Loading...
HomeMy WebLinkAbout100 CLIFFWOOD DR APPLICATION FOR BUILDING PERMIT Electric # Plumbing# 100 C1 if fwood Drive [Date: HVAC # 800263 Sprinkler# PFINALAPPROVALS -- --- - -- -- - � Estimated Cost $3000 Building COMPLETE RED BOXED AREAS Permit Fee $ Engineering TYPE OR PRINT ONLY Occupancy Fee $ /� I Eng. Insp. Fee $ Affidavit pr. for CO. - - -- E - --- - -- - — ► SIGN ON REVERSE SIDE � PP J Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: V Applicant .55 AE -L- Location of Work b Fr y tL uJao D Lot No. Applicant's Address I C>(�> L L-k mr-> Tel.# S6D AA /-'7 0' > Town Zip 01 01 Lic.# Owner I- �54=CCU V�-LoNNCt- Architect Owner's Address_►00 C L Tt/3000 1721+►'t= Architect's Address S--U7 \ �Nb�->� Zip�4 Zip Sq. Ft. New Area: 1st FI. 4,� 2nd FI. 3rd FI. Total New Area Purpose of this permit p o►�1 T-;� �X►STir�G ��CK. City Water Well❑ Septic Systemo Sewer Ins: HO +]E!� Area Basement Garage Approved by DatekL $ Use Group Construction Type Revised 6/02 �Iyy 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 d the proper distance fro a street lines,side yard lines,and required distances from all other zones and is located in w ch t buildin an its use is Signed I hereby apply for a Certificate of ccupanr for the o described in i a plication for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS PERMIT CLQ ED PER: PPS 17-176 TNO p-c 1)4_.193 ------------------------ r ' l BUILDING PERMIT STATE OF CONNECTICUT WORKERS'COMPENSATION COIvMIISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat. §31-286b) Property located at ( DO C-w VV cv b `D V,%J C: In the town of Name of building permit applicant: �5 Please check one: 1.)�—I am the owner of the above property. 2._1 am the sole proprietor of a business. 2A.Name of business 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. Is n an stop here] Sibiature 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 hetshe 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 coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of ,200 . (Notary Public/Commissioner of the Superior Court) APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT t 50 O D .3t APP O 1540 SULLIVAN AVENUE Bldg.Permit# x 1� 644-2511 ext. 230 Date Building Inspect r Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 ito C� �f u101k� Drtle Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT A(!I a er Pi u m bi h a fi Heo nl,U C APPLICANT ADDRESS Jld iAr LI)l nd,06 U htle7y APPLICANT'S PHONE# ADD-U,:� OWNER 9&ek'u k/c�onnell / A QW N 1S t q OWNER ADD�UD Cd Fj )DOd D f i V� 5001-h �.0 I�'J/�cS 6 LTUM-7',7 t ' OWNER PHONE �SLOU—lD�1y-2703 O "t* ESTIMATED COST$ 3 7.S IS THIS A CONTRACT COST? ✓Yes No FEE ENCLOSED$ TYPE OF JOB: q 4& S CO New Installation OR Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑ HEATING ❑ RESIDENTIAL ❑ A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC Cl WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT­BTUH) ( UH) i TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE& MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (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)-63a7-7q2- CONTRACTORS LICENSE NO. ``� �,�//�� TYPE STATE SIGNATURE OF APPLICANT JD4V ..J� DATE I/a s/15 Microsoft word-Home Occupation Norm-homeoccform.pdf httpJ/www.southwindsor.org/pages/swindsorctplanningdepVplannin... ao)3- 00-7 rA Home Occupation Information and Application Form ASSESSOR'S USE ONLY Minor Approved bye _ Date ❑ Major Horne Oc cupatiun Type /f Code p!e*Name /cJ f tlok N�c(.•��e DBA P-rbw Address of Proposed Occupation: 10 0 (' h F�&%mod d t i o<- _ 0,0 Telephone O 60-2 6$ -1CW J� Zone h (Note in DRZ Mr-moss only W mw hum oa u mww am allowed:approval letter From horrmwners usn required Description of Hume Occupation: /.Kisf�bn atfCA'lg � !b9 as f4 •el7S !iI- .i TAG �r..ti-G LW Me fier�k/' C�rL' It f�itS/ht7 !T J �4 14,C IF /1, /�lil l74� rC f0 C—CA T �f ;� �b4 `6t NJa Rt�SrsS Please use the boxes below or an attached sheet to provide the following. A.Proposed Sign 1. Attach copy of plot plan if available. 2. Use Box A(or attach sketch)to draw proposed signage. 3. Use Box B(or attach sketch)to draw the floor plan of the Horne Occupation area. 4. Architectural elevations for any pngxN d additions or modifications r n a e must be provided. °� FLOOR PLAN (_Basement _1"fl r ITw floor) I-lour area of dwelling tnaslr.a� Floor area of home occupation %of floor area devoted to home occupation 1 I have read the regulations regarding home occupations and will comply with said regulations.I understand that I must notify the Planning Department in writing upon termination of this occupation at this address.This permit is not transferable or assignable to another person.In the event of relocation,the permit holder must notify the Planning Department in writing to transfer the permit to the new location Signature of Applicp, Date a� Signature of Owne Date I of 1 3/4/2013 3:36 PM m a� c J fd �p p CU O 05 LL O' w } O C O O y L o oOa C a Cv t 8 v C: J a) � 8 U N t -O U g' cn N a Desi ✓ n and Plan Your Deck Deck layout diagram IT Top view without planks Bottom view with planks Top view with planks All rights reserved copyright @2008 DIY Technologies Page 2 S.D�sign;and Plan Your Ducknil Deck Part Identification Rail Post Top Rail Cap Rail Baluster / Decking Joist Tread Riser Bottom Rail Beam Posh Concrete Pier Stringer Baluster The vertical pieces of a railing spaced at regular intervals between posts. Beam A horizontal framing piece,which rests on posts and supports joists. Decking The boards used to make the walking surface of the deck Joist A horizontal frame piece that supports the decking and spreads the weight over the beams Ledger A horizontal strip that connects the deck to the house. Concrete Pier A vertical piece of concrete,used as a footing to support a post. Post A vertical framing piece,used to support a beam or a joist. Riser The board attached to the verticcal cut surface of a stair stringer. Stringer The diagonal board used to support treads and risers on a stairway. Tread The horizontal surface of a stair,perpendicular to the riser. Bottom Rail The lower horizontal piece that connects rail posts Top Rail The upper horizontal piece that connects rail posts Cap Rail The top horizontal trim on railing. Rail Post The vertical posts connected to the deck framing,to which railing is secured. All rights reserved copyright©2008 DIY Technologies Page 3 • P�es��u-:oud Plan Your ]hotk Installation Checklist Building code and zoning requirements Check deed restrictions, building codes and/or zoning laws to make sure your deck complies. Check with local utility companies to make sure deck construction will not disturb piping or wiring. Deck function While planning your deck,determine how it will be used. Your climate While planning your deck, consider local weather. Take advantage of good views. Install ledger Install ledger to anchor deck to house. Ledger placement determines the deck floor level, normally 2-4"below floor line. If unsure about attaching a ledger board,consult a professional. Use batterboards and mason's string to mark off deck area and locate footing. Square with string Attach string to ledger and/or batterboards. Batterboards go just outside perimeter comers of the deck. Use the 3-4-5 method to get a 90 degree angle in one comer. Install posts Footing/posthole depth is dictated by local codes. Check with local utility companies to make sure deck construction will not disturb piping or wiring. All rights reserved copyright©2008 DIY Technologies Page 4 As NO D) N 0 50.05. tiV 105,0p. CONSERVATION do DRAINAGE ESMNT, -------- GRAPHIC SCALE ll5 Y." 10 9 ® ( INS' ) 338 1 Inch = 40 IL � 1 30,095 SQ.FT. N -r iQh-*3 et c z \ OIZ- LEGEND r�� 2 L? N rn 336 \ ►V `�� — 326 EXISTING CONTOUR yj IRON PIN (TO BE SET) s SANITARY LATERAL WS WATER SERVICE G CAS SERME / FO FOOTING GRAIN �l IEXIST.HOUSE 7.F.332.0 ZONE A-30 F.F. 333.1 GF 331.0 �} \,\ ` /. INV.322.0 2e.4 \ 332 OWNER / APPLICANT \ HOUSE LOCATED AS SHOWN: U do R CONSTRUCTION COMPANY INC. s.s• 99 EAST CENTER STREET —� WS �o E 330 SEPTEMBER 2, 1997 MANCBESTER, CT 06040 o J TEL. (880) 643-9551 ��— ` 328 136.19• —=--- _---- S 9•0� E NOTE: ELEVATIONS REFER TO THE N.G.V.D. OF 1927 EXIST B IW.31 t.II4+ BEARINGS REFER TO M.D.C. DATUM _------TF=324.60-------- - ------------SAN.SEWER INV=320.52 _ — — — — — — — CLIFFWOOD DRIVE J C 872-2703 p �r� yvvr..a� _ a�-� Sommers aw sma I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ' DIL A s s O C 18 t e s I Zl C . ACCORDANCE WITH THE STANDARDS OF A CLASS A-? SU *ft c2mc�a P.O. sox 604 .v.raoa, CT. 00006-0604 DEFINED IN THE CODE OF PRACTICE FOR STANDARDS ace 0 CURA zq AAAp REFERENCES a'&��••'~' 000e'LAZUaS cave And mwamjt..7l spa--Ws Z. m-s wsa—"s.a� OF SURVEYS AND MAPS,ADOPTED DECEMBER 10.1975 A ENDED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,IN � °� °i °�"�10N "� AS BUILT BEING LOT NO. 4 ON MAP ENTITLED: TOPOGRAPHIC FEATURES, SHO EREON, WERE EPARED IN CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD, PREPARED FOR ACCORDANCE WITH SOUTH WINDSOR, CONN. DATE: JAN. 1995 REVISED: AUG.1995 SCALE: 1" = 40' PREPARED BY: JC U 8c R CONSTRUCTION CO. INC. _41SOMMERS ASSOCIATES, INC. VERNON, CONNECTICUT LOT ,� 4 JAMES C. SOMMERS LS. 9678 CISFFWOOD ESTATES SOME WINDSOR. CT. snoascT airs =CALs caaIr ea-141e-2 azwlr..1oo'7 1_ . . 40• 1 41e-4 -A,esig r��d Plan Your D 4k 14,111, Installation Checklist Post bracing Brace posts as dictated by local codes. Attach beams to posts Determine the desired deck floor height on the posts. Determine height for securing the top of the beam to the post. Attach joists Joists are attached to ledger board with joist hangers or by toenailing. Determine where blocking will go and snap a chalk line,but make sure to stagger pieces for ease of nailing. Lay decking Attach boards"bark side up"to minimize cupping and warping. The deck boards can be trimmed after they are installed. Railings Railings must be firmly attached to the framing members of the deck. Check for local code restrictions on railings. Stairs Check local codes on stair restrictions. Measure the rise and run of the stairs. Multi-level decks When planning a multi-level deck,for aesthetics make one deck larger than the other. AU rights reserved copyright 02008 DIY Technologies Page 5 = :esi'gn and plan Your Deck Tools Required &Tips for Success Tools Required: Carpenter's level Hearing protection Ruler Carpenter's square Hammer Safety glasses Chalk line Hand saw Screwdrivers Chisel Hoe and hose (to mix concrete) Shims or spacers Circular saw Ladder Shovel Claw hammer Line Socket wrench Combination square Mallet Stakes or batter boards Crescent wrench Nail set String Drills and bits Pencils Tamper Dust mask Pick Tape measure Extension cord Plumb bob Transit Framing square Post hole digger Tool belt Gloves Rafter square Two foot level Tips for success: 1. When cutting or drilling wood,always wear eye protection to prevent injury from flying wood particles 2 When cutting lumber,a fabric breathing mask will help to avoid ingestion of the dust. Wear gloves as the surface is rough and can cause splinters. 3 For outdoor projects, nails and other hardware should be hot-dipped zinc-coated or equally well-protected material to keep them from rusting. 4. To help prevent splitting,drill pilot holes in each piece of lumber before nailing or screwing. 5. Make sure to treat your deck to prolong its lifespan. Before you apply a finish on your deck,test for moisture by sprinkling the surface of a small area of the deck 6. with water. If the droplets bead up,the wood is still wet. Wood that is dry enough for treatment will quickly soak up the water. 7. Deck finishes come in both water and oil based. While oil-based finishes penetrate deeper into the wood, water-based products are easier to clean up and are more forgiving in damp conditions. 8 When applying finish or cleaner to your deck, protect surrounding vegetation by wetting with a hose and covering with plastic. 9. Invest in a pair of kneepads if you are doing floor jobs or working on a deck. 10. Dispose of scraps in the regular trash or take to a landfill-never bum. "How to Guide"Download Information If you have not read our deck building article,read it at Lowes.com/YourDeck All rights reserved copyright 02008 DIY Technologies Page 6 s acid Plain Your Deck :. . -T Below are the Specifications And Materials that you have selected for your deck. 42''�,ta Overview Number of Levels: 1 Footer Depth: We- Total Square Feet:515 Live Load:40 psf Dead Load: 10 psf Component Size Wood Type Joists 2 x 8 Top Choice Treated Beams 2 x 8 Top Choice Treated Posts 4 x 4 Top Choice Treated Decking 5/4 x 6 Pressure Treated Severe Weather Decking Railing Pressure Treated Railing Bench None Lattice None L12�ItA FooterDe th Live Load 140 psf Dead Load 110 psf All rights reserved copyright 02008 DIY Technologies Page 7 Plan Your Dock Item Numbers May Vary By Location Some Items May Not Be Available In All Locations Material List Lumber Materials Item Number Quantity Description 23715 13 2X8X10 TOP CHOICE STRUCT HF ACQ 109461 24 2X8X20 TOP CHOICE STRUCT HF ACQ 24551 2 2X8X16 TOP CHOICE STRUCT HF ACQ 107961 2 2X8X14 TOP CHOICE STRUCT HF ACQ 30271 4 2X8X12 TOP CHOICE STRUCT HF ACQ 4654 5 5-STEP STRINGER#1 WATER REPELENT 7894 8 HANDRAIL PT STD 8'#1 DENSE SEL WR 157780 15 4X4X48"NOTCHED DECK POST HF ACQ 42380 20 2X4X6'TRU-FIT DECK RAIL 37761 106 2X2X36" BALUSTER SQUARE 23712 1 2X8X8 TOP CHOICE STRUCT HF ACQ 5399 19 5/4X6X12 PT PREM D KG .40 201698 17 5/4X6X14 SW TOP CHOICE ACQ 5401 38 5/4X6X16 PT PRIM D KG .40 40983 12 5/4X6X20 WR PREM DKG 121 19 4X #2.40 ACQ TREATED Other Materials Item Number Quantity Unit Description 69264 1 5 NAIL COMMON GALV 5 LB 16 D 2411 17 1 4X4 2-SIDE POST ANCHOR TZ 14354 10385 23 80 CONCRETE MIX 80# QUIKRETE 70664 17 1 1/2"X6 HDG ANCHOR BOLT WASHER/NUT 69262 2 5 NAIL COMMON GALV 5 LB 10 D 63449 136 1 GALV ROUND WASHER 1/2" 67357 68 1 GALV CARRIAGE BOLT 1/2 X 8 67342 68 1 GALV 1/2 HEX NUT 14328 84 1 XTENDED RAFTER TIE RT-15 69138 28 1 NAIL COMMON GALV 1LB 8D 68408 3 1 JOIST HGR.NAIL 1 LB 1-1/2"NA1 11 CD 21993 9 1 HURR ANCHOR 6.5X1.5TZ DBL PLATE TIE 108806 31 1 LUS28Z ZMAX 2X8 JOIST HANGER 124475 1 5 5LB N10D HOT-DIP GALVINIZED NAIL 2235 6 1 FIELD ADJ FR ANGLE 4-5/8TZ 1411 5 1 LSU26-R 2X6 SLOPE/SKEW HANGER 49117 3 1 1.20GL WATERGUARD OLYMPIC 85917 11347 30 1 4X4 DECK POST TIE TZ 14360 41196 3 1 3/8"HEX NUT GALVANIZED 25 PP 41706 5 1 3/8"FLAT WASHER GALV 25 PP 67353 60 1 GALV CARRIAGE BOLT 3/8 X 8 All rights reserved copyright©2008 DIY Technologies Page 8 51 Mond Plan Your ]De(k Other Materials Item Number IQuantity I Unit I Description 67365 166 11 1 GALV LAG SCREW 1/2 X 6 All rights reserved copyright @2008 DIY Technologies Page 9 .81'clifand plan Your Dedi � Sa Beam Layout Level 101 I4U-bc- LO 1\L-1-, 31 8 F 16 z- A ,Z3 3 �lsTl�1� 3' C BEAM LABEL BEAM L GTH1 Pdp&&UN I Lj�� OST SPACING 71 A 17 10, 6 4 '7 1/2 B 2'8 1/2" 2 ( '5 1/2" C 2'9 1/4" 2 I '6 1/4" D 23' 6 ( 'S" E 11' 1 " 3 '1/2" 3 P 6 FAG 1 S gLC ' Sll , Zy � c�P►�� All rights reserved copyright©r008IY Technologies Page 10 �L 42 J Y Y L'' j s gdtaod Plan Your Dock Materials Cut List: Level 1 E A U g F S S S S G Q G R Q H K R Q P N M J B I LABEL NAME QTY LENGTH BEVELS LABEL NAME QTY LENGTH BEVELS A Fascia 1 15'6" F45 S45 L Header 1 3'5 1/4" B Fascia 1 24'6" F45 S45 M Header 1 3'5 1/4" C Fascia 1 18'3" F45 S45 N Joist 2 8'1" D Fascia 2 3'6 1/2" F45 S45 O Joist 1 17'6 1/4" E Outer Joist 1 15 4" P Joist 1 18'5" F Header 1 11' 10" Q Joist 6 8. 1. G Outer Joist 1 9' R Joist 6 18'5" H Header 1 10, 11" S Joist 7 17'6" 1 Outer Joist 1 8'2 1/2" T Joist 1 16'7" J Outer Joist 1 16' 1 112" U Joist 1 15'3" K Header 1 18'2" Cut Angles: L=Left, R=Right, F=Front,S=Side All rights reserved copyright©2008 DIY Technologies Page 11 �►e -"s-Igmand plan Your ]D.etk � Permit Page: Level 1 B LOAD AND SUPPORT: Your deck will support a 40 PSF live load. Posts have 30"below ground support. n DECK AND POST HEIGHT: You selected a height of 36"from the top of the decking to E the ground level.The top of the deck support posts will therefore be 27.25"above ground level. Joists: Set joists on top of beams, 16";center to center. Stress Analysis: Level 1 Component PSF Joist Deflection 151 Joist Bending 50 Joist Shear 86 Joist Compression 150 Beam Deflection 66 Beam Bending 66 Beam Shear 55 Bolt Shear 111 Post Stability168 All rights reserved copyright 02008 DIY Technologies Page 12 - J • >o� lsigo- nd Plan Your Desk Warning: This may not be a final design plan. Variations in building codes,specific architectural considerations,or site conditions may require changes to this design. You are responsible for the final structural,code verification,material usage,and structural safety of this design. Be sure to check and verify the design with your architect,engineer and building inspector. Lowe's is a supplier of material only. Lowe's does not engage in the practice of engineering,architecture,or general contracting. Lowe's does not assume any responsibility for design,engineering,or construction;for the use of installation of materials;or for compliance with any building code or standard of workmanship. Always refer to information on fastener packaging for use with pressure treated lumber. Preferences:Certain assumptions have been made in order to provide an accurate material quote for your Deck Project. Because local codes vary throughout the country,it is imperative that you check with your local municipality for compliance with local building codes. The following building practice assumptions have been made in providing the materials for your project: Footer Depth: 30 Joist Cantilever: 12 inches Joist Spacing: 16"center to center Spacing Between Deck Planking: 1/8 inch Stair Stringers: 10 inches Deck Live Load: 40 psf Deck Dead Load: 10 psf Stairs Live Load: 40 psf Stairs Dead Load: 10 psf Be sure to check and verify the design with your architect,engineer and building inspector. Note:It is recommended that joist that meet on top of beams should be spliced with gussets.The gussets should be 2-by wood the same width at the joist and overlap by 6 inches on each side.These gussets should be held in place with 12 16d galvanized nails. Handling Precautions for Pressure-Treated Wood Disposal:Dispose of treated wood by ordinary trash collection. Treated wood should not be burned in open fires,stoves,fireplaces,or residential biters because toxic chemicals may be produced as part of the smoke and ashes. Treated wood from commercial or industrial use(e.g construction sites)must be disposed of in accordance with state and Federal regulations,which may include burning only in commercial or industrial incinerators or boilers. Always refer to information on fastener packaging for use with pressure treated lumber. Operating Conditions:Avoid frequent or prolonged inhalation of sawdust from treated wood. When sawing,sanding and machining treated wood,wear a dust mask. Whenever possible,these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from treated wood. (Lowe's in- store saws are equipped with a vacuum to minimize airborne sawdust). Protection:When power-sawing and machining,wear goggles to protect eyes from flying particles. Clean Thoroughly:Wear gloves when working with the wood. After working with the wood,and before eating,drinking,toileting,and use of tobacco products, wash exposed areas thoroughly. Wash Separately:Because preservatives or sawdust may accumulate on clothes,they should be laundered before reuse. Wash work clothes separately from other household clothing. For Additional Information:www.epa.gov-www.heafhybuilding.net-www.ccasafetyinfo.com www.treatedwood.com-Call:(800)282-0600 or(800)356-AWPI All rights reserved copyright 02008 DIY Technologies Page 13 C N���J N 0g'S0'p " L5 c E � w E S w 105,p0. CONSERVATION do ��PJ D NAGE ESMINT, : scauth vvinuSOr Q�JI ING DEPARWF 11 ,5-" 338 w 30.095 SQ,FT. .N . �OC>fT'1d1.� a�. eF f N Z \ O� J V - - � z � � v? 336 J J xby'. 3 k33a.f i�y5 ` ' 41 6 a 27.3• v� 334 2s L EXIST.HOUSE ` ' I T.F.332.0 i a F.F. 333.1 \ INV.322.0 GF 331.0 ` \332 SOW 28.4 \ HOUSE 330 SEPTE WS osnvE ^t 136.19 328 F—=324.60--- SAN.SEWER INV=320.52 _ _ — — _ _ — — CLIFF WOOD DRIVE 1 HEREBY CERTIFY-THAT THIS MAP AND SURVEY WERE :PREPARED IN- 97 ' ACCORDANCE WITH THE STANDARDS OF A CLASS A-9 S DEFINED IN THE CODE OF PRACTICE FOR STANDARDS 0 cuR MAP REFEREN OF SURVEYS AND MAPS.ADOPTED DECEMBER 10,1975 NDED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,I � BEING LOT NO. 4 ON MAP TOPOGRAPHIC FEATURES, SHO EREON, WERE EPARED IN CLIFFWOOD ESTATES SUBDC ACCORDANCE WITH SOUTH WINDSOR, CONN. D, AUG.1995 SCALE: 1" = 4C 41 SOMMERS ASSOCIATES, INC JAMES C. SOMMERS L.S. 9678 MAY 2 8 2008 D South Windsor BUILDING DEPARTMENT fo THE SUIZIAj DEPT. TOWN OF SGUTH WINDSO► This dertitled that this plan ant specifications are trus eUoiee of the proposmd building or alterations to be elected 84 street together with amendments stated to apphcntion and Nled with plan and 1 agree to comply with .li zoning. Bullding end state laws and such orders as shall be #,sued by the Building Department Curing pendency „f this a li ation and final issuance of a building I This plan is pprnved s�bast to the condition that on. �s -nd dlnances rcgulatin` building shell bs ' These WA wtth �.�.l.tir.•r. ny ...roved -"— "-- CterM CERTIFICATION OF ZONING C-0!�'PLIAV`,E Proposed buildinc�(s), as sho%^,rn on Chic p _ i appear(s) t-n ` t confor- w`.' current South L Ji-- r regl�lc. <;s. Variances and specicl ex.7-_, . -.,a may ap y� I Date _ Zoning tniorcement Offices ' r� IAro N 08•50.05. W 'OS 00•CONSERVATION do QRAIiNAGE ESMNT. ____` GRAPHIC SCALE _•• 40 0 {0 �0 ISO 20 ------- --- ----------------J ® ( INFM 1 Inch a 40 1L 33B O �► 30,095 SQ.FT. N -.► Z 3 LEGEND � N N r\ 2 C6 — 336 326 EXISTING CONTOUR N ` a IRON PIN (TO BE SET) S SANITARY LITERAL d✓ m WS WATER SERVICE x�' 3 x33,4 Ld 5 c GAS SERVICE lo 27.3i6 *3�` F �'1 334 FO FOOTING DRAIN '� s> 13 EXIST.HOUSE , �: i I T.F.332.0 ;� '` l C� ` ZONE A-30 F.F. 333.1 GF 331.0 \ l j INV.322.0 � 332 OWNER / APPLICANT ,4 2a.+ \ \ HOUSE LOCATED AS SHOWN: c�• / 9N ON COMPANY INC. 2 s' �CDW 3 TEBE , MANCNESTER. CT 06040 WS TEL (860) 643-9551 pJ 6 / \ 136.19' 328 NOTE: ELEVATIONS REFER TO THE N.G.V.D. OF 1927 EXI CB INV.31I."+ BEARINGS REFER TO M.D.C. DATUM ___---TF=324.60-------- - ------------SAN.SEWER INV=320.52 CLIFFWOOD DRIVE lcmWwmm i C 872-2703 ,e. D7t.wN S o m m e r S sY MULZ A. SOS I HEREBY CERTIFY•THAT THIS MAP AND SURVEY WERE PREPARED IN 7 ' D•z,�' A S S O C S t e . I rl C . caacan P.O. aox eoa .v.raoa. cT oeoee-oeoa ACCORDANCE WITH THE STANDARDS OF A rf ASS A-9 SG „r ,�. DEFINED IN THE CODE OF PRACTICE FOR STANDARDS 0 �CUR � . MAP REFERENCES D.==.�..,... c.e.•.><�t ai.0 .a. ..aas.v _�..� �� ...r.�... OF SURVEYS AND MAPS.ADOPTED DECEMBER 10.1975 VENDED NY 0. °�0N AS BUILT BY THE CONNEC11CUT ASSOCIATION OF LAND SURVEYORS I BEING LOT NO. 4 ON MAP ENTITLED: TOPOGRAPHIC FEATURES, SHO EREON, WERE EPARED IN - CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD, PREPARED FOR ` ACCORDANCE WITH SOUTH WINDSOR. CONN. DATE: JAN. 1995 REVISED: AUG.1995 SCALE: 1" = 40' PREPARED BY: JC U 8c R CONSTRUCTION CO. INC. SOMMERS ASSOCIATES, INC. VERNON. CONNECTICUT LOT 0 a CLIFFWOOD ESTATES SOUTH WrNDSOR. CT. JAMES C. SOMMERS L.S. 9678 rs 01, D.rs ■CA.&= c.Dr ee—sass—a aapT..soo� s^ .• ao• sasa—a _ — — 105.00l CONS-RVATION-& DRAIN _`' DRAINAGE so.L-arft _ GRAPHIC SCALE hL M M tp MAP REFERENCES h-^- ------J --- ---------- ® BEING LOT NO. 4 ON MAP ENTITLED: 338 CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD, i inch • 40 !t SOUTH WINDSOR, CONN. DATE: JAN. 1995 REVISED: O AUG.1995 SCALE: 1" = 40' PREPARED BY: JC W 30,095 SQ.FT. SOMMERS ASSOCIATES, INC. VERNON, CONNECTICUT N Z 3 LEGEND OD N O Z cn rn / .. 326 EXISTING CONTOUR V 4^ �i • IRON PIN (TO BE SET) 332 S SANITARY LATERAL 330 rrl ► WS WATER SERVICE i RL ROOF LEADER zs. c FD FOOTING DRAIN 334 iF'ZDw P1 RFlbUiRas •-t�c�� .'' INStALUI'g6A1 of �SASK- c � WME&VA4t/0-1 w�,ar= �� PROP HOUS ZONE A-30 0 332 F.F. . '_> t�car,roc, �R�"`I• F. 330. PROPOSED ,. • INV.322-0 332 TREE LINE so28. DITHERUCA SILT FENCE (TYP) U do R CONS!'R cnoN COMPANY Dic. o 2 sz 99 EAST CE TM STRESP .8' B , �, � 330 MmclEcsm. CT 08040 WS I / 328 . �< 136.19' O \ S 19*08-4 E p y O - ELEVATIONS REFER TO THE N.G.V.D. OF 1927 CONST. ENTRANCE PAD BEARINGS REFER TO M.D.C. DATUM CB MN.311.94 -- ------_SA SEWER SEE ATTACHED DETAIL INV=320.52 CUFFWOOD DRIVE - -- - - - - - - - - - - - - - - - - - - - "..� .TC 872-2703 •.�•,R Sommers I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN PURPOSE & VALIDITY: THIS MAP IS ONLY INTENDED TO DEPICT M&OR A s s O C 12L t,e s I Il C . 6�� U6 'T-&rroo• Dri�o Voraoa, CT. Od066-$�10 ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS THE PROPOSED LOCATION OF A SINGLE FAMILY DWELLING ., ... DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY WITH ITS UTILITY CONNECTION'S FOR REVIEW AND APPROVAL B °1id Amms o..Mmw xmwft ... &0" 0-romr— OF SURVEYS AND MAPSJIDOPTED DECEMBER 10,1975 AS AMENDED THE TOWN OF SOUTH WINDSOR STAFF IN THE ISSUANCE OF m or sG4 BY THE CONNECTICUT ASSOCL PLOT PLANATION OF LAND SURVEYORS,INC. PERMITS FOR CONSTRUCTION ON THIS LOT. t �,�,� TOPOGRAPHIC fEA S. SAOWN HER ON, WERE PREPARED IN THIS MAP IS NOT VAUD WITHOUT NAMED SURVEYOR'S AND 4-4m Ms PREPARED FOR ACCORDANCE W — ENGINEER'S LIVE SIGNATURES AND RAISED EMBOSSED SEALS 6La� 10L. Li o►� U de R CONSTRUCTION CO. INC. LOT N 4 CLIFF1rOOD ESTATES SOUTH WINDSOR. CT. JMfEs C. SOIdMERS L.S. 9678 � I�t�r2!�. �Q Q� ROBERf A. WARD, JR P.E906si • ,00nve amass .ai.:� CIA" �s—sais—� as�►arf..iss► i• � � aats—s ups 08'50'05" W 105.00, CONSERVATION-&DRAINAGE --� GRAPHIC SCALE - bT�p - • N 13-QZ'5S" IV . _ -- MAP REFERENCES ® BEING LOT NO. 4 ON MAP ENTITLED: 338 CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD, i fooh �' ' SOUTH WINDSOR, CONN. DATE: JAN. 1995 REVISED: O AUG.1995 SCALE: 1" = 40' PREPARED BY: JC W 30,095 SQ.FT. SOMMERS ASSOCIATES, INC. VERNON, CONNECTICUT N n LEGEND Z coN O -�� 326 EXMMNG CONTOUR r- N - � •+ IRON M (TO BE SM ' V 5 SANITARY LATERAL 33p WS ER WAT SERVICE T DER RL ROOF LEA � t�r 334 -` Fo a7ooTarc MAN % z8.1 .- if.�bw►t R�t�,Q�s Zti•K � of A.BACK\a PROP HODS LONE A-30 WWFAL Vawr- FbILT41E f+vnMC, vRM111. F.F. 332.0 F. 330. PROPOSED INV.322.0 332 TREE LINE so O"m / APPLICANT 28. ' SILT FENCE (TYP) U & R CON317= TION COMPANY INC. 99 O 2.8 2a 330 �`t �► MANC—RE AK CT 06040 WS �► .•2v Talc `wo) 649-9661 T.F 323.vo f 13 .19' O 328/ ;�► 19.08'4 E O 1< \ --- -� O NOTE ELEVATIONS REFER TO THE N.QV.D. OF 1927 CONST. ENTRANCE PAD 8154RINW REFER M M.D.C. DATUM EXIST CB INK3e1.04 LAT. -------SAN.SEWER SEE ATTACHED DETAIL - TF-324.60-------' INV=320.52 CLJFFWOOD DRIVE ,..a... Sommers OE-&" PURPOSE do VALIDITY: THIS MAP IS ONLY INTENDED TO DEPICT As s o c i ate s I r1 c . I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN as r.�me. Dwl-. . v.�oa. Cr. oe0ee-saie ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS THE PROPOSED LOCATION OF A SINGLE FAMILY DWELLING sir �+ DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY WITH ITS UTILITY CONNECTIONS FOR REVIEW AND APPROVAL B �'�""""' mb" &A" "'""w �"'� soma ~war— OF SURVEYS AND MAPS,ADOPTED DECEMBER 10,1975 AS AMENDED THE TOWN OF SOUTH WINDSOR STAFF IN THE ISSUANCE OF �► v� BY THE CONNECTICUT ASSOCLATION OF LAND SURVEYORS,INC. PERMITS FOR CONSTI?UGTION UN THIS LOT. ,. �,,.,� PLOT PLAN TOPOGRAPHIC FEA S. SHOWN HER ON, WERE PREPARED IN THIS MAP IS NOT VALID WITHOUT NAMED SURVEYOR'S AND � �' C"*"""'"'s PREPARED FOR ACCORDANCE W —I'l"OlAo-i , - ENGINEER'S LIVE SIGNATURES AND RAISED EMBOSSED SEALS /� - _ n U Se R CONSTRUCTION CO. INC. Ul. Li Wu LOT # 4 JAMES C. SOMMERS L.S. 9678 R09M A. WARD. JR. P.E.9069 CL FrW00D ESTATES SOUTH WINDSOR. Cr. /g11�i2!L Q Q 7 mmem r a s. .e sa a.si �s-saa�-� a�s..is� i� i16iw " I As N 08-50,05. w 105 0 p, CONSERVATION-& - _ RAINAG�T. GRAPHIC SCALE N 13.Q2 59" , r.JV DQ.�ti ~ - --- ~-------• tM S'-slr MAP REFERENCES ` _ --- ----------------J ® BEING LOT NO. 4 ON MAP ENTITLED: IN M! ) 338 CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD, i looh 10 !t SOUTH WINDSOR, CONN. DATE: JAN. 1995 REVISED: O AUG.1995 SCALE: 1" = 40' PREPARED BY: JC W ASSOCIATES,30,095 SQ.FT. SOMMERS ES, INC. VERNON, CONNECTICUT N A �* 2 O LEGEND N ^ 3 :co 04 2 326 EXISTING CONTOUR v bo IRON PIN (TO 8E SET) S SANITARY LATERAL r+1 �t� WS WATER SERVICE 33p RL ROOF LEADER 334 FD FOOTING ORAIN if-tnwri IzEau.aas -T1 28.7 ^' Iw15TALLA"6-1 Ofr ♦BA[K-` v4ar6&VALU& FbW- PROP HODS LONE A-30 Ao�inu. vaa,a. F.F. 332.0 F. 330. PROPOSED iNV.322.0 332 TREE LINE' . ' so OWNER APPLICANT 28. q, SILT FENCE (TYP) U & R CONSTRUCTION COMPANY INC. 2.8' 32e :- 99 EAST CENTER STREET . � 330 � �C�4TSR, CT�06040 COST. C.B. 7a Wv k!. . 9t9.S9 328 ~ 1 '08'4 E O - WM- ELEYATKM REFER TO THE N.G.V.D. OF 1927 EXIST CB SI N CONST. ENTRANCE PAD SWI!NM REFER M M.D.C. MUM TF=324.60-----INv---—zz' azs -------SAN.SEINER SEE ATTACHED DETAIL -- � INV=320.52 CUFFWOOD DRIVE Sommers I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN PURPOSE & VALIDITY: THIS MAP IS ONLY INTENDED TO DEPICT 4L S SC:) C i a t,e S I ri C . 196 T•rrmo• Drtwo 9 Voraoa. CT. 0600d—=.&Le ACCORDANCE WITH THE STANDARDS OF A CLwss w-2 SURVEY AS THE PROPOSED LOCATION OF A SINGLE FAMILY DWELLING Sw = DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY WITH ITS UTILITY CONNECTIONS FOR REVIEW AND APPROVAL BY 1111dillill 10---saffi-a """ Aube woo" + mftwft � some 0-r++r- OF SURVEYS AND MAPS,ADOPTED DECEMBER 10.1975 AS AMENDED THE TOWN OF SOUTH WINDSOR STAFF IN THE ISSUANCE OF ■ 1 SN4�iii BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,INC. PERMITS FOR CONSTRUCTION ON THIS LOT. PLOT PLAN 4-4 TOPOGRAPHIC FEA S. SACWN H R N W THIS MAP IS NOT VALID WITHOUT NM1EDSURVEYOR'Se+s min E 0 WERE PREPARED IN AND PREPARED 1rOR ACCORDANCE W — ENGINEER'S LIVE SIGNATURES AND RAISED EMBOSSED SEALS • a� n U de R CONSTRUCTION CO. INC. 10L `�'LAJ LOT 1/ 4 �A P.E9M CLIFFWOOD ESTATES SOUTH WINDSOR. CT. .�AMIrB C. SOMA L.S. 9678 Al �T1r'A!L 19 Q, R08ERf A. MIARD, ,.,. >..,.. .o..� e... �s-1440-8 1 arA111..199V >L• do** aai0-4 2 APR 4 159/ . I> ,�` South Windsor t .u_.. BUILDING DEPARTMENT TO T"F C,::Muu- O[.i. TOAA of S0;1ifi PIS certified that this plan and specifications are tni. bol,i.s of the proposed building or alterations to br erected at 00 3,, cv<01) Strrei YYtt�) together with amen nts stated in application filed with plan and 1 agree to comply with all zonin. �'^• Building and state laws and such orders as shall�- issued by the building Deportment during penden- .,t this application and final issuance of ak buitdir, s�7, ,goodpermit. 4 9 E4 �_L. - `,,� his plan Is appr^ved subject to the condition tb� orders and ordinances regulating building shall D. •. 'A Compiled with. Conditionally Approved These filed with 1,tY M�+� ��i IGInQ inspector Clerli NOTES L." RATR7S[OF A STALLM CONSTFAXI DM ENTRANCE IS FYKTTNG ROADWAY TO R[DUtt THE TAIACIONG OR FLOTNIING OF KDLNEMT ON TO LOCAL STREfl1. CE SHOULD K CLEARED OF ALL VEOETATKK ROOM AtCLEAREDMD NTRAN OTHER OWEC- T10NALL[W MAL TOM DIMENSIONS SHOWPL &RAC[OTKR A WONEN OF NONWV-TR CONSTRUCTION FAEIUC ON SLgKVVDE BOON TO Oft#AX PLACEMENT. .THE EMMMCE SHOULD K LNIRAINED IN A CONDITION MICIN 2 WILL►R[VW TMCIfMO CA fIOUMC OF SEDIIENT ON TO THE STREET. THNS WILL Kam PMODC TO/DRESSING wrf" SLY Ad an ADDRg14L STONE ON ANIOITIONAL L[NC%AS CONDMONS 11 DCfwO. Nlplll s ws®IOIiI GRADATION TABLE PLAN SQUARE MESH PERCENT PASSING $pow n SIEVES(INCHES) BY WEIGHT OONL Lst f amww slat on alas 2% 100 1 95-100 ^" 1 % 35-70 1 TA 0-25 .E mom"wn—i ce 1 0-10 SECTION A—A °"T CONSTRUCTION ENTRANCE PAD NOT TO SCALE <� NO��) N 08*50.05. W CONSERVATION 105•00• do DRAINAGE ESMNT. GRAPHIC SCALE • VLF •D2• ~--- 4 — o--- 40 -------so ,w — --- -----------------� ® ( INFFM 1 inch = 40 iL 338 O Iu 30.095 SQ.FT. N Z O LEGEND N tV rn 336 EXISTING CONTOUR CDN �l • sz6 IRON PIN (TO BE SET) S SANITARY LATERAL �. WS WATER SERVICE 1� *tP' .3 h33af �� �� C GAS SERVICE >p r �� �� •- FD FOOTING DRAIN 27.3 � i .G *''� �. r 334 s / ' / > See I EXIST.HOUSE E I l " ' ZONE A-30 ' T.F.332.0 1 l \ F.F. 333.1 GF 331.0 INV.322.0 1\ 332 OWNER / APPLICANT� 2a.4 \ 4 \ HOUSE LOCATED AS SHOWN: U do R CONSTRUC77ON COMPANY INC. l'4 \ 99 EAST CENTER STRSE'P 2.5• \ 330 SEPTEMBER 2, 1997 MANCEESTER, CT 06040 ws DRNE� TEL (880) 643-9551 328 19.08'47 E 1-1 NOTE: ELEVATIONS REFER TO THE N.G.V.D. OF 1927 lr / g�yy BEARINGS REFER TO M.D.C. DATUM EXIST CB INV.311.94+ CAT.' �TF=324.60-------- SAN.SEWER INV=320.52 CLIFFWOOD DRIVE z'soM - - - - - - - - - - - - - - - - - - - - a," JC 872-2703 a�...�. Sommers „r NEW . ,o. I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN a c�� P.O. Box 60.4 aAssc> c-.i,-xties os Ie oeoa ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY q -M......., „r ,C. DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OE-ACCURACYj{.-i-- MAP REFERENCES Da'r�-�'••"" ova.. ic�a• cs.0 OF SURVEYS AND MAPS.ADOPTED DECEMBER 10.1975 AS�AMENDED Kv rf a BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,INC: ,,/-.. AS BUILT _ _ r 11 � �`'- BEING LOT NO. 4 ON MAP ENTITLED: TOPOGRAPHIC FEATURES, SHOW"EREON. WERE EPARED IN - CLIFFWOOD ESTATES SUBDIVISION LAWRENCE ROAD, PREPARED FOR ACCORDANCE WITH "&51-77 SOUTH WINDSOR, CONN. DATE: JAN. 1995 REVISED: U 8c R CONSTRUCTION CO. INC. AUG.1995 SCALE: 1" = 40' PREPARED BY: JC SOMMERS ASSOCIATES, INC. VERNON. CONNECTICUT LOT ,� 4 CLIP WOOD ESTATES SOUTH WMDSOR. CT. JAMES C. SOMMERS LS. 9678 "oascw anrs •c-•- c+ar ee-141e-2 �PT..1oo7 1•• a0• iaie-4 5tN ; 1997 South Windsor - — BUILDING DEPARTMENT '0 tiff E , r": ^r sow;f Kn'aSC�nls certitl.-d tyat th{s pltn and sGpufleations are true copies of the proPcs.d bulldln 'raetfd at g or alterations to be together w�': 'ot' Strewated in I riled with plan and I application on an. /T Burt �6ree to comply with all zoning dr^g and st�t3 Itws ar.d s Ich orders as shall b issued DY the Qulidmd Orp„rtin;nt during pendrnr of this apphcatlon and foal Issuance o} a Duildln. Permit. Signed This Plan is approved subject to the condition orders end urdlnances regutafn Ih complied with, 6 tuildmg shall L, Conditionally Approved 1 ! These tiled with Building inspector QSE vEOo.t. �41o9�No_3 1997P.om 61 —— — — — — —— —— ——— — ! EX. JOIST 7 6" 16n LOICTITE PL375 FULL BEAD oe ! BETWEEN JOISTS & STEEL of N EX. JOIST I 6" HOLES c — 0 ---- f 2 1 1 2 m 00 / N m o Z Y O 16 HOLES ON w w 3 3 TOP FLANGE 10 N 0 N w / �� / n $ " x 5 2 " CARRIAGE 4 4 TYP. @ 16" C. TO C. TO NORTH END BOLTS 16" HOLES V 8 X/ ui 7 7 g N � W ALIGN W/WALL — V 12 " DRYWALL @ NORTH END NAILER TOP VIEW OF BEAM 4" DRYWALL NAILER 0 D 3n 1 i� 7(-1 n T 3 $ X 32 LAG HOLES) + O 1 3it = 1 - Q�� 4" PREDRILL U 0 Q rn > z V L Z `` _ SECTION — B (LOOKING SOUTH °o0 HEARTH Q (n LIVING ROOM 3fl if - off U. S I M PSON RPS28 STRAP TIE " 7 16 16" REPEAT TO END 16" F, . " o ` ¢ i 2-2X6 JACK STUDS - SLOT 1° X 3° a ,t FACE OF ANGLE .�m,` �._-�;;�' WALL TO BE REMOVED FACES SOUTH 34 1 „ C� Z � W8X15 STEEL BEAM 3" 51 A" W c W —— — — —— —— —— — — — — ———— — — — — — — — — — — — — — — — — — — — — —— — — — —— — - - - - - - - - - - -- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 311 12' 3" STUD TO STUD z 16 Z N 0 0 3" x 2" X 3/16" ANGLE WELDED TO BEAM. W o 3 ANGLE @ NORTH END SIMILAR 4 A CHANGE WALL TO 2X6 cc LO a cc:: N ALIGN WEST SIDE WITH EX. WALL FACE OF EX. STUDS — 0 o EXTEND STUDS DOWN TO BEAM 2 x 6 JACK sruDs o EXTEND DOWN TO SILL uj N • ;a? o o m N W r+ y W PLAN VIEW ELEV. VIEW �r o 1 /2,� _ 1 , _ Q�� ,� 3�� _ 1 , _ Qil o 0 1500034 'TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 02/03/2015 GIS ID:21000100 FEE: 15.00 MUNIS APPLICATION# 201500091 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KELLNER PLUMBING&HEATING ADDRESS: 100 CLIFFWOOD DRIVE ADDRESS: 389 SLATER STREET OWNER: MCCONNELL ROSS A&REBECCA M SOUTH WINDSOR,CT 06074 100 CLIFFWOOD DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL GAS PIPE FOR STOVE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH TI IE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/3/2015 3:15 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE