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HomeMy WebLinkAbout15 CHANDLER DR LOT 2 I DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is y PERMIT#TOWN OF SOUTH WINDSOR f �O IT BUILDING DEPARTMENT P 1540 SULLIVAN AVENUE Bldg.Permit# . K / 644-2511 ext. 230 01,2/=s �� � uilding nsp or Application must be printed or typed FEE SCHEDULE 1�a cFTenant �-, / cation o�b: $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT �'� APPLICANT ADDRESS 911 L a-t V-6 � APPLICANT PHONE 4(- 0)8 N S Fq OWNER ' OWNER ADDRESS S— !� Z �o u , +u��n--- �� 26 r,Z O .o OWNER PHONE L,7: � G 4'' — �➢�O C ESTIMATED COST$ .� IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ �U• U U r� � TYPE OF JOB: �SD R•C O� New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A El RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ElNO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other Please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD 1 It 2 , �� yZ " SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS 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 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 ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT' ,'`�" '� DATE / Electric# Icto�lo APPLICATION FOR BUILDING PERMIT Plumbing# 15 Chandler Drive Date: O HVAC # - Sprinkler# 30630 FINAL APPROVALS _ _ Estimated Cost $ 000 Building Permit Fee $ U Engineering COMPLETE RED BOXED AREAS Occupancy Fee $ /O Affidavit g TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for CO. SIGN ON REVERSE SIDE U - - - - - Total Fee $�,3G TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work Lot No. Applicant's Address _ fe Tel.# �`Gtl- L9-03(�3 Town Zip 6(61 e"7 Lic.# Owner D A i,e Sw e �J i c e lay., Architect Owner's Address 4 Architect's Address �S �UaJ 'e C'� Zip e_ Of — Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO A Basemle.4t Garage��� Approved by AV Use Group Construction Type Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connectic an the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or ificat s of the Building for which this permit is asked,and agree that this building is t locat the proper di nce fro II str lines,side yard lines,and required distances from all other zones and is located in t a ad use is all Signed I hereby apply for a Certificate d ribed in this a lication for the permit. Signed DO NOT WR T�BE W THIS LINE PECTION COMMENTS I Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30630-B 28,000 BO1 FOOTING 06/04/04 CJD A B03 FRAMING (ROUGH) 06/29/04 JFF A WITH CONTRACTOR E03 ROUGH 07/09/04 PJP A ROUGH ONLY B10 FINAL 07/26/04 CJD A B10 FINAL O8/17/04 CJD A CLOSEOUT **-19020-E 1,500 • III 77F v`�e ✓�r� c o ( ,�- L't- f r 15 Chandler Drive South Windsor Seasonal porch 27 wide 15 IL projection �16-S,QAJD 6-0 -rO d�✓�/, g caves : /1a7- r :t � g �. 7 r 1997 15 Chandler drive south Windsor Ct 06074 Sunroom components A 4 Alum corner B 2 x 3 Alum. H-bar C 3 '/<header cap D 3"wall panel E 1" wall header F 3/1/8 Base channel IRMA i 27"w x 15' p Seasonal porch Projection wall ht. 96" Knee wall 3"panel ht. 20" Window vinyl gliders w/screen r/o 42'w x 62" h Transom fixed vinyl with grids r/o 42"x 14" Roof span 14' 9" (see Elite roof panel engineering) 1 'r It l k� T JAss t } h f r I vs_ Jr I Side view 6' gliding door with screens 6' transom with grids Projection wall ht. 96" House wall attachment ht. 141" Pitch 3/12 i op view or Your uecK The Scale is 1/8" : 1' - -- - -- A5'r 15 - 10 2' 4'9' 4'1' 15 Chandler drive South Windsor CT Proposed Seasonal porch On existing 27'w x 15'p deck Deck ht. is 8' off ground level sloping To 42"off ground level. Stairs are 7"rise 11"tread 36" Guard rail and handrail 0 i op view or Your uecK The Scale is 1/8" • 1- . . 2r 4's• 1 4!14 98, Utility deck(ht. from ground 42" Piers 10"x 42 Posts 4 x 4 p/t Leger 2 x 8 with lags I/2 x 5 Joists 2 x 8 16 o/c Beams 2 x 6 p/t Decking 5/4 x 6 composite Railing 36"ht.,4 x 4 posts, 2 x 2 balusters 4"spacing 17 S� Ste_ Reinforced deck 27'w x 15'p Hardware Piers 12 dia.X 42 depth Simpson 2x 8 hanger Posts 6x 6 p/t with Simpson bracket Simpson gals. Hanger nail Leger 2 x 8 p/t lagged %2 x 5 24"o/c 2 /2 deck fastener Joists 2 x 8 p/t 16"o/c with hangers /2 x 5 carriage bolt Beams triple 2 x 10 span 5.4' o/c T bracket posts to beam laminated with carr. Bolts 24"o/c /2 x 5 lags with washer 24"o/c %t/g plywood glued & screwed 174* STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTI N 165 Capitol Avenue ♦ Hartford Connecticut 0610 Attached is your registration. Registrations are non-transferrable. Such registration number shall be displayed in it conspicuous manner on all printed advertisements. To report an address change,please contact the Department of Consumer Protection,Licensing Divisi at(860)713-6000. Visit our web address:wwwAcv.state ctus/licensina/for information and applications. STATE OF C6NNECTICUT EKM=94pno{ �N TOR Gx ► W ERGL:D q 1GN UIC GREAT NEW ENGLAND DESIGN LLC i24s:;.�iN 1245 FARMINGTON AVE ?'= - WEST HARTFORD,CT to7 s _... -EX PRE. 5705431Z�L-- ^'tea_ `'t ���IE1tCZ00 �"11/30/2004 SHIED �_i STATE OF CONNECTICUT ♦ DEPARTMENT OF CONSUMER PR` ECTION I Be it known that GREAT NEW ENGLAND DESIGN LLC I i WE 'HBOO 07 z��., N f has been certified by the Dept ofsimer protection as a registered HOME IMPI ,CONTRACTOR ' 1 I t Effective: 12/01/7003 1 Expires: 11/3 0 2004 -EdwinR,Rodriguez,Con nissioner ' -- -- -- --• • • v■ ��noiLl 1 PROD i IIV.7(Jf(/�N(�t OP ID C DATE(M*`DD/YYYY) uCFls GREAT-2 04 22 04 THIS CER11RCATE IS ISSUED AS A MATTER OF INFORMATION Edward Connors Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1U33 tarmington Avenue HOLDER.THIS CERTIFICATE DOES NOT AMEND West Hartford CT 06107 ALTER THE COVERAGE AFFORDED By THE POLIC(I BELOW Phone:860-561-6191 INsuRED INSURERS AFFORDING COVERAGE NAIC aR INsuRERa SAFECO Business Insurance Great New England Des3.gnLLC- INSURER e: 19704 John Xeilch 1245 Farmington Ave Unit 201 INSURER West Hartford CT 06107 INSURER0: COVERAGES INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD MIDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED WITH RESPECT TO VNi1CH TMS CERTIFICATE MAY BE ISSUED OR POLICIES AGGREGATE LIMBS SHOWN MAY WIVE BEEN REDUCED BY P�S SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH LTR TYPE OF INSURANCE POLICY NUMBER GENERAL LIABILITY DATE MUM DATE MY/Doiyy LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S CLAIMS MADE OCCUR PREMISES(Ea occuence S MLA EXP(Arty one person) S PERSONAL R ADV INJURY i GEML AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S POLICY JET LOC PRODUCTS-COMPIOP AGG S AUTOMOBILE LIABILITY A X ANYAUTO 01CG46466010 COMBINED SINGLE LIMIT ALL OWNED AUTOS 11/30/03 11/30/04 (En ) $500000 SCHEDULED AUTOS (Par i HIRED AUTOS ) NON-OWNED AUTOS BODILY INJURY (Per accident) S PROPERTY DAMAGE GARAGE LIABILITY mer accident) $ ANY AUTO AUTO ONLY-EA ACCIDENT i OTHER THAN EA ACC t EXCESSIULLBRE L A LIABILITY AUTO ONLY: AGG S OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE S DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION AND S EMPLOYERS'LIABILITY ANY PROPRIETOWARTNERIEMCUTIVE 01WC01527810 TORY LIMITS EROFMERIMEMBEREXCLUDED? 3/05/04 03/05/05 ELEACHACCIDEN jr. $100000 CIALSIONS bebw EL DISEASE-FA EMPLOYE $10 0 0 00 OTHER E.L.DISEASE-POLICY LIMIT 3500000 3CRIPITON OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDDRSEMENT/SPECIAL PR OVISIONS d :RTIF'ICATE HOLDER CANCELLATION KE ILLCH SHOULD ANY OF THE ABOVE OF POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL NOTICE TO THE DAYS WRITTEN FOR INSUREDS USE TE LDER NAMED TO THE LEFT•BUT FAILURE TO DO SO SHALL IMPOSE NO OBL GA ON OR LITY OF ANY KIND UPON THE INSU REPRES RER,ITS AGENTS OR OR D 25(2001/is) a Connors ©ACORD CORPORATION 1988 I - -- � DATE.E .._..------•-------------------------•-----...._.._.-�- •• C E R T I F I C A T E 0 F 1 N S U R A N 04/28/04 _(MM/OO/YY)I �I•PROMUR ------------------------------------+-THIS CERTIFICATE S ISSUED AS •tA MATTER TERTOF INFORMATION ONLY AND EONEFERSONO RIGHTS THE IS CATE DOES OT ND ASSOCIATED INSURANCE SERVICES I THE COVERAGE AFFORDED BYTHE-P�------ICIES BELOW. ----- 106 WEST MAIN STREET COMPANIES AFFORDING COVERAGE I P.O. BOX 630 +------------------•---------••-•-•--•--•-----------------------•-----•-------....... PLAINVILLE CT 06062-0630 COMPANY A UTICA FIRST INSURANCE .. - --------•---------••--•--•-----•-•------•-----•-•----•---•............. .... .................•-......_.-----•-•-----•-+COMPANY •I INSURED 1 B GREAT NEW ENGLAND DESIGN LLC COMPANY �I 1139 FARMINGTDN AVENUE C •---- - ----------------- -- ---------- - .- ...... _ . ...... WEST HARTFORD CT 06107 I COMPANY w ..............................................•-------•---_.__._...-----• ----------------------------------------•---- COVERAGES " THIS IS TO CERTIFY''THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE EXCLUSIONS S ISSUED AND CONDITIONS O MAY FF�SAUCH. THE POLICIES. LIMITS S1 MAY HAVE BEEN AFFORDED BY THE REMO DESCRIBED CICLLAAIMS. SUBJECT TO ALL THE •_ -•---------------------------------+--•---------------+------- -- -+........................ ............................ ILTRI TYPE OF INSURANCE I POLICY NUMBER (I DATE(M DD")l DATEY(M1/0D/YY) ^` LIMITS I ...................------------------------------------+----------------------------------+. ........._ GENERAL LIABILITY GENERAL AGGREGATE s 2.ODO.0001 A (X COMMERCIAL GENERAL. LIABILITY ART 1172426 02 03.14-D4 03-14-05 PRODUCTS-COMP/OP AGG S 2.ODO.000 lL ( ] CLAIMS MADE [X] OCCUR PERSONAL 3 ADV INJURY S 1.000.000 OWNER'S & CONT PROT EACH OCCURRENCE S 1.000.000 FIRE DAMAGE (Any one fire) S 50.000 M'ED EXP (Any one person) S 5.000, .....- ........... ....... .........................------....... -----------•--- +....................................... AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S [ ANY AUTO ([ ALL OWNED AUTO$ BODILY INJURY SCHEDULED AUTOS (Per person) s [ HIRED AUTOS BODILY INJURY [ ] NON-OWNED AUTOS (Per accident) s l[ J] PROPERTY DIWAGE is ........................................ ............,----------------------------------+..........................._ .... GARAGE LIABILITY AUTO ONLY - EA ACCIDENT is ([ ] ANY AUTO OTHER THAN AUTO ONLY- EA t ] REGGAATE i ♦._-+• ..................-----------------+-------------_-----•--------------+- •-•-------i-....... ..e ([EXCESS TH A LIABILITY G UMBRELLA FORM LMBRELLA FORM I I I AGGREGATE OCCURRENCE EGATE ] O Is ,._.._ ...................................................-----........ I........................................................ . WORKER'S COMPENSATION AND [ STATUTORY LIMITS ' EMPLOYER'S LIABILITY ( ]] EACH ACCIDENT s EXECUTIVEIOFFICERS�ARE: E I Exa DISEASE-POLICY EMP OYEE s I ._«. ------•-------------------+-- --- - - - ----+---------.._... •-.--------------- -------------------- -----+-.. OTHER ..._a--------------------------------------------------__+---------------_.--___.-____--_-._a___.________-_---___-------______....._ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS ; CARPENTRY s .. ......................................................... ......._................... I CERTIFICATE HOLDER CANCELLATIONS I ................•---........---•-------------------------------•- ---- - -- - - -- ---- - - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED`BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR I TOWN OF CHESHIRE TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED 84 SOUTH MAIN STREET TO THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO I CHESHIRE. CT 06410 OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY. ITS AGENTS OR RESENTAtIVES- -. *--- - -------- ------------------------- -.....•..... .. JAUTHORPEDRE RESENTATIVE / I *---------------------------------•--•--•---------------------- -- - - - --�-----•--------- --- I 1 D C� n� mY 13 2004 South Windsor BUILDING DEPARTMENT e o 'oSu r alterata�ns to be d "-Ctf--d at Str -t ,,d V. 11",ly rs, la, 't t tt 13,-Iid.m I-,P IlIr 5000 • ELITE ( 1 J.v L CEvaaiDC. E^.3v6 ER SEA �4N T2000 INTE GNAT I ON,AL E3IJ I L= D INS CODE EDIT ION DEtLECTION AS LISTED IN E4CI-4 TABLE DEFLECTION = L / 80 04/01/03 DEFLECTION = L/ 150 04101,03 CT EDITIONT LL 3".024 3".02 3".032 3".032 4".024 V.024 4".032 4".032 6".024 6".024 6"e032 6".032 8".024 8".024 8".032 8".032 LL 3".024 3".02 3".032 3".03 4".024 d".024 4".032 4".032 6".024 6".024 6".032 6".032 8".024 8".024 8".032 8".032 1lb 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b ilb 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 10 20' 0" 20'0" 21'6" 21'6" 23' 11" 23'3" 24' 2" 23, 11" 30' 6" 32'6" [22 32' 5" 33' 10" 37'6" 37' 1" 38' 5" H30 16'3" 16'2" 17'5" 17'5" IT 5" 18' 11" IT T' IT 5" 24'9" 26'4" 25'8" 26' 3" 28' 1" 30'5" 30'2" 31' 2" 20 15' 11" 15' 10 17' 1" 17' 1" 1910. 18'6" 19'0" 18'9" 22' 10" 25' 1" 23' 10" 23' 11" 26' 11" 26'6" 27' 11" 12' 11` 12 10' 13' 10" 13' 10 15-5- 15'0" 15'7" 15'S" 19'8" 20' 11" 20'4" 20' 10" 22'3" 24' 1` 23' 11" 24'9" ' r - r - O. Q 1+1 O p 30 13' 5" 13'4" 14' 10" 14' IV 15' 10' 15' 3" 15'6" 15'4" 18' 8" 20'6" 19'6" 19'6" 22'0" 21'8" 22' 10" 11'3" 11'3" 12' 1" 12' 1" 13'5" 13' 1" 13'7" 13'5" 17'2" IT 3" 1T 9" IT 2" 19'5" 21' 1" 20' 11' 21' 7" 40 11' 8" 11'6" 12' 10" 12' 10 13'9' 13'2" 13' 5" 13' 3" 16' 2" 17'9" 16' 10" 16' 11" 19'0" 18' 9" ]ITS" 40 19 3" 10'2" 11'0" 11'0" 12'2" 11' 11" 12'4" 12'3" 15'7" 16'7" 16'2" 16'6" 16' 11" 17 V` 18 10" 197- W Z7_ ui 50 10' 5" 10'4" 11'6" 11'5" 12' 3" 11'9" 12'0" 11' 10" 14' 5" 15' 10" 15' 1' 15' 1" 1T 0' 16'9" 50 9'6" 9'S" 10'2" 10'2" 11'4" 11'0" 11'5" 11'4" 14'5" 15'5" 14'7" 15' 1" 15' 1" 17'0" 16 10" 17'8"60 7 6" 9'5" 1W 6" IV 5" 11'2" 19 9" 11' 0" 10' 10" 13' 2" 14'6" 13'9" IT 9" 15'6" 15' 3" 60 8' 11" 8' 11 9'7" 9'7" 10'8" 10'4" 10'9" 10'8" 13'2" 14'6" 13'4" 13'9" 13'9" 15'6" 15'4" 16' 1" 7 !L W80 8' 3" 8'2' 9' 1" 9' 1" 9'8" 9'4" 9'6" 9'4" 11' 5" 12'6" 11' 11" 11' 11" 13' S" 13' 3" 80 8' 1" 8' 1" 8'8" 8'8" 9'8" 9'4" 9'6" T 4" 11'S" 12'6' 11'6" 11' 11" 11' 11" 13' S" 13'4" 13' i t" W i'' �� XQ Z N DEFLECTION = L / 120 04/01/03 DEFLECTION = L/ 180 04/01/03 +j z Y LL 3".024 3".02 3".032 3".032 4".024 4".024 4".032 4".032 s .o2a 6".024 6".032 6".032 8".024 8".024 8".032 8".032 3".024 3".02 3".032 3".03 4".024 4".024 4".032 4".032 6".024 6".024 6".032 6".032 8".024 8".024 8".032 8".032 i -J tlb 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b lib 11b 21b LL 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b V z Q -1 � 10 IT 6" 1T 5" MO" l ' 9" 20' 11" 20'4" 21' 1" 20' 11" 26' 8" 28' 5" 2T 7" 28- 3" 30' 3" 32'9" 32'6" 33' 7" 10 15' Y 15' 3" 16' 5" 16' 5" 18'3" 17'9" 18' 5" 18' 3" 23' 3" 24' 10" 24'2" 24'8" 26' 5" 28' 7" 28' 5" 29'4" Z - V 20 IT 11" IT 10' ' 11' 16' 7" 16'2" 16'9' 16'7" 21' 2" 22'6" 21' 11" 22' 5" 23' 11" 26'0" 25'9" 26' 8" 20 12' 1" 12' 1" 13'0" IT 0" 14'6' 14' 1" 14'7" 14'6" 18'6" 19'8" 19'2" 19' 7" 20' 11" 22' 8" 22'7" 23'3" �U ItQl ,`n9 3 w 30 12' 1" 12' 1" '0" 14'6" 14' 1" 14' 8" 14'6" 18'6" 19'8" 18'9" 19'6" 19'6" 22'0" 21'8" 22' 10" 30 10'7" 10'7" 11'4" 11'4" 12'8" 12'4" 12'9" 1Z 8" 16'2" 1T 2" 16'9" 17' 1' 18'4" 19' 10" 19'8" 20'4" 40 11'0" 11' 0" 1' 10 13' 2" 12' 10" 13'3" 13'2" 16' 2" 17'9" 16'3" 16' 10" 16' 11" 19' 0" 18' 10" 19'9" 40 9'7" 9'7" 10'4" 10'4" 11'6" 11'2" 11'7' 11'6" 1W 8" 15'7" 15'3" 15'7" 16'7" 18'0" 1T 11" 18' 5" wW50 1V 3" 10 2" 1'0" 12'2" 11'9" 12'0" 11' 10" 14' 5" 15' 10" 14'6" 15' 1" 15' 1" 1T 0" 16' 10" 1T 8" 50 8' 11" 8' 11 9'7" 9'7" 10'8" 10'4" 10'9" IV 8" 13' 7" 14'6" 14' 1" 14'5" 15' 1" 16'9" 16'7" 17' 1 W -- - - 160 9'6" 9 5" '4" 11'2" 10'9" 11'0" 10' 10" 13' 2" 14'6" 13' 3" 13'9" 13'9" 15' 6" 15'4" 16' 1' 60 8' S" 8 4" 9'0" 9'0" 10'0" 9'9" 10' 1" 10'0" 12'9" 13'8' 13'3" 13'7" 13'9' 15'6" 15'S" 16' 1'80 8'3" 9 2" ' 1" 9' 8" 9'4" 9'6" 9'4" 11' S" 12'6" 11'6" 11' 11" 11' 11" 13' S" 13'3" 13' 11" 80 T 7" T 7" 8'2" 8'2" 9' 1" 8' 10" 9'2" 9' 1" 11'5" 12'5" 11'6" 11' 11" 11' 11" 13'5" 13'4" 13' 11" O Q INSTRUCTIONS FOR USE OF TABLES T45LE VALUE DERIVATIONS: OTHER DESIGN GONSIDERATIONS: GENERAL NOTES VERIFY APPROPRIATE LIVE LOAD d O w _J VALUES OBTAINED FROM EMPIRICAL FRONT OVERHANG OM MAY BE UP TO 3' wITH VALUES ABOVE,(ADD 1) TP15 DETAIL ONLY VALID WI-:EN SIGNED AND SEALED BY (Z ► I- LL �DEFLECTION WITH GOVERNING TABLE LENGTH •WALL WIDTH •OM FOR TOTAL PANEL LENGTH) CALCULATIONS BASED IN PART RT STRUCTURAL MAx.UNSUPPORTED SIDE OvERHANG 15 25. OF PANEL WID.*4.-}2 FRANK L. BENNARDO,R . 7Hl5 SWEET SHALL CONTAIN A RED w � MUNICIPALITY AND BUILDINGS CODES IN PROPERTIES DERIVED FROM CERTIFIED TEST FOR 4' PANEL WIDTH) ELITE' STAMP OVER THE PLHN FACE OR IS NOT VALID FOR O Q w REPORTS ON 2LB ELITE COMP051TE PANELS BY EFFECT FOR THE PROJECT LOCATION. USE. U Q X OTHERS. MAXIMUM MOMENT, AND IST i 2ND DEGREE ROOF PITCH To BE v4 PER FOOT MIN,3' PER Fool Max ., ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER FIND ALLOWABLE ELITE ROOF CLEAR DEFLECTION WAS THEN CALCULATED TO OBTAIN SPAN IN TABLES FOR APPROPRIATE VALUES IN CHART. SPECIAL 'SITE SPECIFIC SEALED ENGINEERING SFIALL BE REQUIRED MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND Z Z Z U_ CONTACT ELITE TO REQUEST SEALED GALULATIONS IN ORDER TO DEVIATE FROM LOADS,DEFLECTION5, AND SP4N5 INVALIDATE OUR CERVFICATION. PANEL DEPTH, FACINGS THICKNESS, AND OF DESIRED SPAN TABLES AS NEEDED. CONTAINED -+EREIN. 2) THIS SPEGIFiGATION CONFORI`15 TO THE REQUIREMENTS OF Q Q LINEAR INTERPOLATION OF THE TABLE 15 NOT PERMITTED.CONTACT THE 2000 INTERNATIONAL BUILDING CODE, 199b BOCA, 1991 EPS GORE WEIGHT SELECTED . THIS ENGINEER FOR ALTERNATE SPAN cALcuL4T1oN5. UBC, lc3cJj SBC, AND NER 501. CONTRACTOR SHALL (F'c=I'1k.5i ULT, 6.5ksl YIELD U5ED) INVESTIGATE AND CONFORM TO ALL GOVERNING BUILDING -A U_ Q I CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA Q cv NOTE: ImPSF TO BE USED WITH EXTREME CAUTION. NOT FOR USE IN ANY EXTERIOR APPLICATION. ROOF PANE! BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL SITE W O 1- v 14CCE55CRIE5 SPECIFIC SEALED ENGINEERING. ►_- SEAL JOINT o o G 3! THE CONTRACTOR SHALL CAREFULLY CONSIDER P0551BLE LL ° o o ° P�NEL 9m-zs.l• �� SCRci,5.n)EA II"IPOSING:.},0ADS ON ROOF INCLUDING BUT NOT LIMITED TO W � CONTINUOUS o o o 0 o o coR ER . 'I, a r11 LEI�,T,4 U.N.C. ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER Z dJ EPS ROOF PANEL / SPAN DE SCRI PT ION: CAULKING ° o °o 0 o DEPTH YN y�;L16NT-RODtICT 5-ECs DESIGN CRITERIA. THIS ADDITIONAL ROOF LOAD CRITERIA ° ° °`^ �, PRF55URE SENSITIVE SHALL BE PROPERLY ANALYZED BY A PROFESSIONAL � 4' MAX WIDTH INTERLOCKING PANELPANEL INTERLOGKINCz CROSS SECTION Don _\�. 1/WMLING rnP= wIONIEiPOSITE ROOF AND WALL MEMBERS SHALL BE Q I�4"/FT MIN SLOPE DEPTI-4 _ ° a 7 CONSTRUCTED U51NG TYPE 3003-WI54 ALUMINUM FACINGS, o o o "o-� i 1.5PCF A5TM C-518 CARPENTER BRAND EPS. ADHERE TO 0 0 ° _ 0- BuildingInnovation ° o EPS CORE I !b OR 2 lb �° o I ALUMINUM FACINGS WITH ASHLAND CHEMICAL 2020D ISO GRIP. o o o o 0 o REGEIv1NG ' °°'° °� Cl FABRICATION TO BE BY ELITE PANEL PRODUCTS ONLY IN ELITE o c o o CHANNEL PROOF PANEL ACCORDANCE WITH APPROVED FABRICATION METHODS. _ DRc SKYL fCz ;T 5) ENGINEER SEAL AFFIXED HERETO VALIDATES DESIGN OF Panel Products SPAN CHART VALUES AS SHOWN ONLY. USE OF THIS LEAK SPAN (L) INSIDE TO INSIDE o SPECIFICATION BY ELITE, et al. INDEMNIFIES AND 5AVE5 71} 12 EA.SIDE HARMLESS THIS ENGINEER FOR ALL COSTS AND DAMAGES REVISIONS ° T F RESULTING 1 TI DATE INCLUDING LEGAL FEES AND APPELLATE FEES RESUL NG N 024' OR .032 TOP o0 36' MAX, 25% � \ 24•x 4e`14Ax FROM MATERIAL FABRICATION, SYSTEM ERECTION, AND 4 BOTTOM FACINGS ° OF PANEL \ SKYLIGWTOPEN CONSTRUCTION PRACTICES BEYOND THAT WHICH 15 CALLED ADD TNK OF ` FOR BY LOCAL, STATE, AND FEDERAL CODES AND FROM (SEE DESIG N N NOTES AND WIDTH SIDES \ CONDUIT FAN WALL FOR TOTAL SUPPORT 2'x 3' DEVIATIONS OF THIS DETAIL. SEPARATE PLAN SHEET DETAILS PA x mTm•AD64ERE 61 EXCEPT AS EXPRESSLY PROVIDED IN THIS DETAIL, NO PANEL SPAN: ALL 4 SIDES CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. DRAWN ALE NYS W N RING 4 FA INTEGRITY BY o��, THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO J FAN BEAM PE. AND 5HALL NOT BE REPRODUCED OR MODIFIED IN Jos ". 401E-GT WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L. SI-MEET: BENNA F RDO, P.E. I 1 0 HEADER �( EX 15T.BEAR ING WALL 12 x 1/2"• HEADER EXIST.BEAR ING WALL 1$I'O.C.T lB OPT I OVAL E W GUTTER I z W z o A 00 oyW, vN I ' po ELITE ROOF oo ROOF RGGF p av � 1. ¢ N. PANLaPANELZ /� J Z — — — 12 SMS 16"0.0 a a 1/4"THR BOLT ; 1 TOP CAP r • 11"0. .TW. (� 00 _:;:•>. ..:;:.::ii%::+:::: o r 2"FROM ANEL ENDS 0 �- d 12-24 TEKS�_ .: o :____ _:--- -- i, ::: :::.::::::::.:..:: S PER PAP OR COL.L 1£ n3 0 ALL OR COL.L I 'E I o - FASC IA OR GUTTER FOAM FASCIA OR GU i TcR R 3'PANEL CO E 1 PAN �r 2 EL r LE NGTH� TH VA I I I R ES / U _D �LE I I T A - B N LENGTH RI eu D c 1 "MAX L ING c 2 I rH IMIT w D L RO OF PLAN 4" r T IN O O L 1 M ROOF PLAN N / / 00 L H I 0 LX. IT PAN EL 0 ° o / EL E 0 O o TO 1 2::E3� >iN:;1OTH '<>s;;;::•.::.::: .:.;. :.. :.::::::::.. tt rtE v� tt it vuEC EL ttE vud O O :�ii:.:::;.'sr." ':....::::: i:i:::'i':::.i:i:i:i: ?;i::: :i ° 202 OR 202 + 102 CR 3X2 A 0 0 1 M 1 "2 S 6 0.0. i S / - A r 2 -- I �a 5 5 a I 20 2 o_ TAB LE X ••`� W ELITE ELITE _ C�,{ � ••t:>:<:> �: IT IT IT O �E f:X:: : EL c PANEL PANEL EL E EL E z o 0 P; I' z 22 0 RA I 22 L PAtiEL PA E_ PANEL —a B- 3 B 1 0 5 t III < ,;. <«> < <>> < >..... .... A7 112 SMS 16"O.C. T.0.SLAB 102 F(d iC_ / O1 FRONT ELEV.AT ION S IDE ELEVATION —_ —_—_ _ FRONT E L.E' :;:.I O V E 0 a, u;N T ': : .. C-I N © ��PANEL B `EL JO :..: ...... - - :::::::::::::::::. CL 6 ........:...:. . It CARPORT R HEADER/PANEL 12 SMS 16"O.C. COL. / X PAT 10 �==N / BEAM — — — I SEE TABLE 3 '•:'>: <::<:<:>?>::''[''.':'?': / ,:::::::.:.:.::..:::•:.:::::: COLUMN, III o c� N':::;::;x:<:::»:�;:�>:�>:�>:<::::>:�;::: •. 3 4' I ........................... - _ rn .:::::..;:;........... . ADD 3/a"WASHER / T._ 0. SEALA M SEE a rrP SL AB A L6 N_cE.GENERAL /� J NOTES 2k3 c ! WINDOW OPEN IP�(, (SHEET 2 S � �- — I `�� A, I N T 'A. 'PANEL n JO EL i .:.;;.:::: . N„ —,T i _-------------------- z„ u 2 ' I I PA NEL I SILL EL "I I DGG R / s rt �I O V 32 f=� INCCw i� L 0c- I .c C. N 15 2" �I C t s - vt>. - a TYP .I O I ELITEI 3"I ELITEII� T EL c E c EL E I L i I .055 li P.:. PANEL PAN �� 1 0 B _ 2' T A X 22 v - _iw E ED_� e2 u^ 1 T i /1 a' & I X .0. 6 2 3 'S � 6"0 T - A 3" X �I 23I—XLL— xTA X - i 3' 3 II V N 3 PART A AT A . 0 L ESE 0 M 32S X S M � - c 2 2 EXTRUSION S. ALL EXTRU.,IONS ARE .055"THK UNLESS NOTED X. —r US 0 1 23 4' 5._5" _ . 8 1 1. � • 1" 17 - 3.25' 8" 3 * 4 . 18'' D : `<`<>><< <> N E R - 501 3„ o7o"THK. National Master Plan ER - 5658 0 3' L4I' 050"TFK 1 11' , 3.125" 4,, SCALE: N.T.S. APPROVED BY: DRAWN BY: FLB O �— �� BOCA, SBCCI, ICBO O O3 O O O6 v" DATE: 3/11/99 REVISED: BASE07 ICC, CABO, UBC CHANNEL "H"DULL ION ORC HEADER RECE IV ING CORNER N ELITE ALUMINUM CORPORATION DRAWING NUMBER:2 of 2 CHACHANNELcL TOP CAP POST 7 X 3 1801 n.W.64th St Ft Lauderdale,FL 950313 �Y 'N• l GENERAL NOTES DESIGN CRITERIA TABLE NO.1 (x,'J- ;w:BUILD INC MU,NJ%) SPAN LENGTH L OF PA`1EL IN FLAT'11 ISE 8=`.v i?„ PANELS APES IVPLY SUPI. FSPi E. ,;: ,30 nF W OR WL IS APPL I ED DES I ON U�l I FOP+I L::0'JG, P S.F . (POUPiDS PER SOUAP_ 1.DEPEND ING ON EXISTING WALL CONSTRUCT ION,TYPE,do LOCATION OF ANCHORS 2. =y_E;E-LECT IONS DIE TOU�.9Cn,pteirol^JGs: WILL VARY,ANCHORS MUST BE PLACED TO T IE INTO SUPPORT INC STRUCTURAL MEMBERS. MEweERS:L/reO(eITNDUT SUSPENCEDCERJNO) RNALL MEMBERS:L1120 N:_ OR W SITE-SPEC IF IC CALCULAT IONS OF UPL IFT do LATERAL RES ISTANCE TO W IND SHALL 3.- E I I I I I I I I I I I ! ' I ! ' t BE SU8M ITTED TO BU ILD ING OFF IC IAL FOR APPROVAL. ''`x NO SPEED -F �'f EXPUSIiRE GTECOREGORY 'B•B' C FORCIAOOINC!C011"ENTS) RE 2.BASE ANCHORS: iA rELOCITY PRE3SURE(Pv)-r5.PSF EL ITE ST`cUCTUP.AL PANEL d CG " POURED IN PLACE 'J 'BOLTS '`� '1', Cx STANDARD SNOW LOAD DES IGN DATA(ND ADD L WT 1%4EEDU) (B) - STAR ANCHOR BOLTS GRGuro SKW LOAD(Pq)•4DPSF VAX Q SPAN L C - TAMP IN j 4025 3/8 f (( ))))) FLAT ROOF SNOW LOAD((Pf)-2VSF ''X 1 1/4"OR APPROVED EQUAL SNOW EXPOSURE FACTOR(Ce)•OJ z �Q $NCN LOAD IMPORTANCE FACTOR(1).T.0 SKIN N I S �003-H 1,,. A�U+ 3.ANCHOR SPACING: �' A - 3"FROM ODOR OFEN I NG- EOTH S IDES, INTERIOR do EXTERIOR :uiAeo ET T Ta"EooRF of OOF THE ELITEFADDOA ROCU STRCENT OCTteE.(Pr) d 4f1 d t `E L1 = L/8' = L/180 C_- L/ PoiE 2 B - 6"FROM CORNERS do EXIST ING WALL, INTERIOR do EXTERIOR SHALL NOT BE> 1.8 FEET Z W WL C - 18"O.C.BALANCE, INTERIOR&EXTERIOR (STAGGER 9") NON STANDARD SNOT LOAD CESIGNDAtA INCH P .S INCH ;0 20 30 I 4 Jh14 '- 20 I 30 40 10 ! _ WHERE Pq IS>40PSF,OR WHERE Hr IS>1.3 FT,THE AFFE:T S OF 4.PANELS SHALL BE FABRICATED BY EL ITE ALUMINUM CORPORAT ION. INCREASED Pf,DRIFT SURCHARGE,:SL IDINC 9ACHAKE 1.2 •024 1.0 17'-0" 12 '-8' 10'-9' 10'-4" 3'-6" xicXx I] 5.PANEL FASTENERS TO BE 2024-T4 ALLOY,NON-MAGNET IC,STAINLESS STEEL,CADMIUM FROM UPPER ROOF SHALL BE CALCULATED PER COCE(B/ 2.0 11'-4- 9'-7- 8'-15OTnERS).STRCNCER CAPAB IL IT IES OF ROOF PAILS,CAPI?'f 11 1" 9'-O" X',�xx'.t 'PLATED,OR OTHERW ISE CORROS ION RES ISTANT. BEAMS.CONNECT IONS OF THE ROOF PANELS TO T:E EXIST:% 3" 1.4 .032 1.0 18 '-8- 14 '-61' 12 '-0',"_ '-3 6.THE EPS CORE (FOAM)USED I N ENCLOSED BU I LD I NOS, I F REOU I RED BY LOCAL BU I LD I NG •ALL.ccLuuns,AND FOOT INOS SHALL BE USED 10$I PP RT r E kCE, c,LOAD. 2.0� 12 '-4- 10,_4„ 9,-2 , 14CODES,SHALL BE SEPARATED FROM THE 8UILDING INTERIOR BY A 15 MINUTS THERMAL ESE srR�CTUREs ARE E ITHER EXEMPT fROM sE 1sMIc cE31a REcu RLIEy13,cP'E SE1 MIc 1 0 17 '-0" 12 '-8" 10'-9" '-T' 11'-6" 9'-6' 8'-:3 1aBARRIER OF 1 2" GYPSUM WALL BOARD OP,APPROVED EQUAL. s ARE MINcR Ao0 rot CvVERNING. 3 1/2" 1.3 .024/ 2.0 12 '-6" 0 8 4 k�s" 14 1.5 .032 1.OI 18'-8" 14 '-6" 12'-0"' 'C' 15'-5. 1� , 9„ 1<,8<,: ,> 2.01 17'-11 13'-9' 12,:.'-r PRESUMPT I VE SO I L BEAR I NO CAPAC I TY I S 2000PSF . �, ADD 2 nd . LAYER X 30" 1.4 .024 1.0 20 -0" 14 '-7" 12 '-1'' 1C'-5 17'-0'' 12 '-8"s: ` `:: •`Q":a$'-2'111 -1 = - I 2.0 I 17'-10 '13 '-.;. ` <�.: <. ,:�• 16'-C''I 12 ._T,I C CONCRETE STRENGTH F 'c=25OOPS I M I N. W I DE (BOAR I NG WALL ONLY) T I M BEFORE I N TA I N T WALL 3" 4, 1.6 .032 1.0 Xfx:{ 16'-9" 13'-1C'^[ '-Y 18'-0" 13'+�$' ; <`:* x.: :::$" 16'-a 11 �Shf£4;; ALLOW 5 DAY M I N. CURE E BE O E S LL G BOLTS 6 X 6 - 10/10 W !�I .F . 2.0 19'-6'::�'<. 34:: `: 3E 1 <'t3': 17'-4 13. T..I 11'-3" COL. 2 1.7 .024 1.0 XiCd( 17'-9- 14 '-9" 12 ' 22 '-: ��>`. `:s 3?><`? k' " 3'::20'-2" ,,� '-111 12'-3" 10 FINGR. 6' >. , � 2.0 I 2.� ::: 4„ 032 1.0 XX(X 20'-0" 16'-111"�4 '-9 23<' s:`:': >` 15<* • SLAB 1.9 I 24' }':> 1«5" 17 '- `::€>:`' :> <sz ':; `: ..'-0"I S'-8" 13'-4' (2) ROWS 1/4" TAPCONS OR EO . - 2.01 z CONCRE-_ " CORE MATERIAL I S EXPANDED PCLYS:YRENE (EPS)'N ITH DE`tl(.I DENS"! €E£S OF 1#/CF(}13 ` ?It # 1( 1 3 4 EMBED 24 0 .0 _ STAGGERED : SEE k,CT:S ( ::: «t:. 1 c *L / COMPACTED SOIL SPAN L VALUES TO THE R IGHT OF THE BOLD VERT ICAL t;i s„GO/_PNEO BY DEFLECT IOt41-`: .,�UES TO TFE 12 ETWE- N ANCHORS) = i LEFT OF THE 6uLD L INE ARE L IM ITED E`!ALLOWA,B1_.-:: F Ss Fb=o,QOOPS I .THE VA #t . +" :: >>✓_FLECT ION ( _ B� LE C S) o , SEE NOTES ARE CLEAR SPAN LEr;THS' BASED 0`:THE APPL IED.:L�It� �?�+���33A3 WL,PSF.ADD APPRO:<A �£1?f: i� ES TO THESE VALUES TO OBTA IN SPAN LENGTHS C TO C OF BE I ;y # ITED BY STRESS (LIST O'31 {L_v':S L/EO, \ L/130,k L%24O ARE SPAN LENGTHS C TO C OF BEAR I rf :A. z .ON THE SUM OF L IVE LOAD> 'i'.':D P ':EL WE IGFT Wd, (2),J5 CONT_ L I STED AS W (W='NL + Wd). SUBTRACT'N'd FROM W TO OB" t 3 (;t E LOAD WL.SPA ENGI H�FCR A':'WL LOAD INGS OTHER THAN L ISTED ABOVE MAY BE CETAINED BY STP,AIGH'= TABLE 2 - C:- ;"'.. < E T 1 Q ROOF SPAN L BEAM S 1Zt 3-Te' �Y' - n 3f �f<, ^ !2X2X.12�! 30%; z'r2 402 ': 6x2 7Xt_r' - 3).7{3'SC�i SLAB c. OOT 1 N� DETAIL . r - ,.; 61:.>::::<::::<:: 5 -0' 17 -8' _ ,I 9,_0, 9 '>' ''_4 '11 -5" 1216 -v ISOLATED FOOT ING S�HEi Q, _� _ _,- -- 12 '-o" >31>><::5 '-6" 17' -3 1 SacS;' 9 '-0`' -8" 0'-10" 5" a' A 1 1 ,_�„` ;:;4>[:>;:>::>::>:'::: «::>:f::> :?;:- 1 - - {s<:::::;.8' S"I' 9, .0, 3" o = CARRY BEAM SPAN LE :_ � 5..� o E. _ - L :'fq'': Z•'?ii:r':� iYi:iiyi::��:),Sn:J'._ .! :i::: -� z� T' PE8 FT 12 FT 6 FT 1 Wi - I TWT N T CT CONCRETE HT CONCRETE C o^ oo .n C o COCEE C COC � E _ t C CO:C � � s v LBS. CY CF L6S. Cf CF LBS. CF I LES. Cy CF �-� _ TA_,.T :� � ..-: :.. -•; �. , µ: .: GAD _ _�iO P F ALL S,1-JL "w11r,S A� BSA!+1S h:?� iAr:E all «.......^:.,.. 1 1 .4 c� -- 15. 2615 .66 18. \ •` "::'';:::a;:`:'? ;%? .•x;:.,;,, 8' Z , 30fi 0.3 9. _ 0 2 o hI A'U!+I `�,7� <fq...:��•::>:�rtv _� . 9^�1 5 -a b Q.. I 1 4 11 ..., � �_ 3 c 1,0 �73 6.s8 0. _ � 0.5 2 _ 0.82 22. _ r : Zll .\..'I�r � C A - : �1- 1. r 7 � ^7 1 S, R=P 1 1 0 6 0 18. 2 392- 0.98 2 5 "i Ct,2 �� 962 0 3 2 A ti t,C� �� LL _ 26 is �'T, � cGUt ' 37 50 0.5 15. 3C00 Q.7 21. 3750 ..r _o. 450C 1.13 31. :>>- � 22 I i;^� I : 3-T- ALLOY I 606.. � L LO �^ a 4 4 4 80 1 - 1 l l U U a# - , _ ZE 16 ' a�, 2568 0.6 17.5 3 2 0.8 2 t 29.5 5 30 29 35. - .. i' `ti x. 12X2 S .ki . SELF V.;T ING 1- ^' a^ z 4 ...,', ::'...::.' .:.'::,. 18 _0 2880 0.7 19.5 c 0 0.9 26. 00 I 33. 57,0 1.44 39. D � _ � - -- - MAX. �C2 S .6I . , OR 2X2 S .tvt - 20 533 3198 0.8 22. 4264 1.0, 29. 5330 36. 6_96 1.60 43. ""• � �• T +v 1 %a @ S" C/C N FASTEN / 0 S 1 c C _ NOTES: 1. FOOT I NOS W 12"SO IL OVERBURDEN MAY B� R_�____' I N DEPTH R� BELOW. •• •• 12C2 / TS/P> `' # "` =4 P S.F. .-_: :%AN Q BY 13'. - i X 1 L.L. 0 - X 5 T 2 2 2 1 � F I T F - I,s'--=.� A�1' EY 20-, T 11 Y I PER CONCRETE VOLUME FR' ,. PR V I F PR I N - R.S. . . _ _ _t SPAN)2. F00 CGS MAY BE S ZED E CO C E E OLU E _ O D_D 00 L.L. �o or " " =` __ ,^�t I �:.. 1C '-0" 12X3X .125 1 MI IM M OR I IN K T I-. �! CORNER TIN I A., 1 X 8 N U O S S ZED S C __ _ _� . CO E FOOTINGS S DES � 8 E _ . I - x x 1 ^ >> � 33 2� ,2 p„ QAY EE REDUCED BY 40: IN VOLUME . ;E M- 1 3'' WALL PANELS A LOAD FEAR ING K F I N.CRACE 3 ' x 3 ' (d * 1r' * 12 ' National Master Plan NER - 501 AdcB �. 3 ' X3 ' 3 'X3 ' Ec, ,� _ 3'6"X3'6" �,.,, ER - 5658 B 20 C 4 1" __ D 41" 3 o DX3 '6 '29" SCALE: N.T.s. . APPROVED BY: DRAWN BY: FLB d 20' 29' I OC C BO, UIBC BO DATE: 3n1r99 REVISED: ISOLATED CONCRETE FOOT ING TYPES.A,=,C,D � n � ELITE ALUMINUM CORPORATION DRAWING NUMBER:1 of 2 � c� 1801 Fix 641h St FL Lauderdale,FL 9503 I glgawq MAY 1 � ?_OG4 South Vdindsor BUILDING DEPARTMENT V V 30�3� 1 't�oA 0: .#. p� s8LD: GREAT NEW ENGLAND DESIGN LLC 4245 FARMINGTON AVE. #201 )AM �ST44ARTFORD, CT 06107 �nEG.NO. 570543 h�q �o si`r TEL.660-519-0363 Ar 1' ro - e s•I + .rz &W-4V_ Proposed 27w x 5' s n rch e�f c 1••c. '� R•177.og on an existing rei nfor d k La ssa � s Existing deck w 33' x 1 ' J y cosists of 27 x 15 deck an a �� 6 x 12' utility deck ! IS CHANDLER Lerr,e"D Tr-Gil C.C LT 1=E hi G E crxiiT Gowrovi -- So PreopoSEU Gon1T'c�uf�— -114 o mim MAY 13 2004 South Windsor BUILDING DEPARTMENT IU lilt c ... ... i. 11....r .'P .�... �.. ....of rhis eert"I d I`It . -s 0 n and spv CifiC_ttens_6 tru, _opus of the proposed building or alterations to b. erected at /9 c street f g ther Pnts stated tith, �r —,n in o PPIICatio c �'n :^ree to comply with all Zoning H -nd such older as shall G. °: u"rt .nt ing pendenc� Y L'! It. nal sua a of a bultdin,. ed Plen s .p -ve lect to the con.r' ion that rdma ces regulat ny building s !h. _..,y Approved These filed with Building Inspector Clery date �\ No: V CERTIFICATION OF Proposed building(s), uss(s)for as shown on this conformance Pat1 sff"Ppsar(s) be ti regulations. Variances W South Windsor S X may applydel eXceptIW4 Date Zoning Enforo�nt " NOTES 1. AREA OF LOT 2 20,009 SOFT 0.459 ACRES. c0,4 � 2. ZONE OF SUB..ECT PARCEL IS RR'. LOT IS N1lHIN A SUBDIVISION DEVELOPED AS + AN 'OPEN SPACE SUBDlNSION' Ffi/ST/R p O + MINIMUMON T - 50 FEET AIENT5 1 > SIDE - 10 FEET Al REAR - 50 FEET 3. BOUNDARY INFORMATION TAKEN FROM A PLAN ENTITLED - ��O>.f \ 'CUTLER RIDGE OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, INC., SUBOINSION PLAN, 860 AWRY STREET, SOUTH WAIDSOR, CANN£CTICUT, SHEET 7 Of- ti, SCALE: 1 IN.-40 FT, DATE: XNE J. 1997, REVISION DATF"S TO 9--17-97, ALFORD ASSOCIATES, INC, CI NL ENGINEERS, 1NNDSOR, CONNEC nCUT- ^1� O - v y\ 4 APPLICANT MAP PREPARED BY MANNARINO BUILDERS, INC. ALFORD ASSOCIATES INC. a. c% ROBERT MANNARINO 200 PIGEON HILL ROAD cn 1169 ELLJNGTON ROAD P O. BOX 484 SOUTH AINOSOR, CONNEC77CVT 06074 A/NDSAR, CONNECnCUT 06095 TEL. / (860) 289-7055 TEL / (860) 688-7288 •- � � -r 5. ELEVATIONS ARE BASED AN M.D.C. DATUM. INSTALL CONSTRUCTION B IpECK1N N 2� \ 6. NO ZONING WOILAnONS WTH RESPECT TO LOCATION OF HOUSE. IF ERECTED AS SHOAIV. ENY CON PAD 7ON TO 10 0; 16' CNI 7 CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTIL/TIES PRIOR TO ESTABL.194ING FINAL ANY CONS1RUCnAN 246 `" 15Nou� v GRADE OF PROPOSED FOOTINGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL (A MINIMUM OF 20' LONG) ROPOSE M3.7 � / MEASURES FOR STOCKPILED MA7FRIAL AND AT TOPS OF SLOPES DURING FOUNDATION EXCAVATION. MIRAF7 FABRIC t 4. SAN'FL.3�2 i/ SkT FENCE AND/OR 7WMPORARY VfGFTA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. 70. 24' FD T t ,F4��� s 7 , 16 10 8. LEGEND o. FQ� �fF I / • --�370__-� EXISTING CONTOUR 352 * x 310.0 EXISTING SPOT GRADE 00`', 9 N PROPOSED CONTOUR J10.0 PROPOSED SPOT GRADE GRADE TO DRAIN SON. MH /7 SURFACE WATER 1S TO BE DIRECTED AWAY FF.'OM THE HOUSE AND GARAGE =340.58 8' OUT=,335.0 W PROPOSED WATER SERVICE (DESIGN) PROPOSED 6'/ FOO TING DRAJN LINE 8'0 WATER MAIN 8 \ �p SAN. LATERAL T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST IN S TREE T FL= 335.2 ` w SAN. SEVER LA 1FRAL E PROPOSED ELECTRIC SERWCE TO CONNECT TO EXIST. IN STREET � FROM HOUSE TO S PROPOSED 6'0 SANITARY SEVER LATERAL _ MAIN LINE CB k4 A - 60.4850 87'-6"/ O 2.0X MIN MIRAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CANSTRUCnON AND IF-31m 18 CHAAADUN DRIVE R - 17700' SHALI REMAIN IN PLACE UNTIJ [NSTT/RRFD ARFA IS STABILIZED FL 15'-341.18 L - 187.87' (DESIGN) 9. PROPOSED HOUSE - FOOnNG DRAIN FL-342.0 PROPOSED GARAGE FLOOR = 353 0 PROPOSED TOP OF FOUNDATION = 354.0 PROPOSED FINISHED FLOOR - 355 0 WALKOUT BASEMENT FLOOR = 346.3 TOP OF FOUNDATION TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. GRAPHIC SCALE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 80 df ooNN.? MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE r o ••••-.:�•?� Fc,,. , PREPARED FOR Yl ALFp�o �,�r; •.0 NTH CLASS A-2 AS DEFINED BY C.A.L.S. MANNARINO BLTII_,DER INC . ( IN FEET L.S. N0. 9344 *' P' PLOT PLAN GYL E111GIfNEEfS Na THE LOCATIONS OF UNDERGROUND UTILITIES ARE No. q3 E APPROXIMATE AND ALL UTILITIES MAY NOT BE / ° ��ao---- �� +°! CUTLER RIDGE Wecema: MP SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR ' ' WLSON M. ALFMR R.P.E.&LS. SHALL CALL 1-800-922-4455 AND HAVE THE LOT 2 — UTILI11ES MARKED ON THE GROUND. POT VALID WIrHOL1r A Lave SIGNATU E AND EI•LBossED SEAL CHANDLER DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = pDATE: OCTOBER 9, 1997 D M9722002 P M96W FOLDER:MANNARINO FILE:MANNARINO-d11LER OCT 1 S 1997 South Windsor BUILDING DEPARTMENT Tr3s,4rtlieE that tt-.a Pan aid s?-e.'-'-- •rs s., t 7jw gee of the pop%ed buiMmg or a:•e, 4t Y.teal gt r•=8ether with smendmems sated in ap�licati 14- W-d with plan and I aRre. ,, c,,^aiv w ih an r b Ullding and state laws an, coch orders ac yl c; y issued by the i :ntdtng f,ral i�m�ert—an-d�uri If pnc p this application and f�nat is—an- If bu„t permit. c C//KG this plan is aorrnved s -ct to the ,. d'ders and ordtndnces leg; ,at;ng ualldii.4 ai tc Complied with. Conditwna:ly Aiproved Stole film •.r,� 0'i.teag !:.spec=o; truue,: a RECE vE0 OCT 15 1997 wjTN V � r � �� 6 �A J- + 343.6 NO O TES - c �J 0,f� , + 342.8 1. AREA OF LOT 2 - 20,009 SO.FT. - 0.459 ACRES + 345.4 F,�jS Q' _�4� 2. ZONE OF SUB,.ECT PARCEL /S RR: LOT IS RlTHIN A SUBDlVISJON DEVELOPED AS C AN OPEN SPACE SUBDIVISION' FAST�� 34 .9T ip O1 EXIST. IRON PIN M/N/MUM YARD REOiI/REMENTS U{•,o `S ,iDiy K __ + /-- �14j. � 8 u SIDE FRONT 10 FEET 50 FEET 349.7 r___ G{�• F 2 ,� i REAR - 50 FEET 350.1 + 50.9 347.0 O 3. BOUNDARY INFORMATION TAKEN FROM A PLAN EN77TLED - �v I 345. 'CUTLER RIDGE OPEN SPACE SUBOVIS10N - RR ZONE PREPARED FOR MANNARINO BUILDERS, ,C + ,- INC., SUBD/V7SIONl PLAIN, 860 AYERY STREET, SOUTH RINDSOR, CONNEC77CUT, SHEET 7 OF 11,� 349.2 +346.4 �, + i� SCALE.- 1 IN.-40 FT., DATE: XNE 3, 1997, REVISION DATES TO 9-17-97, ALFORD ASSOGYATE-S, o. INC., CIVIL ENOYNEERS� WNDSOR, CONNECTICUT' 347.7 i 4. APPLICANT MAP PREPARED BY. ;r5? i U ;cam + 343.0 MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. % ROBERT MANNARINO 200 PIGEON! HILL ROAD 1 350.3 n 1169 ELLINGTON ROAD P.O. BOX 484 + R.Y 345.6 O ` SOUTH WNDSOIR, CONNEC77CUT 06074 W NDSOR, CONNECTICUT 06095 352.6 g, 7EL. f (860) 289-7055 TEL./ (860) 688-7288 352.35 `` � 342 352.32 `�9? ., t2 X�e DES a7 14 34?.3 ,\ 5. ELEVA77OINS ARE BASED ON M.D.C. DATUM. BITUMINOUS CONCRETE `352.18 350. 45.1 TOT►`�� �' ��Y,� + 342.7 ON � '1]0', '• 6. NO ZONING VIOILA 77CVNS ►NTH RESPECT TO LOCATION OF EXISANG Hot/SE AS SHORN. DmYs<wAr 2, FouNDAn e 353.7 352.26 �M. F.L. s 347.28 2 l . 51 �,344.1 / 7. LEGEND - �p' + 352.33 r F-D, FlL N 1N 16' < Sp. i? ^, ?,, EXIST IRON PIN SAN. SERER LATERAL F4 DOE \ 352.18 24' 16! id i / FROM HOUSE TO x 310.0 EXISTING SPOT GRADE �p MAIN LINE \ 355.1 ,� 351 98 352.7 S 351.7 Z 83-6'/ O 14.8X 8. ALL UNDERGROUND UTILITIES MAY NOT BE SHORN AND ALL LOCATIONS ARE APPROX7MATE. TV CON STOOP v , 416 F7�� 351.96 io }4$- � � � WATER SERWCI a" , *•. �:,, 350+ i' 41. 00 FD FOOTING DRAIN <. ElEC. w ) 350.9 " EXIST. IRON PIN 349.70- -- G GAS SERVICE G GATE F. } �eik is a T E>v TELEPHONE ELECTRIC AND CABLE TV SERVICES y. >.` 'r .a 350.3 348.30 Y�11AP�E_�_ "-- -� 343.5 347.9 l 341.6 S SANITARY SERER LATERAL w GA SAN. MH 17 347.03` 344.8 341.99 TF=340•58 9. AT 77ME OF FINAL AS-BUILT, 6-8-98, FINAL BACKF7LUNG, PLACEMENT OF TOPSOIL AND .SEEDING w_ CB f10 N FL 8' OUT-334.98 THE LA ON HAS BEEN COIIPLE7ED. w SAN. LAT. FL-334.98 8'/ WA7ER MAIN 8 Ny 10. EXISTING HOUSE - Qp FINISHED FLOOR ELEV. - 354.88 ¢ GARAGE FLOOR - 352.75 t� BASEMENT F7 001R - 346.28 1 BOTTOM OF F0077NO = 345.21 CB fg 0 - 60'48'50" 7F-345.17 CHANDLER DIRTY£ R = 17Z00' FL 15'=340.97 L - 187.87' 6' FD FL-340.97 REVISED 7-22-98 ADDED FINAL AS-BUILT GRADES REVISED 5-27-98 FINAL AS-BUILT REVISED 12-16-97 FOUNDATION AS-BUILT GRAPHIC SCALE TO THE BEST OF ANY KNOWLEDGE AND BELIEF THIS 40 ° 40 °0 ••••••: 7 p PREPARED FOR MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE ter " ALF°o'��j,s '�''o`' °�o;`?�} WITH CLASS A-2 AS DEFINED BY C.A.LS. b: ° • - °�'y 3 MANNARINO BUILDERS, INC. ( IN FEET ) :3 p ,,�= �; ' * L.S. NO. 9344 *� PLOT PLAN : NO. 9344 � EAI'�ER• THE LOCATIONS OF UNDERGROUND UTILITIES ARE = NO. �4 c o •Q ` ' ' P, L/CENS ?� /CENSE.•'•o APPROXIMATE AND ALL UTILITIES MAY NOT BE oA- --•. q y CUTLER RIDGE • SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR FSS ONAL �� "; u Rye • I WILSON M ALFORD,JR.R.E.6 L.S. SHALL CALL 1-800-922-4455 AND HAVE THE LOT 2 - UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL CHANDLER DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: OCTOBER 9, 1997 D:M9722002 P:M9E0Q6 FOLDER:MAN NARM FRE:MANNARINO-CUTLER JUL 'C' b 1998 South Windsor BUILDING DEPARTMENT 7 ,at iO IS t, t r,pc,d i.na I j r 11,o p1ndency f a building f.311 fled w;tj 2 4W v S E D ho NOTES: er` 3XC ry 1• TYPE OF SURVEY=IMPROVEMENT LOCATION. -4 4/ I,piN PURPOSE IS TO LOCATE PROPOSED POOL A o�"F'o� .fir�'y �R�" off` 2 PROPERTY LOCATED IN ZONE RR OPEN SPACE c-�, N6' �O 3. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO ,e o � BoQd, 00 1 ANY CONSTRUCTION. c- Oj, O• I �( 4. ALL WORK AND RESTORATION SHALL BE IN ACCORDANCE WITH TOWN OF O SOUTH WINDSOR REQUIREMENTS. �,pirr O 5. UNDERGROUND UTILITIES DEPICTED ARE APPROAMATE IN NATURE CONTRACTOR TO VERIFY LOCATIONS- A 'CALL BEFORE YOU DIG'1.8OD 922�TOLL FREE �� "� ' 8. REFER TO ARCHITECTURAL PLANS OR SHOP DRAWINGS FOR ACTUAL 3r �� �C _POOLDIMENSIONS• 7. AREA OF LOT=20,009 SQ.FT.OR Q459 ACRES. o 0 , / N 1:r�AlCE 8. REFERENCE MAP='PREPARED FOR MANNARINO BUILDERS,INC.,PLOT PLAN,CUTLER RIDGE,LOT Z r A4' 0 W N CHANDLER DRIVE,SOUTH WINDSOR,CONNECTICUT SCALE:1'=40',OCTOBER 9,1997.REVISED TO >0 7-22438AMED FINAL AS-BUILT GRADES'ALFORD ASSOCIATES,INC. 9. ELEVATIONSARE BASED ON M.D.C.DATUM. j ON `Wl t' O 1Q ELEVATIONS- FINISHED FLOOR=354.9 1 D GK 4a GARAGE FLOOR =3528 c J9/77 4EXrS� ao_ /'e Dj 4 600-48. R= 177.00. sa 55 Z r _ 187.8 YIN TNICR ON FIL r o f.LRIC NOT O•CRUSNlD S 9 r�, ,�• 3 — `��� /ILTlR,.MI( IMPROVEMENT LOCATION PLAN SHOWING PROPOSED PO li j CCNST�iGTICNcw�yA•.�_NTe L PROPERTY OF I u .� {7 • R 1(T.L IOL 3 w000 ON rt AL/0( 3 qI DAVID P. & SUSAN B. NICOLAU C��NOL D /E� p11t %" , • f, # 15 CHANDLER DRIVE OS ILL SOUTH WINDSOR CONNECTICUT '...' CTICUT ROSION(ORTR •%•�v1 fN.LR IRRI ' f�_ccnoN SILT FENCE SCALE: 1' =40' APRIL 20, 2000 11TS -j7---t7 SILT 1=�,U G E IQ-- I HEREBY DECLARE THAT THIS IMPROVEMENT LOCATION MAP IS SUBSTANTIALLY CORRECT TO THE BEST OF MY KNOWLEDGE AND WERE PREPARED IN ACCORDANCE 3 Sv P ft o P o S p o n) a V}Z WITH THE STANDARDS OF A CLASS A-2 DEPENDENT RESURVEY AS DEFINED IN SECTIONS 20,-100b-1 THRU 2D,100b-2D OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES-'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT'EFFECTIVE 8-21-8 AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,INC.O EPTEMBER 19W. PETER PARIZO SURVEYING AND ENGINEERING n Z � 2c---) d CJ 536 SOUTH MAIN STREET PETER PARIZO,LS.14863 DATE WEST HARTFORD, CT 06110 (860)561-0238 J Irt: iiJlt�iVG DtFi. IOWV OF SOUTH ,us certif!cd �a•t t�� his plan and specifications are trc. .s �rr .,p,Ls of the proposed building or alterations to btp 11 ,ected at South Windsor /IG-"`aver^ VY� __ Street -gether with amendments stated in application an: 13UILDING DEPARTMENT d vith plan and I agree to comply with all zonina, •u I,ting and state taws and such orders as shall b- ;sued by the Building Department during pendent?• this application and final issuance of a buiidins crmit' ���Ij� , ../,�-1/,Jsln .,gned his pla is approved subJect to the condition that rders and ordinances regulating building shall tit! -,•,mplied with. -:onditionally Approved These filed with Building Inspeatof CI.t t Date Nt,. _..-.•. ,. i":"., iLl•� Vi LLII\il\l;i L� .., :..i��1I'Virr �, buildi�l ,;S1, US-cI, Gnd,`or str�, ,��ra n G7 this plan 3pp2 ivrrt�an�e >ii%h current South Wiri&t. ;i-ilabons. Variances and special exceptio... ,y apply. i E-.n�f ;rcc-meat Officer �U V Q