w__-�-'� _ -_••�--i---_" - DATE ISSUE 26ga.Roof ( 1:12) 3- 16-11 CONTRACT DRAWING Gutter& Downspouts 3-25- 11 ADDITION FOOTPRINT 26ga. Siding Panel High Eave Fascia < Existing Building 1 50'—0" CLEAR SPAN & KICKER Proposed Addition z 20'—0 is 8 3 11'-4" it . . . . . . . . . . .. . . . . . . . F -LI IJL co 0 I II 0 N II . . . . (0 it 1 II II -0 II - - - - - -- - - - - - - II - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ADDITION FAST ELEVATION Concrete Kicker Wall PDS ENGINEERING & E 1/8ff=1 I-on 1­11 .2 CONSTRUCTION, INC. 110 107 Old Windsor Road 0 Bloomfield,Connecticut.06002 0 Telephone:(860)242-8586 FAX(860)242-8587 III Fin.Flr. Elev. 80.50 8" Concrete Slab 0 ro CONSULTANTS: Fin.Flr. Elev. 80.50 I I "o 0) II T 0 II . . . . . . IIco x . . . . . . lot—oII il LU Q > 0 . . . . . . . 10 E it . . . . . 0II0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 II II _0 it . . . . : it ! II . . . . . . . . . . . . . II II 2 lt,3 0 0) - - - - - - - - - - - - - - - - - - - - - - -- - - - II I 1 390 C) 0 L - - - - - - - - - - - - F--- - - - - - - - - - - - - --- - -- - - - - - - - - - - - - - - - L- - - - - - - - - - - -- I ./ - - - - - - - - - - - - -- - II II II T 0 ADDITION NORTH ELEVATIONB 0-I L) 0 4" 12'—oil 0 T T T L 12x14 Overhead —4(JA . . . . . . . . . . . 0 20 2 0 '—0" U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " 0 . . . . . . . . . . . 40' 0 0 C14 10 ADDITION FLOOR PLAN . . . . . . 0 0 > Uj C) 10 - - - - - - - - - - - - -- -- - - - 00 LU 00 BUILDING CODE DATA TABLE 0 z ADDITION WEST ELEVATION 2003 INTERNATIONAL BUILDING CODE UJ 2005 CONNECTICUT SUPPLEMENT & 2009 AMENDMENT LU C)LJ 2005 CONNECTICUT FIRE SAFETY CODE U) 0 2003 INTERNATIONAL MECHANICAL CODE r'r CO 2003 INTERNATIONAL PLUMBING CODE 6i 0 L'J 2005 INTERNATIONAL ELECTRICAL CODE NFPA-70) < LU :2 0 ICC/ANSI Al 17.1-2003 0 0 C) 0 LC) D BUILDING CLASSIFICATION: BUILDING ADDITION DESIGN LOADS Li M mi D 00 0 USE GROUP F-2/13 MIXED NON—SEPARATED 0 V) < U. GROUND SNOW LOAD = 30 PSF CONSTRUCTION TYPE 1113 GROUND SNOW EXPOSURE FACTOR = 1.0 GENERAL BUILDING LIMITATIONS: GROUND SNOW IMPORTANCE FACTOR 1 .0 SEAL it UNIFORM COLLATERAL LOAD = 5 PSIF ALLOWABLE BUILDING AREA = 37,500 SF TABLE 503 ACTUAL BUILDING AREA = 11,650 SF BASIC WIND SPEED = 95 MPH WIND EXPOSURE CATEGORY = B o ALLOWABLE BUILDING HEIGHT = 3 STORY 55 FF. TABLE 503 WIND IMPORTANCE FACTOR = 1.0 t t 0 0 2 ACTUAL BUILDING HEIGHT = 1 STORY 22 Fr. SEISMIC Ss = 23.7% MEANS OF EGRESS: S 1 = 6.4% . . . . . DESIGN OCCUPANT LOAD TABLE 1004.1.2 11,650 SF 100 = 116 OCC. ENGINEER: F13 MINIMUM NUMBER OF EXITS = 2 TABLE 1018.1 ARCHITECT: ACTUAL NUMBER OF EXITS PROVIDED = 5 PROJECT MGR: — — — — — — DRAFTED BY: BF MAXIMUM LENGTH OF EXIT ACCESS TRAVEL = 200 FT. TABLE 1015.1 ACTUAL MAXIMUM LENGTH OF EXIT ACCESS TRAVEL = 88 FT. ADDITION SOUTH ELEVATION 1/8N=1 1-0" A= 100 DATE ISSUE 3-28- 11 FOR PRICING 24 GA. STANDING SEAM ROOF (I : 12) 6" (R-19) VINYL FACED BATT INSULATION CONT.GUTTER w/ DOWNSPOUTS RAKE FASCIA 24 GA. STANDING SEAM ROOF (1 12) 24 GA. STANDING SEAM ROOF (1 12) 6" (R-19) VINYL FACED BATT INSULATION 6" (R-19) VINYL FACED BATT INSULATION ROOF PURLIN -- ROOF PURLIN N. 26 GA. ARCH. SIDING PANEL Now- RAKE FAS IA 4"(R-13) VINYL FACED BATT INSULATION 0 r-z. ADDITION ENDWALL RAFTER WALL TO ROOF FLASHING EXISTING BUILDING ROOF SYSTEM PDS ENGINEERING & INSULATION RETAINER STRIP SCREWED CONSTRUCTION, INC. TO EXISTING RAKE ANGLE 107 Old Windsor Road Bloomfield,ConnecUctit.06002 Telephone:(860)242-8586 FAX(860)242-8587 CONSULTANTS: ol EXISTING BUILDING PRE-ENG.STEEL FRAME PRE-ENG.STEEL FRAME 0 O ADDITION ENDWALL FRAME COWMN 8" WALL GIR 8" WALL GIRT TYP. 26 GA. ARCH. SIDING PANEL ... ........ EXIS. -ING SIDING, GIRTS, WALL INSULATION 26 GA. ARCH. SIDING PANEL .... . & WIND COLUMN 0 BE REMOVED 4"(R-13) VINYL FACED BATT INSULATION 4"(R-13) VINYL FACED BATT INSULATION 16 GA. BASE ANGLE PRE-ENG.STEEL FRAME uj VA T.0.',1,- ---L. 83.50 j:�%T.O.W. EL. 83.50 0 C) 0 0 C) o CONCRETE KICKER WALL 0 BASE PLATE ON 1/4" LEVELING < 0 PLATE & 3/4" GROUT n uj uj LLJ U) U 0 CONC. SLAB SEE PLAN) Q Ld z J �AFII`- .-- -R.EL. 80.50 S1 j FIN. FLR.EL. 80.50 z Lu Lu 0 C) D-- (D LLJ Lc).......... O ............ U) co 0 0 < � n� Q SEAL ENGINEER: FB EXTERIOR WALL SECTION EXTERIOR WALL SECTION 2 EXTERIOR WALL SECTION 1 ARCHITECT: if 1 1 '-0" PROJECT MGR: 3/4" = 1 '-0" �4-30 3/4 1 t3001 3/4' -300 DRAFTED BY: BF A=300 Isar 1 I� \t 1 � f vv \ A iAAp i >. • Electric # APPLICATION FOR BU L ING PERMIT Plumbing# 185 Commerce way HVAC# 11000538 Date: A01 II Sprinkler# FINAL PROVALS Estimated Cost $ Building C'7 /•�' fir/ COMPLETE RED BOXED AREAS Permit Fee $ I Occupancy Fee $ 1 Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO 0- SIGN ON REVERSE SIDE T** P --- -- Total Fee $ 0 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant LocationofWork Ca ",4 Lot No.71TOO 85- Applicant's Address 0/0 o,^4 02 oed 61,r4A;,,,9d cr Tel # �9L o Town 16 1 r-T Zip d(0 OGZ Lic.#MGd_ 0101001S I Owner .Tr+-i 0 I-haS+K Architect C O POS Owner's Address I2, 4QLW5 Lb oo1W 4y Architect's Address So✓TH W"_jur C 7- Zip b o 74 Zip Sq. Ft.New Area: 1 st FI. 3 406 FYt 2nd FI. 3rd FI. Total New Area 3 404 ft Purpose of this permit 57-0IcAC-P, fae-IrV vat Q ddi rio., City Water Well ❑ Septic System❑ Sewer La-101 45 Ins: HO SP Cert. Area Base n Garage Approved by Date l(] /7�� Use Group !3 Construction Type //Q Revised 1108 • I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distanc m all street lines,side yard lines,and required distances from all other zones and is located in which th building a is u allowed. Signed ' I hereby apply for a Certificate of OccupFc or he wor rib Is application for the permit. Signed -- DO NOT WRITE BELO THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 02/14/12 Printed by Peart, Dayshell 12 18:45 INSPECTION: 43150 FOOTING PERMIT: STATUS: APPLICATION: 201101145 LOCATION: 185 COMMERCE WAY SOUTH WINDSOR PROPERTY ID: 22500185 OWNER: LUKASIK JAN M & ELIZABETH K CONTRACTOR: REQUEST BY: DESCRIPTION: STORAGE/MANUFACTURING ADDITION. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 10/14/11 PRIORITY: SCHEDULED: 10/14/11 AM COMPLETED: 10/14/11 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS MIKE @ 860-690-6662 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 10/17/11 DOUG PASS B002 FOUNDATION 12$/11 DOUG PASS B003 FRAMING (ROUGH) 12/21/11 DOUG PASS B004 INSULATION 12/21/11 DOUG PASS B004 INSULATION 12/22/11 DOUG PASS B010 FINAL 01/23/12 ROSE N/A E001 ELECTRIC SERVICE 01/23/12 ROSE N/A E002 ELECTRIC UNDERGROUND 01/20/12 ROSE N/A E003 ELECTRIC ROUGH 12/21/11 DOUG PASS E010 ELECTRIC FINAL 12/23/11 SUMM N/A F005 FM PENETRATIONS/SEPERATION 12/23/11 SUMM N/A F010 FM ABOVE CEILING 12/23/11 SUMM N/A F015 FM FIRE ALARM TEST 12/23/11 SUMM PASS F025 FM EMERGENCY/EXIT LIGHTING 12/23/11 SUMM PASS F035 FM EXITS 12/23/11 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION 01/20/12 ROSE N/A H002 HVAC UNDERGROUND 01/20/12 ROSE N/A H003 HVAC ROUGH 01/20/12 ROSE N/A P002 PLUMBING UNDERGROUND 01/20/12 ROSE N/A P003 PLUMBING ROUGH 01/18/12 ROSE PASS P004 PLUMBING GAS TEST INSPECTION FIELD SHEET 02/14/12 Printed by Peart, Dayshell 12 18:45 O1/20/12 ROSE N/A S003 SPRINKLER ROUGH O1/20/12 ROSE N/A S005 HYDRO TEST 02/14/12 FOLG PASS Z003 CO PLANNING INSPECTION SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT *****FOR C OF 0***** ADDRES mr1>�r�loU LOT/UNIT# Reviewed by i�i _(Engineering) CONTACT/DEV Tb. ,gq l 1 r 'W Date Reviewed Approve, Hied PH;f Reviewed by (Planning) Date Submitted_ of• Date Reviewed .���--rOVied Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be Issued until grading Plans have been complied with and approved by the Town Engineer. The minimum requirements shall Include: Approved Denied N/A 1. Approved building permit plan --�� 2. Finish grading per approved building Permit Plan 3. Site worir,i.e.trees,shrubs, dumpsters,required parlang 4. Utility location; a. sanitary sewer/septic systems ram- b. foundation drain C. electrical&telephone d. water e. other 6 pus 5. Sewer connection charge paid f 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space OOMMENTS, �Q ICp © &owl d ?• /p co oe- n&-d 3S•OO CO o _._ slen9ineerin9/m0Uoy/site complianoe cheddist APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT L0606)ig App v 1540 SULLIVAN AVENUE r� 644-2511 ext. 230 Bldg.Permit# I t aoD5'' Date Building Inspector Application must be printed or typed Location of Job: FEE SCHEDULE $0-$1,000=$15.00 Pr Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICA _x- - A APPLICANTZPH RESS C G = - r s APPLICANT'S ONE# ' OWNER �Ow N 3£q< OWNER ADDRESS e, eaP707rYuc saw OWNER PHONE ESTIMATED COST$ U IS THIS A CONTRAC OST? Yes k****No FEE ENCLOSED$ © &U TYPE OF JOB: New Installation OR-co �Zori o rim alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? LY YES ❑ NO ❑.RESIDENTIAL CURRENT USE AND OCCUPANCY d BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK NpS THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK 0 CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE *VI> i big 119,1690,IN MAR ELECTRICAL Ub - -ONTRACTOR ZBI f IA$ tA 10 110 0 M''w $ ` T-7�;/30/2M r v Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 185 Commerce Way HVAC# I Date: Sprinkler# Estimated Cost $ -160 6 Cow dtl FINAL PRO AL Permit Fee $ Building 1' -�� COMPLETE RED BOXED AREAS Occupancy Fee $ Engineeri TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.forCO. Total Fee $ 24V•� TO THE B MING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant 0 5 v e r;�., Ior Tr u c-no ovation of Work, 3 S 6.—-4 erc Lot No.Zz So o/BS- Applicant's Address �U� OLO(,1�;.dsu�¢ /lol Tel # 86v-Z 4Z_ 8r66 Town °M %t C 7' zip-0 6 U o Z Lic.#MCO. 010 c/S Z Owner J'A-+ 1 u a a s;n Architect do PO S Owner's Address IT (La d,5,W o J UAy, Architect's Address 50 ,tH w,n�Aur C7- Zip 06u7 4 Zip Sq.Ft. New Area: 1 st Fl. 3 jo c r Z' 2nd FI. 3rd FI. Total New Area 0 V G F7 Purpose of this permit S T04Aak A4n-,,4&c rur Lvj — PT City Water Well 0 Septic System 0 Sewer Ins: HO SP Cert. /� Area Basem Garage Approved b Date —,o Use Grou C-- Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be local d the proper distance fro II street lines,side yard lines,and required distances from all other zones and is located in which t s building and i e i w d. Signed_ I hereby apply for a Certificate of Occupancy f t work cr ed i application for the permit. Signed DO NOT WRITE BELOW HIS LINE INSPECTION COMMENTS LLC 12 lZc&i vWoocLWay Sota'V W wu4or, CT 06O744 August 25, 2011 To whom it may concern, We would like to move forward with the permit for placing the foundation only at this time. We will not hold the Town of South Windsor responsible for the outcome of the Tax Abatement request. Regards, X 2 v(/L i i J. Mark Lukasik Principal of Lukasik, LLC c INSPECTION FIELD SHEET O1/23/12 Printed by Peart, Dayshell 11:49:42 - INSPECTION: 42327 FOOTING PERMIT: STATUS: APPLICATION: 201100974 LOCATION: 185 COMMERCE WAY SOUTH WINDSOR PROPERTY ID: 22500185 OWNER: LUKASIK JAN M & ELIZABETH K CONTRACTOR: REQUEST BY: DESCRIPTION: FOUNDATION FOR STORAGE MANUFACTURING ADDITION. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 09/13/11 PRIORITY: SCHEDULED: 09/13/11 PM COMPLETED: 09/13/11 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS: MIKE @ 860-690-6662 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 10/07/11 ROSE PASS B001 FOOTING O1/20/12 DOUG PASS B002 FOUNDATION 09/20/11 DOUG PASS B002 FOUNDATION O1/18/12 DOUG PASS BO10 FINAL Electric # APPLICATION FOR BUILDING PERMIT Plumbin # 185 Commerce Way HVAC#g Date: 7-21^ Sp FINAL APPROVALS 1 A S I Estimated Cost $ Z Permit Fee $ Building COMPLETE RED BOXED AREAS Engineering Occupancy Fee $ En �o. g g TYPE OF PRINT ONLY Eng. Insp. Fee $ _ Affidavit ► SIGN ON REVERSE SIDE 4 PP Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 8�8SO The undersigned hereby applies to do work according to the following: Applicant rt ovation of Work _Lot No.??jhQla.5 Applicant's Address 167 f ,:, P Tel # 1�(oD Z`12-858� Town Zip OfGoZ Lic.# Owner ZG A,R,Si:& Architect e D Owner's Address /2 i2c6,:,.t h/caa k14>e Architect's Address Zip 66075K Zip Sq. Ft. New Area: 1 st Fl. .3 �h.S/G 2nd FI. ` 3rd FI. Total New Area Purpose of this permit /l7Gn✓�c7s��,,��W-1�.`On City Water ell a Septic System J Sewer G� Ins: HO SP Cert. Area Basement Garage Approved by Date 7' Use GrouL%jj Construction Type 4 ', 11, Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distanc m all street lines,side yard lines,and required distances from all other zones and is located in which thi, building an u i flowed. 7`Signed I hereby apply for a Certificate of Occu yZtoirkscribed in this application for the permit. Signed DO NOT WRI BELOW THIS LINE INSPECTION COMMENTS c PDS ENGINEERING & CONSTRUCTION, INC. AUG 15 7njj D South vvindsor BUILDING DEPARTMENT August 8, 2011 Town of South Windsor 1540 Sullivan Ave. South Windsor, Ct . 06074 Att : Building Official Christopher Duogan Dear Mr Dougan, This letter is to notify you that we wish to rescind the building permit application that we submitted for a new building addition for Satellite Tool on 185 Commerce way. You also may refund the building permit fee, payable to PDS Engineering & Construction. Regards "aA�LJ G Bill Jodice PDS Engineering & Construction Inc. 107 Old Windsor Road, Bloomfield, Connecticut 06002 • Tel: (860) 242-8586 • Fax: (860) 242-8587 • www.pdsec.com Affirmative Action/Equal Opportunity Employer � 1 Statement of Special Inspections Project: Satellite Tool Company Addition Location: 185 Commerce May, South Windsor, Ct.. Owner: Jan&Elizabeth Lukasik 12 Robins Wood May, South Windsor, Ct. 06074 Design Professional in Responsible Charge: Frank Borawski, PE, LS This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the following disciplines: x Structural ❑ Mechanical/Electrical/Plumbing Architectural ❑ Other: The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge. A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: At Completion or❑ per attached schedule. �Ir C Prepared by: kb Frank Borawski PE,LS (type or print name) - #io.I, 2 0 CAN N;. Signature Date • 'Design Professional Seal Owner's Authorization: Building Official's Acceptance: Signature ate Signature Date CASE Form 101 9 Statement of Special Inspections • ©CASE 2004 r ``AA�k,``,, �j CGmrY'�'2� Page 2 of 7 Schedule of Inspection and Testing Agencies This Statement of Special Inspections/Quality Assurance Plan includes the following building systems: x Soils and Foundations ❑ Spray Fire Resistant Material x Cast-in-Place Concrete ❑ Wood Construction ❑ Precast Concrete ❑ Exterior Insulation and Finish System X Masonry ❑ Mechanical &Electrical Systems x Structural Steel ❑ Architectural Systems ❑ Cold-Formed Steel Framing ❑ Special Cases .Special Inspection A encies Firm Address,Telephone, e-mail 1 Advanced Engineering 55 Laura street Technologies New Haven,Ct.06512 2. Inspector 3. Inspector 4. Testing Agency Materials Testing,Inc. 42 Boston Post Road Willimantic, Ct. 06226 5. Testing Agency 6. Other Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. CASE Form 101 • Statement of Special Inspections 9 ©CASE 2004 r Page 3 of 7 Quality Assurance Plan Quality Assurance for Seismic Resistance Seismic Design Category B Quality Assurance Plan Required (Y/N) N Description of seismic force resisting system and designated seismic systems: Quality Assurance for Wind Requirements Basic Wind Speed (3 second gust) 95 Wind Exposure Category B Quality Assurance Plan Required (Y/N) N Description of wind force resisting system and designated wind resisting components: Statement of Responsibility Each contractor responsible for the construction or fabrication of a system or component designated above must submit a Statement of Responsibility. CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Page 4 of 7 Qualifications of Inspectors and Testing Technicians The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer—a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute(ACI)Certification ACI-CFTT Concrete Field Testing Technician—Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1&2 ACI-STT Strength Testing Technician American Welding Society(AWS) Certification AWS-CWI Certified Welding Inspector AWS/AISC-SSI Certified Structural Steel Inspector American Society of Non-Destructive Testing(ASNT)Certification ASNT Non-Destructive Testing Technician—Level II or III. International Code Council (ICC)Certification ICC-SMSI Structural Masonry Special Inspector ICC-SWSI Structural Steel and Welding Special Inspector ICC-SFSI Spray-Applied Fireproofing Special Inspector ICC-PCSI Prestressed Concrete Special Inspector ICC-RCSI Reinforced Concrete Special Inspector National Institute for Certification in Engineering Technologies(NICET) NICET-CT Concrete Technician—Levels I, II, III&IV NICET-ST Soils Technician-Levels I, II, III & IV NICET-GET Geotechnical Engineering Technician-Levels I, II, III & IV Exterior Design Institute(EDI)Certification EDI-EIFS EIFS Third Party Inspector Other CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Soils and Foundations Page 5 of 7 Item Agency# Scope (Qualit) 1. Shallow Foundations Inspect soils below footings for adequate bearing capacity PE/GE 2. Controlled Structural Fill Perform sieve tests(ASTMD422&D1140)and modified Proctor tests(ASTMD1557)for Process gravel under building slab PE/GE Inspect placement, lift thickness and compaction of controlled fill. Test density of each lift offill by nuclear methods(ASTMD2922) 3. Deep Foundations 4. Load Testing 4. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Cast-in-Place Concrete Page 6 of 7 Item Agency# Scope (Qualif.) 1 Mix Design Review concrete batch tickets and verify compliance with approved mix design. Verb that water added at the site does not A Cl-CCI exceed that allowed by the mix design. ICGRCSI 2. Material Certification 3. Reinforcement Installation Random Inspect size,spacing,cover,positioning and grade of reinforcing steel. Verify that reinforcing bars are free ofform oil ACT CCI or other deleterious materials.Inspect bar laps and mechanical ICC-RCSI splices. Verb that bars are adequately tied and supported on chairs or bolsters 4. Post-Tensioning Operations 5. Welding of Reinforcing 6. Anchor Rods ACT CCI Inspect sue, positioningand embedment o anchor rods.Inspect f P ICGRCSI concrete placement and consolidation around anchors.Random 7. Concrete Placement 8. Sampling and Testing of Test concrete compressive strength(ASTM CH&C39),slump Concrete (ASTM C143), air-content(ASTM C231 or C173)and temperature ACTCFTT (ASTM C1064). Provide one test per 100 cubic yards min. ACI-STT 9. Curing and Protection 10. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 f Structural Steel Page 7 of 7 Item Agency# Scope (Quali.) 1 Fabricator Certification/ Quality Control Procedures ❑ Fabricator Exempt AWSIAISC- SSI ICGSWSI 2. Material Certification Review certified mill test reports and identification markings on wide flange shapes, high-strength bolts,nuts and welding AWSIAISC- electrodes SSI ICGSWSI 3. Open Web Steel Joists 4. Boltingnhigh-strength Random inspect installation and tightening of bolts. Verb that splines have separated from tension control bolts. AWSIAISC- Verify proper tightening sequence. Continuous inspection of bolts SSI in slip-critical connections. ICGSWSI 5. Welding AWS-CWI ASNT 6. Shear Connectors 7. Structural Details Inspect steel frame for compliance with structural drawings, including bracing, member configuration and connection details. PE/SE 8. Metal Deck 9. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Statement of Special Inspections Project: Satellite Tool Company Addition Location: 185 Commerce Way, South Windsor, Ct.. Owner: Jan&Elizabeth Lukasik 12 Robins Wood May, South Windsor, Ct. 06074 Design Professional in Responsible Charge: FrankBorawski,PE, LS This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the name of the Special Inspection Coordinator and the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the following disciplines: x Structural ❑ Mechanical/Electrical/Plumbing Architectural ❑ Other: The Special Inspection Coordinator shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge. A Final Report of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: At Completion or❑ per attached schedule. Prepared by: Frank Boraivski PE, LSCG t (type or print name) Signature Date Desi,rt PrAssiongl Seal Owner' Authorization: Building Official's Acceptance: r ignature Da a Signature Date CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Page 2 of 7 Schedule of Inspection and Testing Agencies This Statement of Special Inspections/Quality Assurance Plan includes the following building systems: x Soils and Foundations ❑ Spray Fire Resistant Material x Cast-in-Place Concrete ❑ Wood Construction ❑ Precast Concrete ❑ Exterior Insulation and Finish System X Masonry ❑ Mechanical & Electrical Systems x Structural Steel ❑ Architectural Systems ❑ Cold-Formed Steel Framing ❑ Special Cases Special Ins ection A encies Firm Address, Telephone, e-mail 1 Advanced Engineering 55 Laura Street Technologies New Haven,Ct.06512 2. Inspector 3. Inspector 4. Testing Agency Materials Testing, Inc. 42 Boston Post Road Willimantic, Ct. 06226 5. Testing Agency 6. Other Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. CASE Form 101 • Statement of Special Inspections 9 ©CASE 2004 Page 3 of 7 Quality Assurance Plan Quality Assurance for Seismic Resistance Seismic Design Category B Quality Assurance Plan Required (Y/N) N Description of seismic force resisting system and designated seismic systems: Quality Assurance for Wind Requirements Basic Wind Speed (3 second gust) 95 Wind Exposure Category B Quality Assurance Plan Required (Y/N) N Description of wind force resisting system and designated wind resisting components: Statement of Responsibility Each contractor responsible for the construction or fabrication of a system or component designated above must submit a Statement of Responsibility. CASE Form 101 9 Statement of Special Inspections • ©CASE 2004 Page 4 of 7 Qualifications of Inspectors and Testing Technicians The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer—a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute(ACI) Certification ACI-CFTT Concrete Field Testing Technician—Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1&2 ACI-STT Strength Testing Technician American Welding Society(AWS)Certification AWS-CWI Certified Welding Inspector AWS/AISC-SSI Certified Structural Steel Inspector .American Society of Non-Destructive Testing (ASNT)Certification ASNT Non-Destructive Testing Technician—Level II or 111. International Code Council (ICC)Certification ICC-SMSI Structural Masonry Special Inspector ICC-SWSI Structural Steel and Welding Special Inspector ICC-SFSI Spray-Applied Fireproofing Special Inspector ICC-PCSI Prestressed Concrete Special Inspector ICC-RCSI Reinforced Concrete Special Inspector National Institute for Certification in Engineering Technologies(NICET) NICET-CT Concrete Technician—Levels I, 11, III & IV NICET-ST Soils Technician-Levels I, 11, III & IV NICET-GET Geotechnical Engineering Technician-Levels I, II, III & IV Exterior Design Institute(EDI)Certification EDI-EIFS EIFS Third Party Inspector Other CASE Form 101 9 Statement of Special Inspections 9 ©CASE 2004 Soils and Foundations Page 5 of 7 Item Agency# Scope (Qualif.) 1 Shallow Foundations Inspect soils below footings for adequate bearing capacity PE/GE 2. Controlled Structural Fill Perform sieve tests(ASTMD422&D1140)and modified Proctor tests(ASTM Dl557)for Process gravel under building slab PE/GE Inspect placement,lift thickness and compaction of controlled fill. Test density of each lift offill by nuclear methods(ASTMD2922) 3. Deep Foundations 4. Load Testing 4. Other: CASE Form 101 • Statement of Special Inspections • ©CASE 2004 Cast-in-Place Concrete Page 6 of 7 Item Agency# Scope (Qualif.) 1. Mix Design Review concrete batch tickets and verify compliance with approved mix design. Verb that water added at the site does not ACI-CCI exceed that allowed by the mix design. ICC-RCSI 2. Material Certification 3. Reinforcement Installation Random Inspect size,spacing,cover,positioning and grade of reinforcing steel. Verify that reinforcing bars are free ofform oil ACI-CCI or other deleterious materials.Inspect bar laps and mechanical ICC-RCSI splices. Verb that bars are adequately tied and supported on chairs or bolsters 4. Post-Tensioning Operations 5. Welding of Reinforcing 6. Anchor Rods ACI-CCI Inspect size, positioning and embedment of anchor rods.Inspect ICC-RCSI concrete placement and consolidation around anchors.Random 7. Concrete Placement 8. Sampling and Testing of Test concrete compressive strength(ASTMC31 &C39),slump Concrete (ASTM C143),air-content(ASTM C231 or C173)and temperature ACI-= (ASTM C1064). Provide one test per 100 cubic yards min. ACI-STT 9. Curing and Protection 10. Other: CASE Form 101 • Statement of Special Inspections 9 ©CASE 2004 Structural Steel Page 7 of 7 Item Agency# Scope (Qualif.) 1 Fabricator Certification/ Quality Control Procedures ❑ Fabricator Exempt AWSIAISC- SSI ICC-SWSI 2. Material Certification Review certified mill test reports and identification markings on wide flange shapes, high-strength bolts, nuts and welding AbVSIAISC- electrodes SSI ICC-SWSI 3. Open Web Steel Joists 4. Bolting Random inspect installation and tightening of high-strength bolts. Verify that splines have separated from tension control bolts. AWSIAISC- Verify proper tightening sequence. Continuous inspection of bolts SSI in slip-critical connections. ICC-SWSI 5. Welding A iVS-CiVI ASNT 6. Shear Connectors 7. Structural Details Inspect steel frame for compliance with structural drawings, including bracing,member configuration and connection details. PE/SE 8. Metal Deck 9. Other: CASE Form 101 • Statement of Special Inspections 9 ©CASE 2004 BUILDING PERMIT • STATE OF CONNECTICUT WORKERS'COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat. § 31-286b) Property located at �/ p '4�4 In the town of _�, CL,/' A/ (2 �a- Name of building permit applicant: 1-49,Q l LU,6(t9 s-i' 2 Please check one: 1.4,1 am the owner of the above property. 2. V1 am the sole proprietor of a business. 2A.Name of business Y1 r GG/7�5 j Oo4,, 41a,,W 1 , 2B.Federal Employer Identification Number(FEIN) .................................................................................................................... Pursuant to§31-286b,"a property owner or sole proprietor[who]intends to act as a general contractor or principal employer"may provide either a certificate of workers'compensation insurance or a"sworn notarized affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1._I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant 2._I intend to act as a general contractor or principal employer.Applicant must either provide a certificate of workers'compensation insurance or sign the affidavit below. .................................................................................................................... Affidavit I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers'Compensation Act(Chapter 568). I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from vera by filing a waiver with the appropriate District Office;anVthhat sole prop . or f a b iness is not required to have coverage unless he files his intent to overage. /Sjjviature o pplicant Subscribed and sworn to before me this day of ,200 . (Notary Public/Commissioner of the Superior Court) i� Job Truss Truss Type �Qty Ply LUKASIK T01GE GABLE 2 1 Job Reference(optional) TRUSS MANUFACTURING,INC.,NEWINGTON.CT 06111.MARIO GIGUERE 6.500 s Feb 5 2007 MiTek Industnes,Inc. Fri Jul 20 09:42:27 2007 Page 1 0.10-8 7-0-0 14-0-0 14-10.8 0-10.8 7-0-0 7-0-0 G-10-8 saw-1:25 e 34= E 2W II b.4 II D F 2r4 C G sn ST2 T r 1 H a ' hs= za4n 2..0 2..n 2,4u LJ 3_ 14-" 14-0-0 Plate Offsets(X,Y) [E:O-2-8,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) Vdeff Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 027 Vert(LL) 0.01 1 n/r 90 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.17 Vert(TL) 0.02 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 H n/a n/a BCDL 10.0 Code IRC2003IM2002 (Matra) Weight:44 b LUMBER BRACING TOP CHORD 2 X 4 SPF Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2 X 4 SPF Not BOT CHORD Rigid ceiling direc0y applied or 10"oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) B=315/14-0-0,H=315/14.".L=145/14.",W468/14-".K=145/14-0-0,.k468114-" Max Horz B-73(LC 6) Max UpIAtB=-130(LC 5),Hs140(LC 6).L=-21(LC 5),M--206(LC 5).K=-9(LC 6).J=-208(LC 6) Max GraV6=315(LC 1),H=315(LC 1),L=145(LC 1).M=472(LC 10),K=145(LC 1).J=472(LC 11) FORCES (b)-Maxi num Compression/Maximum Tension TOP CHORD A-8=0/31,B-C=-122/52,C•D=-107/109,D-E--79/117,E-F-79/113,F-G-107/96,G-ht---122/52,H4=0/31 BOT CHORD B-M=0/88,L-M=QW,K-L=0(88,J-K=0/88,H.k0188 WEBS D-L=128143,C-M=-36&225,F-K=128/31,G,1=366227 NOTES 1)Unbalanced roof five bads have been considered for this design. 2)Wnd:ASCE 7-02;110mph;h=25ft;TCDL=S.Opst;BCDL=S.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind bads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek`Standard Gable End Detair 4)This truss has been designed for a 20.0 psi bottom chard live bad nonconcurrent with any other live bads. 5)Gable requkes continuous bottom lard bearing. 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection(by others)of truse to bearing plate capable of withstanding 130 b uplff at joint B,140 b uplift at joint H, 21 lb uplift at joint L,206 b uplift at joint M,9 lb uplift at joint K and 208 b uplft at joint J. 8)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard r+' 1 10 T�Z E;I"i_DL�'6 91PT. `it;r1�1 OF Tw ii'h R'd S:S^J This^.ertiftrd that this play and a?eci�leaticns are trth cor,rs o1 the prgw<gp W)dirvg pr alterations to to tmcfcd at 'orlher whh amendments stated in a i.'tln. Nith plan and 1 aP,ree to PPicatlo an -q�i•�tin comply with ah nln.� d and state laws and such orders as hall Df s:�—j by the BuIfd Department min `♦_ ,f f r-,!% apphcatio, and final Issue r°hdencj �,rrnrt, of buildin+ rr, r• . I?A'P.^.rovad suDlect to the condition tkat s re n,r �.dh. gul"ting Dei;ding shag! bt - , C ",m,ol7 nrprcwd TArse 1hteQ rrtA •Job Truss Truss TYPE ay PY r LUKASIK T01 OUEENPOST 12 1 Job Reference(0pbonal)J TRUSS MANUFACTURING,INC.,NEWINGTON,CT 06111.MARIO GIGUERE 6.500 s Feb 5 2007 MiTek Indus0m,Inc. Fri Jul 20 09.42:09 2007 Page 1 -G-10-8T 4.5-6 7-0-0 9-0-10 14-0-0_ _ 14-10-8 0-10-8 4-5.6 2-6-10 2-6-10 4-5-6 0-10-8 Scale-1:25.0 4.4= D 5 00 11 N4 DM O c E W1 1 F B G l H »- 3X5, 7-0-0 14-" 7-0-0 7-" Plate Offsets(X Y) [B:043-0,0.141],[F 030.0-1-8) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdeft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.28 Vert(LL) -0.09 F-H >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.60 Vert(TL) -0.18 F-H >906 180 BCLL 0.0 Rep Stress Ina YES WB 0.26 Horz(TL) 0.03 F n/a n/a BCDL 10.0 Code IRC20031TP12002 (Matra) Wlnd(LL) 0.04 B-H >999 360 Weigh:46 b LUMBER BRACING TOP CHORD 2 X 4 SPF Not TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling direly applied or 94!1-2 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) B--925M-3-8,F=925M-3-8 Max Horz B=73(LC 5) Max Upli tB---=(LC 5),F--332(LC 6) FORCES (Ib)-Maxinkum CompressioruMaxirman Tension TOP CHORD A-B--MW,B-C=-1507/441,C-D--1129/331,D-E=1129/331,E-F=1507/442,F-G=0/32 BOT CHORD B-H=-381/1308,F-H-309/1308 WEBS C-H=4IZ 39,D-H=1511606,E-H=412/239 NOTES 1)Unbalanced roof live bads have been considered for this design. 2)Wind:ASCE 7-02;11Ono;h=251111;TCDL=S.OpsP BCDL=5.0psf:Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 20.0 psf bottom chord live bad nonconcurrenl with any other We(Dads. 4)Provide mechanical connection(by others)of truss to bearing plate capabla of withstanding 332 b uplift at joint B and 332 b uplift at joint F. 5)This truss is designed in accordance with the 2003 International Residential Code sedans R502.11.1 and R802.10.2 and referenced standard ANSIfM 1. LOAD CASE(S)Standard w � j li cc/te'iad that IN,P;rQ ?nd YyrCtriL r///bAry(lfrJ oCCf//to--Q.oc'>vt¢rJ 4Wl,din8 4r altera(wns (o AS tnK104f wjtn amrnGTRnts st,tP (fled with plan and 1 din aPPltcatlon ar "'id1AR and atria lam q$r" to 0 rnPly with all zoning, sh.�n b lscuad by the Buitdin s rnd "'ch Qrdcrs as of this a 3 Dnpgrtment dur in ❑d PPlication a final laauano c1 Permit, a{ b drna SIgnad This Plan.;s pproved sub orders n I to the eohdition that crdtnancea regulating buildhi compgz with. 8 Shoji be F�tt.1PI��4P4Y'4!� Sheae tiled with �itj{,� luFAe_9tq rrittR IRA1 —al�� } ,,.. 1 ` I I i C oN r,k i e $Lf16 /-2 X J(I-ul,,6!, 10 THE 1-'" xUTH M'INp;Ut This eertificd thet this pl.iu end sv-at,r t+�ns are trur ereCtcted at w,� res of the proposed building or altrrats tr. b• together with a menCments stated in apuilcatlen a. filed with plan and I egret to comply w+th all zonmt Building and state laws and b such ord.rs issued �s sh,u b Y the Cuild+ng Department du Of this applicatio nd final Issuanc g d�nc� Permit. f build+nc SlIlmed G This pla approved + —' Order sub t to the condition that a ordinances regulating building shall be Co If with. CondltiosisllY Approved TIowity building Inspector -- Clerk Data11b—0 No. Electric # w APPLICATION FOR BUILDING PERMIT Plumbing# 1�' .�� Date• /02-��' U J� HVAC # '�� 1 7 5 %1 R S Commerce Wav — Sprinkler# 32268 FINAL P S i -- - ----- -- -- --- , Estimated Cost $1 p• - - ----- - - -- - -- --- -- --- Permit Fee $ rv, Buildin COMPLETE RED BOXED AREAS Occupancy Fee $ /n- gi Affidavit - TYPE OR PRINT ONLY 1 Eng. Insp. Fee $ Appr. for C a SIGN ON REVERSE SIDE _/ j Total Fee $ /.(�U. f<'_ TO THE BUI ING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant �'9i i�c�i r/� Too Location of Work l b-Ill r C6'17'Y QC 1 ��l' Lot No. Applicant's Address e/y 6 cJ �/�//L �' Tel.# - 2 15?e;) Town S, 6d2/'n cl r a Zip 7 Lic.# Owner Taw L`lz4ti Architect Owner's Address jf2 oa,�T N Architect's Address .9. cr7i'I�y.ro,Q Zip ©& Zip— Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit CA1-4-17_—' 4JCc.QS� ?S InO /7 d w City Watero Wello Septic System❑ Sewero Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group'7-7 Construction Type Revised 6/02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of a alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be to Wed the proper distance from all st eet lines,side yard lines,and required h' �distances from all other zones and is located in w his building its us is allowed Signs l �/ I hereby apply fora of Occu y for the work ri in is application for the permit. Signed ' NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-32268-B 10,000 BO1 FOOTING O1/24/06 PJP A W/OWNER B10 FINAL 02/09/07 JFF A WITH OWNER SATELLITE TOOL n MACHINE C.O. �.+�ili9si9�;o SPEC f too Electric # Oi35 APPLICATION FOR BUILDING PERMIT Plumbing# Date: HVAC # 185 Commerce Way Sprinkler# / 7 310 3 5 FINAL RO !� - --_ - Estimated Cost $ SAD - --- -- - - -- Permit Fee $ Buildin Ski ���"� COMPLETE RED BOXED AREAS _ Occupancy Fee $ Affidavi Engine TYPE OR PRINT ONLY Eng. Insp. Fee $ _ Appr. for CO. ► SIGN ON REVERSE SIDE -- — -- - ! Total Fee $ S S. TO THE B I DING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant -1E 11, �_ JI o,I r`��r h,�-�- Location of Work �,�M /NJ lry�� �� Lot No. Applicant's Address I S (�,:,r� rc - Tel.# �9D -gSS Town �k) ;h Zip bb U-7'1 Lic.# K Owner 75;c_,i LL,K Architect Owner's Address I �L kob,n uJo , ( L-)c,y Architect's Address 'A lw a ch ! Zip Dt c 77 Zip- .-Sq. Ft. New Area: 1 st FI. y 2nd FI. 3rd FI. Total New Area E �/ P ose of this rmit City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date Use Grou Construction Type Revised 6/02 1A7 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or s ifications of the Building for which this permit is asked,and agree that this building is to be located the proper i n fro all street lines,side yard lines,and required distances from all other zones and is located in which s building a its u 9s owed. Signed I hereby apply for a Certificat Of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 03/26/2009 10 18 (TOWN OF SOUTH WINDSOR aliceakehoe INSPECTION ENTRY - Location Type Department Scheduled Sched Tm Performed ------------------------------------------- ------------------------------ ------------------------------ ---------- -------- ---------- 185 COMMERCE WAY FOOTING 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY FOUNDATION 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY FRAMING (ROUGH) 1440 - BUILDING DEPARTMENT 10/17/2007 185 COMMERCE WAY FRAMING (ROUGH) 1440 - BUILDING DEPARTMENT 10/22/2007 185 COMMERCE WAY INSULATION 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY FIREPLACE / CHIMNEY 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY WOOD / GAS STOVE 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY FINAL 1440 - BUILDING DEPARTMENT 02/03/2005 185 COMMERCE WAY FINAL 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY ELECTRIC SERVICE 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY ELECTRIC UNDERGROUND 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY HVAC ROUGH 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY PLUMBING UNDERGROUND 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY PLUMBING ROUGH 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY PLUMBING GAS TEST 1440 - BUILDING DEPARTMENT 03/25/2005 185 COMMERCE WAY CO PLANNING INSPECTION 1430 - PLANNING DEPARTMENT 10/20/200E DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVR., 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 7-= Date f Iding LInspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street U Lot No. Over$1,000 $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS C-r nLY?V APPLICANT PHONE# _d o U - q D �O �q OWNER : OWNER ADDRESS //o--�__ .y Go Or O - OWNER PHONE (? C ESTIMATED COST$ +� IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ TYPE OF JOB: dSO R'CO� New Installation _Alteration/AdditiorJRepair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATYDINTkU A BUILDING PERMIT APPLICATION? NO ❑RESIDENTIAL ®BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY 0 MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL 0TORY IN C OVAL ENGINEER'S NAME ��n �{,�ICC�S i k PHONE — 9a 0 STORAGE 1 �f 0 GARAGE ADDRESS ID oocC ❑IvIDUD USE (� L CITY (�v. �J n �, ( STATE ZIP 06 d -7 v (Other Please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE A 6 A.,o SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS ( �X-f NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS 3 Z $if3 fj' NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINA14CES ANIJ STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. = 01 ° CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT l DATE 'A-;— v FINAL REPORT OF SPECIAL INSPECTIONS Project: Satellite Tool Company Addition Location: 185 Commerce Way South Windsor, CT Owner: Satellite Tools Company Owner's Address: 185 Commerce Way South Windsor, CT Architect of Record: N/A Structural Engineer of Record: PDS Engineering and Construction, Inc. 107 Old Windsor Road, Bloomfield, CT 06002 To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit,have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: None. , i�� �P rI�I U Jt,i4 6 6 ...1. 2 bout'. �V.IIusor (Attach continuation sheets if required to complete the description of corrections.) BUILDING DEPARTMENT Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector �`�,���O ME F T��G Esmat Mekael. P.E. 01-04-2012 �P . `V Advanced Engineering Technologies, Inc. 55 Laura St., New Haven, CT Tel:203-468-5706, Fax: 203-468-5461 , N0.21959,, \` CENS O „fONAt O_`�i f //III11111 i ignature ` Date\ Licensed Professional Seal CASE Form 101 Statement of Special Inspections ©CASE 2004 ----- 1 201200032 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 02/14/12 GIS ID:22500185 FEE: 10.00 MUNIS APPLICATION# 201101145 BUILDING DESCRIPTION: APPLICANT.. LOCATION NAME: PDS ENGINEERING AND CONSTRUCTION ADDRESS: 185 COMMERCE WAY ADDRESS: 107 OLD WINDSOR ROAD t OWNER: LUKASIK JAN M&ELIZABETH K BLOOMFIELD,CT 06002 l r ` '12 ROBINS WOOD WAY SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: STORAGE/MANUFACTURING ADDITION. , SATELLITE TOOL. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/14/2012 12:19 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000379 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 08/04/11 GIS ID:22500185 FEE: 1,871.00 MUNIS APPLICATION# 201100831 _ BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PDS ENGINEERING AND CONSTRUCTION ADDRESS: 185 COMMERCE WAY ADDRESS: 107 OLD WINDSOR ROAD OWNER: LUKASIK JAN M&ELIZABETH K SOUTH WINDSOR,CT 06074 12 ROBINS WOOD WAY SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: STORAGE/MANUFACTURING ADDITION. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/4/2011 10:50 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000445 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/13/11 GIS ID:22500185 FEE: 240.00 MUNIS APPLICATION# 201100974 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PDS ENGINEERING AND CONSTRUCTION ADDRESS: 185 COMMERCE WAY ADDRESS: 107 OLD WINDSOR ROAD .r OWNER: LUKASIK JAN M&ELIZABETH K BLOOMFIELD,CT 06002 % 12 ROBINS WOOD WAY n_ SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: FOUNDATION FOR STORAGE MANUFACTURING ADDITION. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/13/2011 9:45 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000538 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 10/18/11 GIS ID:22500185 FEE: 1,599.00 MUNIS APPLICATION# 201101145 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PDS ENGINEERING AND CONSTRUCTION ADDRESS: 185 COMMERCE WAY ADDRESS: 107 OLD WINDSOR ROAD OWNER: LUKASIK JAN M&ELIZABETH K BLOOMFIELD,CT 06002 , 12 ROBINS WOOD WAY SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: STORAGE/MANUFACTURING ADDITION. SATELLITE TOOL. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE.APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/18/2011 12:47 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200010 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 01/05/12 GIS ID: 22500185 FEE: 375.00 MUNIS APPLICATION# 201101145 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: M.J.EMONDS MECHANICAL ADDRESS: 185 COMMERCE WAY ADDRESS: 17 NUTMEG LANE OWNER: LUKASIK JAN M&ELIZABETH K GLASTONBURY,CT.06033 _,12 ROBINS WOOD WAY SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: STORAGE/MANUFACTURING ADDITION. SATELLITE TOOL. GROUND MOUNTED HEATING AND COOLING PACKAGED TRANE UNIT MODELS. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE,APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/5/2012 9:18 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200018 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 01/19/12 GIS ID:22500185 FEE: 60.00 MUNIS APPLICATION# 201101145 BUILDING DESCRIPTION: APPLICANT ; LOCATION NAME: JJK ELECTRIC <°+-; ADDRESS: 185 COMMERCE WAY ADDRESS: 278 OAKWOOD DRIVE OWNER: LUKASIK JAN M&ELIZABETH K GLASTONBURY,CT 06033 _ -.12 ROBINS WOOD WAY '- SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: STORAGE/MANUFACTURING ADDITION. SATELLITE TOOL. m 100 AMP SUB PANEL AND GENERAL PUPOSE OUTLET AND LIGHTING. SPECIAL CONDITIONS: 4 ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/19/2012 11:27 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200055 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 02/21/12 GIS ID:22500185 FEE: 30.00 MUNIS APPLICATION# 201200148 _ BUILDING DESCRIPTION: APPLICANT ;`: • LOCATION NAME: JOE KABARA ADDRESS: 185 COMMERCE WAY ADDRESS: 278 OAKWOOD DRIVE , �A OWNER: LUKASIK JAN M&ELIZABETH K GLASTONBURY,CT 06033 ` I2 ROBINS WOOD WAY ,..SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: WIRING TWO A/C AND HEATING UNITS.ONE 15 TON AND OTHER 7.5 TON`, GFI.SERVICE OUTLET,AND WIRING FOR T-STAT FOR EACH UNIT SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/21/2012 12:08 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE