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HomeMy WebLinkAbout15 STONE XING DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT �AP:PROVE 1540 SULLIVAN AVENUE Bldg.Permit# 1 644-2511 ext. 230 ��. 7 s� Date 6 Building Inspector Application must be printed or typed FEE SCHEDULE FTentantDesignation Location of Job: Lot #2 Stone Crossing $0-$1,000=$13.00 Street Lot No.Over$1,000= $13.00 per$1,000 or any fraction thereof Apt.No. APPLICANT State Line Oil APPLICANT ADDRESS 514 Salmon Brook St . , POB 209 Granby CT 06035 APPLICANT PHONE# 6 5 3-7 2 41 N $Fq OWNER Mannarino Builders OWNER ADDRESS 1169 Ellington Road - Windsor, CT 06074 OWNER PHONE 2 8 9-7 0 5 5 0 C ESTIMATED COST$ d d0 .� IS THIS A CONTRACT COST? Ib Yes 0 No •- . FEE ENCLOSED$ SoR C10 TYPE OF JOB: ®New Installation 0 Alteration/Addition/Repair Revised 8/99 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES U NO W RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY /f/�ai./ ��'�`rt 0'c, ❑ASSEMBLY 4"e-1 ❑M E MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE O FACTORY ❑STORAGE ADDRESS ❑GARAGE ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION IZE OF MAIN DRAIN y y NO.OF TOILETS STYLE _NO.URINALS_�_STYLE NO.OF BATHTUBS NO.OF SHOWERS / NO.OF LAVATORIES N � y NO.OF CONDUCTORS L SIZE J NO.OF STACKS L SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO • SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER BEATER: TYPE ✓ MANUFACTURER i��✓�L, DESCRIPTION OF WORK 14 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. #200887 Pi CT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT / 1 DATE L DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: L?7 - BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 S- ate Building Inspector Application must be printed or typed Location of Job: FEE SCHEDULE Lot #2 Stone Crossing Road $0-$1,000=$13.00 FTenant Street Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof nation Apt.No. APPLICANT State Line Oil APPLICANT ADDRESS 514 Salmon Brook ST. , POB 209 Granby CT 06035 APPLICANT PHONE# 6 5 3-7 2 41 �0W N St OWNER Mannarino Builders OWNER ADDRESS 1169 Ellington Road r South Windsor CT 06074 • , E,�, OWNER PHONE 2 8 9-7 0 5 5 _ OESTIMATED COST$ +� IS THIS A CONTRACT COST? is Yes 0 No FEE ENCLOSED$ 15 �OSOR Co TYPE OF JOB: 10 New Installation 0 Alteration/Addition/Repair Revised 8/99 1 APPLICATION FOR HVAC PERMIT (Continued from reverse side TYPE OF SYSTEM: TYPE OF BUILDING: ®HEATING ®RESIDENTIAL ig A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC C3`WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE_&I OF DIFFERENCE_;!-f F TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 14441 A/u h( 121 a OU /s, 0 /44c — GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) I TYPE OF FUEL ❑OIL-GPM OIL TANK LOCATION:❑INSIDE❑ OUTSIDE CAPACITY ❑GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE 9.l' °F INSIDE_ 7S OF DIFFERENCE LD OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) C /0-f el! e; TONNAGE s� COOLING CAPACITY(BTUH) d'ai UOr 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. _ #301022 S1 CT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ..Yj DATE LOGIC 1000 RESIDENTIAL LOADS ANALYSIS CFM CHART FOR A 1,950 CFM BLOWER ------------------------------------------------------------------- <-- IiEA`1'ING --> <------- COOLING ------> `l'O`i'AL HEATING SENS TOTAL COOLING ROOM AREA LOSS AIR GAIN GAIN AIR NO# ROOM NAME SQ FAT' B'T'UH CFM, B'iTUH B`T'UH CFM ------------------------------------------------- 1 DINING ROOM 206 11460 220 5364 6043 205 2 KITCHEN 363 6669 132 2863 2999 102 99 7524 149 3533 3986 135 3 NOOK 4 FAMILY ROOM 428 20099 399 10385 11933 404 5 HALL & CLO 56 3458 69 727 922 34 G BATH 28 733 15 122 122 7 FOYER 180 7093 141 3986 4376 148 2725 8 LIVING ROOM 180 5915 198 1914 2104 171 9 M. BATH, CLOSET, WIC 306 4935 1G2 6G34 7565 256 10 M. BEDROOM 11 UPPER FAMILY 387 3178 63 1341 1341 45 12 BEDROOM �3 238 4937 98 2256 2492 84 13 BATH 85 1557 31 684 742 25 14 BEDROOM �4 258 4494 89 2792 3156 107 15 BEDROOM �2 210 4313 86 3558 4056 137 2732 16 UPPER FOYER 200 3625 72 2--- -- ---- ---93 ----- ------- ZONE 1 TOTALS 3730 90152 1950 51423 57547 1948 * NO WARRANTY, EITHER EXPRESSED OR IMPLIED IS GIVEN WITH RESPECT TO THE ACCURACYMUST ASSUMEIALLNRISKS AND RESPONSCY OF THE IBILITIES IOIT PROVIDED,IINCONNfCTION THE USER WITH ITS USE THEREOF. I Shirley Wilhelm-CRS Approval Confirmation: Request No.227154 Page 1 From: <clpsvc@nu.com> To: <W ILHEL@SOUTHW INDSOR.ORG> Date: 9/10/02 12:06PM Subject: CRS Approval Confirmation: Request No.227154 Your approval of the following CRS Request has been successfully processed. CRS Work Request M 227154 House No: 15 Lot No: 2 Street Name: STONE CROSSING Town Name: SOUTH WINDSOR, CT Inspector: JOHN COLLINS Approval Date: Sep 10,2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: -7 BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 S e Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FTenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT APPLICANT ADDRESSQ APPLICANT PHONE# OWN $� OWNER � d��t//ri1/rt �U/G� f `/1(C q� OWNER ADDRESS Z/6'-9 �S�Qu 77N �✓��1�S;�f OWNER PHONE 2— O C ESTIMATED COST$ IS THIS A CONTRACT COST? ,"'Yes _No FEE ENCLOSED$ 9O, cc) TYPE OF JOB: SOR-COS VNew Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERNUT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A Q RESIDENTIAL BUILDING PERMIT APPLICATION? U YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY /1�0/✓C ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS_� NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS_� REMOTE DISCONNECT REQUIRED? U YES QAO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUTTS NUMBER OF SWITCHES /40 NUMBER OF OUTLETS 7 5 NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS_ter, SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Gv�i2 rr�/� ItleeAl 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. /03 :zz CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT / DATE Electric # �� �� `�� APPLICATION FOR BUILDING PERMIT Plumbing# D 15 Stone Crossing Date: 3 HVAC # 1 SpFINrinkler AL# ----- 317 6 8 Estimated Cost $a 7 SP, Buildi PLETE RED BOXED AREAS i Permit Fee $ �210, Enginee n TYPE OR PRINT ONLY I Occupancy Fee $ /6, Affidavit SIGN ON REVERSE SIDE Eng. Insp. Fee $ Appr. for CO os Cti - Total Fee $ �U TO THE BILL DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant P\S Location of Work IS Skt:kRa Crosse Lot No. Applicant's AddressknQ y,)�n&tryrt, Tel.# IE�Ta-iot ; Town E 1 Zip ©cat- Lic.# S 1-4 4- Owner P Architect Owner's Address VS S\br, Cm2,,t4 Architect's Address CT Zip Zip Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit as' -1-1 City Water$ Well❑ Septic Systems Sewer$I Ins: HO SP Cert. �* �ea Baseme t Garage Approved by Date �—� Use Group Construction Type 2 '; Revised W02 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 distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancyyfthe work described in this application for the permit. Signed �J , DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- +*-31768-B 13,750 E02 UNDERGROUND 06/15/05 JFF A WITH CONTRACTOR BONDING AND POTTING COMPOUND ONLY PO4 GAS TEST 07/22/05 CJD A B09 OTHER 07/22/05 CJD N/A RAISE WARNING TAPE ABOVE GAS, SECURE DB BOX OTHER THAN PVC CONDUIT B09 OTHER 03/24/08 JFF RUSS OF JULIANO POOL CALLED WILL CALL BACK MAY08 FOR FINAL B10 FINAL 05/08/08 JFF D WITH OWNER DOOR ALARM POOL ALARM TO CORRECT AND CALL B10 FINAL 05/15/08 JFF A WITH OWNER COMPLETED ALARMS DOOR AND POOL OK •t-19714-E 950 ar-12691-H 1,600 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT tr Application is hereby: TOWN OF SOUTH WINDSOR PERMIT BUILDING DEPARTMENT ��:PROVED 1540 SULLIVAN AVENUE Bldg. Permit# AU , 644-2511 ext. 230 5 �: -� -� Dnte $ail2=1 _ Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FYcnantDesignation Str t Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt. No. APPLICANT APPLICANT ADDRESS gl 5/�S ,�s✓y_��G, C,�,���r Q� 1� 09 4tc- e APPLICANT PHONE# O W N 3 F,q OWNER OWNER ADDRESS / �J�,p _ �i'Q�S/A, q U) » p, OWNER PHONE ego O C = ESTIMATED COST$ 7-'O ►� + * CJ IS THIS A CONTRACT COST? ,�es _No t� 0 FEE ENCLOSED$ S e U f�bsO O�� TYPE OF JOB: r / Q New Installation Alteration/Addition/Repair Revised 4/01H2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES ❑NO A(USIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY G s ❑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/V."LiUNG METHOD ao SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES O 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 I ✓`__ 5n yuAt lI 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. /glc ?00 Z ^z CT_ CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE b ` DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereb G BUILDING DEPARTMENT /��7 APPROV 1540 SULLIVAN AVENUE Bldg. Permit# �4tn 644-2511 ext. 230Date g Insp or Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. et Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ��s r C� t APPLICANT ADDRESS �N (�yC �(,�� b OSS APPLICANT P NE# (✓0 S OWN S F,q OWNER \ OWNER ADDRESS � Crt OWNER PHONE C D ESTIMATED COST$ L OQ IS THIS A CONTRACT COST? ✓Yes _No FEE ENCLOSED$ L7 U Q S O TYPE OF JOB: �R C _New Installation Alteration/Addition/Repair RevigM 4/01/0007 APPLICATION FOR RVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: 0 HEATING 4 RESIDENTIAL ❑A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING 0 STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR 0 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(OUTPUT-BTUH) TYPE OF FUEL OIL LOCATION :❑ INSIDEO OUTSIDE CAPACITY (:!A!64p�PM- 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 ERFORMANCE OF SUCH WORK. T `'"�)N,7) C \ l CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT V DATE 7- /S 5 Elect is# APPLICATION FOR BUILDING PERMIT Plumbing# 15 Stone Crossing Date: HVAC # Sprinkler# 31076 FINAL - - - - Estimated Cost OG Buildings + e��`oJ COMPLETE RED BOXED AREAS Permit Fee $ Occupancy Fee $ /U• En love rng TYPE OR PRINT ONLY Eng.Insp Fee S Affidavit Appr. for C o / o SIGN ON REVERSE SIDE Total Fee $ TO THE BUI ING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant - 'tocation of Work) SS%'A Lot No. Applicant's Address /S S`g;-A Cft SS I i -uI. G vy-//2 Z. r 92 SISZ Town S,tAM• Zip 0!�0?11 Lic.# Owner S4 jAQ Architect Owner's Address Architect's Address Zip Zip q. Ft. New Area: 1 st FI. ?'(O 2nd FI. 3rd FI. Total New Area Purpose of this permit 1:�/� e- AAktI I Z X ZR City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date i Use Group Construction Type Rovhwd GM 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 koca the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in wtfch this ikfing and its use is allowed. '\ Signed� �Lv=:�==- I hereby apply for a Certificate of Occ anc r the work described in this application for the permit. r Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- •+-31076-B 5,000 B10 FINAL 10/14/04 JFF A B10 FINAL 12/30/04 JFF A CLOSEOUT 1 MANNARINO 61JILDER9--L0T 2 STONE CROSSING-Hh.M 1 NC I11il iT�+.wrau.s.us%r � t THIS CDVPT)h•ENT IS 068GNED TO SUPPORT OM.Y LOAD TAKE Ii [�' '�g[ JESIGI►CRI ?,IA ' THE NIkX CAL LCWIS SHOWN YERIF1FRAM OF N076 TE ft APE LOAAAE Ap INPUT����jApACAM tILl OTHERLOAO rAStS DCiIQf COA1C:f1'! Of I - PUSS FA37EIMO V8t CtSZ I.OALtiiK?�rfEFl LCTIUN LIMRAl1pN6,FRM101G FOR PATTER?f LIVE tA►DING ARE GNECNE i. +Of.YTNSR IB=iTB TO 770:ZS7. iIVNS LOAD +� 40 ?SF. MrHnfffi,aw AND SEISMIC BRACINO'*oc MER (OINEN6iDP WASURFz f w-N LEFTS z%%F AIIORCJLNTILE%tFc) USAID TARO s 17 !St :r+.0 LATERIMISRAONU'1441119ALWAYSWoLJIIEDI9 DIStRL3.TE011 SOURCE 7YPi, :OP15ID0. LOiO PFCM TO Lf)m LIIr �� 1ASD » '��_ THE RERPONS1pUTV OF THE P12OJECT ENGINEER R-IN-SX rt-IA-SX o � "� RIi t1VFA PLQ79 LI Jt 70P A8 P:AOR 9PAIt CaPRI BD 1.01 2 P"OVInF wEETRAW AT SLIPPORTR TO Eltill1ZE UN1FZJl0r P,.001 LIVE ^pQ + Qo-no-aD 37-Is-Is wTERA1 STABILITY. uMIF0A71 f!0 2LF 00-((10-00 37-a3-1s ).00 UNLOCTICN CIIITER[A 3 OO NOT CtIT.NOTCH OR DRILL(iatlp-LAIR, t�k 0"D ?Dp 170 ?W 0:-00-06 37-43-25 0.90 LIVE IAAD DiP.t L ! Saw�0.. 4.SMIM Ai BEARINGS FOR FILL CONTACT. I-MIPCdN nook DEAD tUF 170 PLr 00-00-00 37-03-15 0.90 1OrAL LOAD OL17.; L. 1 2�p♦ 5VFRIFV DIMENSIONS BEFORE CLJRSIB JNi['OBH FLOCS DEAD POP 25 PLx 00-00-00 37-03-_S 0-v0 I R C�.,�TO SIZE UIIIFOBN FI170R LIVE 'M^ 70 Fix 00-00.00 37-09-15 1_0 W a Tt41 GANG-LAME TO ENE LOCOAS A WARNING WIES' C.7 FLOOR BEAM ONLV. COOC CCMFL[11REs T.Pii0llt W C0WW$SION EDGE BRACINt3 AT AFFORT 4 EACH END OF COMPONCM. THIS OOMPONENT DESIGN 18 BFEOIFICALLY PDX LFtNOSEYRFDWOM FROOLIDf9. 17-53 tOS aF INN MASON FOR AIKTHNO O?MIIL THAN OAMOAAM LYL OR LPN JOISTS IS 50CA NUNAS STRICTLY PROHIBITID.ANY MOLSPICAMN OF THIS DOCUMENT RBOWRtB REVIEW ICW 4P-5014 NYAtWAQNFROFHSSIONAL. L.A. Litz allISIS) APPLED GL TDTCPEAOrOANMWI SUCH THAT &BtLT 9490C AlAU13 TV10 Mi v 7H 240Y TO f Ckitea PI Y A1N MUM BEARING SIZES ARE TO PREVElf!CRUSHWO OF"OANGC LAM LVL BLAN.if IS THEtSA OQiL i 1Slhw A ff) K&&FLIES QC 2NOWS DF 410 RESPON61BIIfTY OF THE POWECT ENOPeffR ORARCMTECT TO LVJEF SURE 7ML ONE F1 M'LL6 AT f:'OG FROM Lrp $ME,SPECIE$,AND GRADE OF LUVBCR USED FOR TIE BEARIW,PI ATESARE ONE iA 0ONLY. 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VW OF THIS DESIGN FOR ANYTHING OTHER TTMM MUG-LAM LVL OR L/1 J0671618 nPORT 1 I.PROVIDE COIPRESSIDNI EDGE II WPO AT 11TRICTLY PR1OMOMIL ANY JIODIPICAAON OF THIS DOCM NTREWIRE6 REVIEW BOCA 97-53 rACMEND OF,OOMPONEMT. 6YAD"amppp"t6BONILL. ICBO ER-5076 UN N N[3ITS IED AR A6H1Ml1R11 BRING SIZES ARE TOPREVENTCRUSNMVG O/THE OANIO4JV.i LYL OEM.IT q THE L.A. City Lu 251673lCR'I 14 toc APPLIED TO TOP EDGE OF GANG-LML SUCH THAT RESPONSIBILRY OF THE PROJECTENOWE3t OR ARCFNTFT,T 70MAKE SURE THE CCNC 1151R-R LOAD JS DOTRBILMO£CIWLLY TO EACH PLY. SAE,SPEG£S.ANSGRADE Of LUN1El1 U3`.D FOR THE BEAI6NG MATES ARt ATTACH TM PLIES VAT"S ROWS Of W DESIGNED TO CARRY THE REACTION!OF THE GM10 WA LVL OEM AND PREVENT CRUSIINO MV4 RAILS AT/Y OC.FROM OF THE REARM PLATE ONE FACE ONLY. STAGGER ROWS,FL? tip B£AN AND ATTACK THE THRO FLY WTH 3 MJCJOR OJN O1JVA LA SEAM SE ILRELY TO SEARIN GS OR FMNOEA3 m R004OF16dIS1Ry14ALSATIT o OCTOTHE UNNIILEDSIDE Of THE FIRST m MO FLMS.STACK"MOI:O N WL%AMY BE ro COUVIO1OR BOX WLAVJ7HAW'HA tV WNIMUM8K%KOANETEROF0131' �O r7 w co tUPWAn RaACTTORS 11603)t CASE ARA1, I MG N U:f YLR 1 2 686? 686? ifai :61L (-4 3111% U¢Aalw. 311.S ([M-SS) r O � Z Isms W 3.5J: CIO c3ops FP.Ci WIT �• CALrCDLA W0 AZLC-?ABL -LTC LOAD '.S3- 0.56, o DZAC LAAO C125: 22- 9- L -Z t' r —THIS DRAWN04 MOTTO SCALE Cr o Her,"a Eracien C)arpd as LVL•Id CrR,LPN JaW SDacr'1al" SORT"ProMad By. aRra2 38ACi I� To oft It amPMMNIarlryJNraOK011wr"arl nr.osalm"Momow sraa6egAdbi "IloWW" •suo•A6reavom"wO tummSaocm.URJaraa6r LPEnginswid Wood Products ti SLasw Or ndpaR low'"Amos eroa to dwbwo No 4w~arms"Cusmo&er nommory am*era.new owwm .WRO wcwra.. 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SHEET 0 MA.NNARINO RWLOERS-LOT 2 STONE CRM!3ING-BEAU S a NC 7N1Z Au.rr tans tictyt lest.o64 LOAD �Od-ifL�ie6io .Eslep��lrekt► . vale 1. F oez f 1. H$CT]MPGIICNT I6 OECf1NE0 TO SUPPOlrT 0wY K[p AL9[iELOAD CA$RO DC91UN C(kybLBTS Ui'1• - 7LIt$ rABTI:R6D ! � A TIE WT3TIIGLLOAII45HOWNVEAIFIGITONCF OVA" RN yC ��/IR FOR'ClWLEFT ID OFBPANORCAKTILF�R LOAD�� �'�Ht.R (kP.11k rD 10MRS1. L1Y8 LC�M � 15 r15 sr LOADNO.WLECTONUMITATIOW%FRAMNO F C U L AOIHO EGE:C RE4 ll IEIFCR>/i,Yr*DANDS6A8le4CYRALTFIO ANDOTHEA larAL LQAD 55 Ydr '1 LATERAL BRACEYOTFW4ALYIIAYSREB EOIS MSTAIIIAMQV 503RCL TYPE TOP/siw LWO PAWN TD LOAD I.GP i TlEFWA;KNCIBI:ITYOF THE PROJECTENOINEER FI-111-SX rT-In-81I rLOOR OT?;T CAMP,D 1 1..0 F: f OR/' =• UNIP"m FLOOR LCrL TOP 440 rir 60-W-70 22-00-04i 1.00 IPRCMCER£STIWIRATSUPPOMSTOE14SURE LNIPOPM PLOOII @LAD 70P 110 P-.r 00-00-00 22-00-06 0.90 MFLFSr10N cRimRIA + LATSRM.STAGILITY. It11rom noolt DR" TOP 35 PLr 00-00-00 22-00-06 Q.YO LIVE LOAD DEFLt L/ 4L0 7.OB MDT CUT,NOTCH ORDq..LCAli01AN UNIPOMt FLOOR Ix= TOP 20 n.r 00-00-00 22-0e-05 1.00 TOTAL LOAD =P:c L/ 240 I �� a,slat AL BEARwcS FOR FLU CONTACT. L VERFY 13MCNSONa OEFOFC CUMms YicARNINO 5OMIk w S.IKS GANGUMUL 19 TO BE USEDAS A THIS COMPONE leCMGN N WMMIMALLY FOR LF IMMEEM WOOD FROO J L COCE copm:mcfs : I FLOOR WAM ONLY. LU OF THO 0981001 Fall ANYTHING OTMER LI TON GANG-LA LYL CAR LPIJ0ln ie LEIOTt: I `--��-�--- T.PFJNZ)E CONPRESSIONWOE BRACINO Ar IFTAIIGTLY PROHNITra ANY MODIFICATION OFTHIS DOCLIMENT FAMI S FZ#vw Bach 97-_s E:ACH END OFCOMPONENT. sYAoca10NPRo►lRfIClRlli TCw tR-:t04 L.A- C!ty RK 2to15T OGbN1 N AR AkmMJM BEAMNO OWS ARE TO P'REVEM CRUSMPD OF THE Q AN44MA t%L BEAAL IT LS THE swx I 941:C APPUEO TO TOP ED E OF OANOdAIi SUCH THAT AESPONSIBLITY OF THE PROJECT ENOiNMR OR AROVECT TD MACE SURE THE ra4c L 151ti-R LOAD Ib OISTRA SOXeD EQUALLY TO Esiam PLY WE SPECLM AND GRADE OF LUMBER USED FOR THE BEARL40 PLATES AAE ATTACH TWO PLIES WW TH S ROWS Or tad CE54NEO TO CURRY 1HE REACTIONS OF THE OANOIAM LVL DEAN AND PREVENT CAM"NO 0-171 KNLS AT Tr IX FROM OF THE BE kK4G PLATE 0"1 PACE ONLY. STAOOER ROWS FLAP !♦EAMANOATTACHTHE THIRD PLY WITH 3 A4CHQ1 C:W&AMLYL DEAN SEWRELY10SEAM1NOSORFWfOERS. e Rows OF Ted C3.unNipsATTr cc TD me IIAAA m sca OF THE FTILaT cn TWO PEES. STAOOERROVA,NARA►µYBE COMMON OR BOX WXS W%TTH A W MA OO M*OMINA E110iNK D AAETFR OF 0 We. ate a0 aG� t:o fs. SOTA'RT RRACrrmss C.am; CAS Le D a A R I N G N V V a E R 1 7 1 6>f6? ffi2 2 1541 16A1 i �1 MEN BE"In. 3:= P4 3- 3 3- 6 O t�l F> C/2 1.LiC CFvXG VICUT(W L>t-. C'ALCVLA;iC AU.:liAB 1a` L1:2 1w. G.51" 1.5G" Wn LOAD *..25' 22- E- f, Cee '"•THIS DWYAI1415 MOT TO KALE"' t'v O HV400ILFitton LTBOBIanaowV•vmBGaa G&*AamLVLalaCTRtRJIVSfvicelnaalf SofhWale PratrldtTKi By: masw tale Tow?"afflemm"m&OcbvtrnowlearmN.a Tr6talowNSmnr,.MBtA3taNOWAdOflMd,sy,wiror -saw-. wwcvIAJMftlow LPEnpineened Wood Pwdum '-J PwBl Md Br wBiiq ttMBlwKac CAM.Ma«IBrwi B.d W"Iw'#"wCam ctWM at Owmw wlt Body aac4iRsacwoval BBBCAnc apooftm E-. 1m.wp.ur..faaaw.raBPywro.v r.r1�.a.ri."twasPr..rw.w.W..wew.uw.. •a.wo.wm..nw+wlstk.r.B.A.ter.�...a..t+.w.rCrwlu 27Dew0nwryrrttNwfl awipBBwtWaAwNUMAnrtlp9 s1 kBipaw 111AOD.pBwL MYMwBgnw1rnBwwatar►dwno1ssBlpcal wMrrtm MrMgton.fC 2WAJ \V tMp.as M.e fns wB Bsa anrw nwedaBpt Md WKIQ taiBA0111rM�IlB,dp YL BM17vB fcnpB.VRss er a«ar r •DB nd ad.MadgO.1M BIM�BgLBs�LVL B..I CTR.LPI ASYN BBaBd 34 azr... Laa1 (RI0)"e-9 JB .:wdlew.enuMdr ducw..ewt.ra.vwBOt.ta�Nfd..arleOOR�.an.lee.,mar rAwwln.ae.uaBtAmtLFinBwaO&wtwLiL.rCTlLLAJfAlsawann Nam"Y&I (80MOat0106 �� TJagnCAt� a..Inae.waw dole P..wbyftm gww.Owv4a Llawr logo fnr.«IamLw.oA.Bcnw.e envanwomnmuwlna.aMwL► onLwp.uMawtaakirae vbw4nd dandra*Mwbe& d"batnuAnue�."Mw..aaeroa.I.q.e+�M..u.Bs..rwwwHlr a.l lwmlyaBBaBawn�BpBr/'sdaislnActstfarl W&ANd"*w 4wKhC wnr"wPTA04""0*0MM .malnwlW*Flll wMB. a�n."i I �a.w.b wU Or Nwt wir"B N NDb MI MTC.�Dr. CW.OM %WfV 9W a.a&-Wmd b+l swMre dot)V [r: a"awwomsdldeasµsrBwi►swbe coop row dec.tatomvlft*w0slmvKUwThimdsmoRtlm"m •ACOPYQFTHBDRAIMNOKTOLLOWNTOTKPATALUNDCONTAXICR [WIG 0 CL. arwwRtrBramnBws Mdv..wBMCtaIBBM M+NBtaW IB be cmnwjwwa Cgwe"" .0 �•"+�+ LP 6 A Woftwar4 of L idM P*d%O p wbw SHEET 4 MANNARINC BUILDER$AOT 2 STONE CROSSING-BEAM 4 NC • NOTE. cools w.nrer84ea.0r" f LOAD IA" g ee3lss L14,19FIA vsI, a22 � 1. IMISC-0AcALLoA sD+rovmvc irw^n ttOF r RR5Ma C0149LS75 Of J - PL2LS FAST MD �''' nn THE LOADING. GF LMD6 6YroYM M:li1FICAr10NOF MR V LOADS 6E4 LO ARE FOR INPUT LOAD C/4SE(13 OTHER LOAD GLEES TocirwER (02lRA To KOPR51 Ll YE I�CYW 40 PS! ) t+011DINCLDGFLEC71pNUNRA1SOfY3,iRAMNp fORCAT7ERNL0IEL.O•l'>Ft'AgECi�[CKEDASREQURiED. LIYZ ICIND 10 tSF NXTMOM VKNG,*0 SEa6MC ORACU40.AND O1HER (CQ1ENSbNS ®FROIR LEFT END Od'SPAN OR CANTILEVER) 70S'AL TOAD 15 Isr WERALVR1CM11- 16ACWAY3wot eo19 DTETpIBLTICY SWRCd TipC TO!/S:DE LCAD FRC1i To 1n1Ln [nr isr i a OR All SHELT.UTYOFTHEiWWCCTB�CEif�ER Fr-lzf-aX FT-IN-sX FIMR SPM CARRICD 1.00 rr i ORANDEIRS(7. UNILURN FLOOR LIVa TOP 320 PLrC0-0d-00 13-01-01 1,DO F77pwDEg65TAALN'TAT6UFPORTgT0EN8URE UNIFO M FLOOR MP.3 TCP 60 PLF 00-00-00 .3-01-03 0.90 DEPLDC?I0.V CRITLRU( LAIEPALSTABILITY. UNI94DM FLOOR LIVE rot 20 FLF 0:-00-00 LT-01-DI 1,C0 LIVE LCAD BOFL: L 1 46D 30O NOT CVI,NOTCFEORDRLLGi417C,1/ill )12P[e0M FLCOA D�SL 7r1? 2i PL! 00-00-00 l\-01-03 O.pG TORAL LOAU DETL: L ! Z40 4.SKU ALL WARM$FORIUU CONTACT. � i WRFY DMENBIONB DETORE CLIITINO WARNING W NOTES. 1 G 4.PA TOSQE. 1.4 a i1OOR OE LAM 16. BE u9eoAS A TM COMPQWNT DESIGN IS SPICIFICALLYIIM L1EN41Nvwm wo D pROCt=m COM COPI Wkwa8 : 4 FLOOR BEAM ONLY. REI4)R7 i c s LIi1 OF THIS MSIT D.A ANYTHING AnON p TW MXUMRI LVL OR R6 JOLMFA .cC 7.P(tIHENDOMPRWVNE EDGE 8RMJ110AT WTMC,LY MCA 9?-33 T1.. F.IpI END Of COMPONENT- RryA pplpOq pwQpEy AL ICBo Lk-SOC4 COMPONENTS(10AWOM& ANCWR G MG-LAM L%%BEAM SECURELY TO 6EARINM OR WN3FRS L.A. '1 t y PR 2:1 E7 APPLIED TO TOP EOOE CIF OMCrIAM,9UCH II4AI 59c-C I 549'1. LOA1316 DISTAIMMI)EOLMLLY TO PALM PLY. ZUW: 11 S_8-a • ATTACH:WO PLIES 2 R0 OF ted f}(+71)`wL8 AT 17 00 OC 1aLS FROM ONE FACC ONLY.STAGUM ROWS FUP 6FAM*0 ATt"TM>_THRD Pt Y VdTH 2 F40M or 16d(}/fn WULSAT 1T cr1 CC TO TIE U*NAILEO OIDE OF THE FYi4r TAO FLIES STAGGER ROM HMIs MXY Bn crl COAIMO N OR B0)I NAILS WID►A W7THA O MNIMUM SIa44K MWEIER OF 0 131• G cv w SD?FOk'! RRAiC^.IONS (LUS) C%se 5a AA. I IS N '1146k; R 2 2911 2911 L-64 684 4r; MLN AHAR'.%G 312ES <TL-:ai) 1=1 LY1 .-7 E-� 3 2tiU SfJ �?LSE SE'r P'OM Y.AXINUM uLiI.CCTI'..^f9 Lm .7.0 J' '�Tlitf pRAiMNO IB A�OT TO;CAL$•" c�I rl.ndluy n Etodl ra YAtadl.ne0ua IModmrxrl gd.tm t%&44d CTR LPI Jain SpuMkMans S*%Ars Pro4i"d v To ONri No pindmnl"a*far taut'owrVoWo ih.r.«o:.tuno hio.IMaO•bw W w 6ow"I a to syppaltwce.ncrsn.br Wr�pa.rnLK.«r cTR,Lvl wnro e. LP EnpireecRa+d Wood FModudi �1LOUGt SI�.Cl 1 :� (l.nO.nd ter+Yi.11et ttbr lAnw.heF ad••4.d ntl oonpt4.4..«er..041.M.a SA 0 eswy e.d.owvga t. mmmv t .p.UaraY*gmeac c-",a 'npef.dq eliw..Ne Mae rR a t..p(t.d[o W. am IId111[..IIL tens No drla«a«IM•••pYD W.a..ben 0olmoee 1.(e lYn.n pt+.rllt pr lnp Haas.t,doN..Inmp ert'Ya 14 2TD4 High.eey 421 MvVI eonpcwen uat•aw.1M a..rr i'N WU1111gaw IN.cu•--L usedea0 af�lt 61W.a.r.dum ad mw Yew d.dT1arLd V.WV.0M NC 25401 epow I- Al A YAf.Irlle.de araWlhN•►np.te.de!.aaf•a Cede ng1J�.•da,b 1st•.a W Mtyl. r►te4.aM b•ol aul mM iAl v war oh D)"2-W4 •prt•dtoth.arK,ae.a MW.pa•~ida'�iA�l• '���talpewd.laMwnnudf hpR&6e/"�Yl*—ILPa WGNGsr*L.mLVLantCorniRJo n'�rl Hlowtt14W14 16OONQTOS CwYjnGilrM p••vwwbrmeotw 41.•g.L.mtvl.nd 4.L.1.lu tny.Vm•afem ofc*POWmdV CM LPIMU Art n•.M edaiee.ed.aw-4 Na•i4a1r.N•eN.d. 44eut111dtestndWoMmU.ea.inatp N.lnpaed.rn/u..Nn..Wnl.eify CT 1M dnlOe.nd m•grW ed.4lyd.n h.�pdu.•1 11t•ed�nat.Acrf.pwaa osror4 MlL.. ldcWaa c�J ngdefab) aMRntlMapdk.Wba 1 ee.iw.dye.•a�•Y.'..I�when♦MIlkl aedArrO.•0..0 iM1.0•nIVW.dYln.f.•r*oA 16.fe4al.aMa4 Haar L.enL.na).LIP L r^ Y.adPMafgI..L.Lt atNearfr.Y II,YOrIae CMp.701a1 .•«P'.aW a►tMasa.4lb..Ttlsal.•hp•edlLay to A COPY Of TNIR MAYN.YJ It T6 0GMO4 a0 TINSINSTALL INl CCM1i4.lC7OR nwo e` .Mt.dp.M feW1.n..v1. AnLt..ta.I lna...I...n anrd 1.0l onirenpd.nCngn.•dny ILP..ww.nwotlw.ar.wacwwnu.n SFIEFt >r MANNARINO BUILDERS—LOT 2 STONE CROSSING—BEAM 7 /Ntoie-�).— NC NOTE: 20 12 Atowaer suss Design LOAD TABLE MSI:0.58 615.000 9 0 0 DESIGN CRITERIA i VSC 0.31 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY LOADS SHOWN ARE FOR INPUT LOAD CASE(t). OTHER LOAD CASES DESIGN CONSISTS OF 4 - PLIES FASTENED THE LOADING, LOADS SHOWN VERIFICATION 3 FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. TOGETHER (REFER TO NOTES) LIVE LOAD 40 PSr " LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DFAD LOAD � 15 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER TOTAL LOAD SS PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX FLOOR SPAN CARRIED 11.00 .'FT. j OR ARCHITECT. UNIFORM FLOOR LIVE TOP 240 PLF 00-00-00 24-00-00 1.00 2.PROVIDE RESTRAINT AT SUPPORTS TOENSURE UNIFORM ROOF LIVE TOP 240 PLF 00-00-00 24-00-00 1.15 DEFLECTION CRITERIA LATERAL STABILITY. UNIFORM ROOF DEAD TOP 120 PLF 00-00-00 24-00-00 0.90 LIVE LOAD DEFL: 'L / 480 3.DO NOT CUT,NOTCH OR DRILL GANGAAM. UNIFORM FLOOR DEAD TOP 60 PLF 00-00-00 24-00-00 0.90 TOTAL LOAD DEFL: L'/ 240 4,SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM FLOOR DEAD TOP 80 PLF 00-00-00 24-00-00 0.90 6 VERIFY DIMENSIONS BEFORE CUTTING UNIFORM FLOOR LIVE TOP 20 PLF 00-00-00 24-00-00 1.00 ? "; GAN04AM TO SIZE. UNIFORM FLOOR DEAD TOP 44 PLF 00-00-00 24-00-00 0.90 JA } 0.THIS GANG-LAM IS TO BE USED AS A CODE COMPLL4NCES-: T.PROVIDE COMPRESSION EDGE BRACING AT FLOOR BEAM ONLY. WARNINGREPORT It BOCA 97-53 ,�,_. EACH END OF COMPONENT. THIS COMPONENT DESIGN 18 SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS USE 0/THIS DESIGN FOR ANYTHING OTHER THAN GANG LAM LVL OR L.PI ic, T818 L.A.0 City RR 25167 '_� DESIGN LIMES COMPONENTS CARRIEDARE STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW , SBCCI 9490C L I� a APPLIED TO TOP EDGE OF GANGIAM,SUCH THAT BY DESIGN PROFESSIONAL CCMC 1490C LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ATTACH ALL FOUR PLIES WITH 2 ROWS OF IMP MINIMUM BEARING SIZES ARE TO PREVENT CRUSHING OF THE GANG-LAM LVL BEAM.IT IS THE i— DIAMETER ASTM GRADE A307 OR EQUAL,BOLTS AT RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT TO MAKE SURE THE r' 1200'OC.USE FLAT WASHERS UNDER BOLT HEAD SIZE,SPECIES,AND GRADE OF LUMBER USED FOR THE BEARING PLATES ARE AND NUT. DESIGNED.TO CARRY THE REACTIONS OF THE GANG-WA LVL BEAM AND PREVENT CRUSHING OPTIONAL.TO AID IN FABRICATION:ATTACH TWO OF THE BEARING PLATE. PLIES WITH 2 ROWS OF 16d(3.1M NAILS AT 24.OC.STAGGER ROWS.NAILS CAN BE DRIVEN ANCHOR GAN04 AM LVL BEAM SECURELY TO BEARINGS OR HANGERS. FROM ONE FACE OR HALF FROM EACH FACE. ATTACH THE THIRD PLY TO ONE SIDE OF THE DOUBLE WITH 2 ROWS OF 15d(31M NAILS AT 24'OC.STAGGER ROWS,ATTACH THE FOURTH PLY TO OTHER SIDE WITH 2 ROWS OF ted(31 NAILS AT 2P OC.STAGGER ROWS.NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK' DIAMETER OF 0.131".16d SINKERS(331/4-) MAY BE USED,BUT HALF MUST BE DRIVEN FROM EACH FACE WHEN ATTACHING THE FIRST TWO I PLIES SUPPORT REACTIONS (LBS)i CASE B E A R I NG NUMBER 1 2 1 9883 9883 2 3883 3883 I MIN BEARING SIZES (IN-SX) „ 3- 0 3- 0 18.000 1.750 3.500 5.250 R7.000 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLCKULE LIVE LOAD 0.54" 0.60" DEAD LOAD 0.52" 4424- 0- 0 THIS DRAWING 18 NOT TO SCJILB"' Hlartdlhg N:Erwctioni MrCNlariews ttfarrnatlon Gang-.arts LVL and CTR,LPI Joist Spodlkmflant Software Provided By:Twe 0604IO2 SBCCI 116"ray and tit"lat eraorp a nave eo.00M,r no w a rw aor.Obtain&I g n cessary o the aatorw sur •appona and aavratorr rr 0094AM LA.and CTR,LM Jorr a be LP Engineered Wood Products Arne and Tor rewtt g Taro brew acre be da.tgnw.ro aonprte strw,n.area u tr rroneay eoa aonp.no..00rovet apaetltc apptuuorr. Instead ty Others.rn bate are to be applied a to and truuoaar tom tr"SOWS a tr" sell ttrwae earn •Cannwn neat dtva, miW a 2700 p. pw rw stet W spaced rrYwraan or 4•a r oll Highway421 Norm oarporwrs ureY.Mr.t nr frerrutg and raetesrrg r an nee oonporrra.Itrr aagn wraate killed Decors dealtnot a"bah ertd r Ibr td. Vwrrtnptanon,N NC 28401 oonvWed At no Wn an am al b greater t Ada be design A be Is— coda mokwnuft do not i"ON design.wim this are- •Do not cA nosoe,dd at s W Gang-Um LVL and CM ListJor u r a� q as tP- local (910)M-078 applied to me oonporrem etgrrad ant enrq tlr stnraust aatgn r approved n elawn Miles in PAkhOd mata4l tan LP any use of Gang-Lam I%and CTR,LPI Jaw aorerary, National Watt (Boo)ON 9105 Design Crawls —t ones an dw P. byrovided t o pualonw rp4will a aa.oam LVL s 0w tn sot Sift M rwar,naga ny O r ta Oft warmly a p the v&O and LP Cm Let Nora as made wttlraa camnr and we eased trrda bad. doortrta aH In0e0 warrantee ttoldrn the wo"worron es a mnotradaetty Tree 0090 Dens mnaat a0e01004 en in arreaterew Wood In dred contact was oononte no be protases as reduced M will elree Der a penaraar use. conIDW doe dy �:t morns a cos r goals, •Dead 060.����eTO d�nm beahave Dean L► .A COPY OF THIS DRAWING IC TO BE GIVEN TO"#ZTALLrq CONTRACTOR atadlon r Instanw»ostn.rt aaa for a..p Taal AmMod's a EnglAseh eau ofmd to a consents on Engineering DWG M document. LP le a taanvM of Lourrna-Pecttlo Corpaatrn. SHEET # • MANNARNO BLALDERS-LOT 2 STONE CROS3ING-•BEAM 8 NC NOTE ?0011 Ao.*I.aw..coarp t Tv4A COMPONENT lS DESIGNEDM SUPPORT G'ILY LOAD FAIAE U51 a6? 9 A A DeSIGII:RITERI!1 s yam; a36 THE YERr<ALL0AEA3HDWMYFRWrATgNOF NOTE LfL.L16SND>tiNAREFORIIK�IJ►LG�pGLtErfi.OTf[ERIOADCh5E5 luS1uN Gf:V$'STS OF a - PLIES TAS?YJi[) 1 ' LOACING.DULECTMIIWTATYINS,FAAMW FOR PATTERN I/4 LOADING ANECNECKEDASRZQUAM •fts,CCNIR (FeTTR :ONOTESI LCAD 40 P3F MET110MV MANDSFISMICBRAaNG,µ00TtitR (OAL-NSONS MEASURED I"LEFT END OFIEPANORCANt1LEWFL) DCRC 74M � IS FSF r LATERAL ARACINQTMr is 0F7HLwAys pROa T jNGI DI$ DIS711EIl-" 1 SCf.WC TY?8 TtiP/SIDN LW 9-w TO tAnm ujp 7CM1')I LOAD s 95 PSt THE RESPoas�ILmraFTrlEpawEcraNclaeat > ORNidifTtC'T. F7-[N-EX IT-TN-SS rRO .Laos SPAR Cl'RRtCo : t.00 .7 ,? WXF&STIWNTATSUPPORTSTOENSURE culruM Awr LIYR rep STO PLr on 22-00-80 1.0: LATEAALSTA8LITY UNIFORM 110tIn [BEAD TOP 19C PLT 00-00-00 22-00-0. DRTLFIC;70N QU tLxIA s i00 NOT OKNOMHORCR+LLC4IIND4Ak UNIFORM FLOOR DEAD TOP BO M.E 00-00-00 22-SO-Oi 0.90 LTVZ LOAD DEM- L ? 04 r, ,tSHR ALL BFJr T49FDRFULLCONTACT. UIIIroiw FLOOR -7YB TOP 20 PLP 00-OS-00 22-OD-00 3,DO T02AL LOAD CL•PL: L ! IIO C.0 S.11FRIFYO;MrNSIONSB yonCLjrTjMG `�C�`� FLOOR DEAD TOP 44 PLP 03-OQ-00 22-0C-00 0.90 CANS-I M m SUE WAF*"7TOTES. a TK9 CAN04M IS TO BE USED Ar.A , 1�1 FLOOR BEAM ONLY, CODL O011PLIANCTS v 7.ARDYICEQOMF'RESSION EDGE BRACING AT THSOOMFpM W OLtIONIt SPECIFK"LY FOR LP ITDIIIFI:RED UNODO PIIDo11CTi. RTPtIRT 1F FPCHPFOYCIOCMPRESoIIENt USItOFTws Oft GN FOR AMYM) VTPEPTHANOAnD-L.AMLYLORiPtraSTsa r>xA WPOEL w mnCTLYPRIDIMMITIMANYMODFICATIONOF TIES DOCUMENT REOLINESREVIEW 7cao ,=i-soon CESION AS ITIADMSIONFRI MSMUL. IC.- City RR 5001. 510 APPUED TDTOP EDGE OF GmG-LAM SUCH T� MINIMUM BEATaNO SIZES ARE TO PREWNIT CRUSIBNG OF THE GVaUtA I%BENL It IS fliE SUEC T 94 30C LOAD IS DISTRIBUTTO EOW y TC EACH PLY RESPOASIBIL11Y OF THE PROJMT EN6INCER OR ARCHITECT TO KMLE aLISIE THE 0.'MC 1 t 511-R ATTACH ALL}per FILMS YNTH 2 ROM OF 112' SVE,SPECIF%AND GRADE OF tUAWR USED FOR ME BEAIG•ID PLATPS A.RE • IFAAIETPP%-1111 GRADE A307OR EQUAL,BOLTS AT DESIGNED.10 CARRY THE REACTTOI,4 Of TIE ON,104M LW BEAM AND PREIIEIT[CRAHN(l 12 00.OC USE FLAT 1044"RB UNCCR BOIT NEAR AND NUT OF IfHE BSAR7Ki PLATE OPTKIN41 TO AIO W FABRICAT)DIt ATTACH TVIO NICIttA ONY34AM t1t BEAM SECLAtELY TO BEARINGS OR HANGERS a r 1 PIER►MT71 2 ROIAG OF 164 L3-1,71 NNL.S AT ci 24.OG STAGGER ROIVS.IL41LS CAN BE CFVAN c.l FROM ONE FACE OR HALF FROM EACH FACE m ATTKN THE 7HIR?Fi.Y TOOK tE SIDE 07 TMC COURIAAT24"Ot6TAGGSARO SATTACIITHEFOURTH PLY TO OTWR SIDE YJTH 2 ROWS DF 181 Elba) LS AT 2X OC STAOGEA ROWS Wl4LS IAAY BE O Na 100maON ON BOX kmLS wr H A MINIMUM SFW{K CD DLOMOTER OF 0.131'164 SINKERS f3-IAn MAY SE USED.BUTHALF MUST BE COVEN FROM EACH FACE MMENATTAOiING THE FAST TY4O PtIrg [s. Qy Si18FVRi RJ.Je^-'IiI:1S r.wil t CAER L E A ItI IS'u If tl 2 E R ILI ' 2 1441 9iI9 � Y lAia -a144 2 MIN RN.ARIKG SIZCS {:S-SII :� 78.009 i w � 3.:u•T Lsl ua 5.259 u� .GCA t C R(Ft SCC1_D1' ' r.A;;BLR::ro ALL:CILAL w Em 0;4S' Z.55• rn .vr LOAD o.11• n I •^T M1917RA7Vt1IG S•AIDT TO fitAlQ�' �� Ilan s IJatllafl Maoellr+.ow ImoRlefxn Gan Lem LVL and Cia,IPt Ja1t SpoglicaEorl• — j Ploaanaryto+�.rlrawni .nio:a'ft'r■n TI■uralrwtnlRl.nonlltrlrs�+alMogtl.dayrwolln. •e•In•rti.ecer.•w...e.ca 9atlwarlP �GadBr. cea0y s2C: � . ytawL�tarcTr.LPI twrwl. c7 Lrrwa M ouen.w lcaal am%bt �i0•a• °fwWl vt my[=*A a me rra«•.n o•i nplo.c•. LP Enpinael»d lA/bOd Products +rPr•m Vr• aMwMA.Irr.awrrlMuPeron■sdS`^m•Otle•axiu•lWen.•1+p•Oo•1r■n aoimr•np..mlMOI■•r•.rlaaPn•a•alr■nm.r�•M/W 2708 HkIa►�Y AJi NtIfA m.r1■M•I vow nNrNrr 1•riegaga.rYy•� Na•orry.a.r•.IfIM 4niP vr.gIlAIM4.7eN 4oM nq rrelsarsr; aK 1•brM uRryaelM.N ro 11•e•M4 b•at prs•Car/1•n4reri Mrr r cv •an.o■a.mrncor■rA SOW41(dOO4a� q,yaby wlhra.vl wr..ala*.•rNs •O•ndwtilc4trA.r.IsrC•gl•wL4Lad/YTRLNJatitsow�l•..A�n Lo En.NC�1�TG?eBTB �' t�.tra�e i a•v�il«s is n�• A.n i.rn lwrTw�i•�rr.aa..taamLK rr elp.Ln Josv err■ry Fitals N4ts eODI v9a9fm I DrlOn(7+Iarr CTR.L•■a4o.wr •Mtl sErf•>p�.•w•Inrgralf�ProelKt•NLP C7R,LPI)WIi r•mW wRAyA aMrar■uualrbd der wA daKlnM trTpa.rnln••t of rrwrrymeay CT awdosim alGnsrirlw of�lr•r "A.r,s•1 Itr.•a Yr drM•ena4 wpoem»I•mW rPol•cW Mf ti/��Mrrtl.sl�ihtllM CV e•I•moft Mr tM tlhil■�iM a[IbS•,d AI rC.•D.r 0•a•C•r[,r•a■M•r•I •rF1�A and lIftW far■Oislt.Ilr soc I r.•rra.ar•Awrw• m••C AYwA r aa•un of"t rr■mam.ac A LP ywrnaIvdWIWu•mp,Fol•IM P■vkXam,ItokmfrgNILTNIMatgRmlAmgo •ACIpA'I.OFT100fWhtN019TOalOA¢FlT0T1Q06TALLtlR7[YA11iAGTpR Dwo # [a: c1.11.41.nls Aa.•r4a.4W. At" c"arinafr■•I•.Simi•A■•MNmma.nd•n H1pMN.Ary O0 Y0A"" LP Is 4 A§"M.A of wW61emPo•M CaVs %n SHEET III • ►MNNARINOBWLDERs-LOT2 STORE CRpSSINC3•-BEAMS NC NOTE: TO•u Af—b,ftitwip 1 TH6 LOAD tAL� ] 1JE ( v9t a2P 00►POh1EhR 6 CESCTa EO TO SIJQPORT ONLY �� CES 1 EN Ca I TFRI A s - V9k A 16 R -y TIE YERTGLLOv�t165MOtM1YEFCFr.ATMDF NOTE. tCADSSIP)"AREFORW4"LOADCASEllf OTHERIOADfJISES Fes(f.M Ccrosiars' Oi 7 - ?LIM A..^�1�0 ' LOOGW1DEFYECWQLI ITATIDI.G,IRAMNO FCAPATTERNIAIELd1pNGAR CIIECKEDASREdiJWED. 'P7,:dTY.Ra t.FFFA Sao vOTT�I Litt LOAD /0 P9F ATftLRRANDAMI SEISMIC BRACINO ANDOTHER (UMCNSKMMEASURED FROM I.1r,END OF SPAN ORCANT)LEVER.) DEAD LOAD - L5 P9r t UTERALBRAf:Nf'T AT ISALMYSRipLORED6 DISTAIBLT:ON SOURCR IYPE TDP/SIDZ LC1iGI FRO" TO LCAD Lnr T07AL L4ww - 55 P3F E d y ORAR*VTBCT.1LRYOF THE PROJECT f►.pOJEER F:-IN-SM R-IN-SX FLOOR SPAN CARRIED 1.00 E7 ORAftOY1Bf'T. UNIFOM4 1'LOOR LIVE TO; 100 PLC 00-00-00 1504-13 1.00 i1 - f.PALIAOCR2STRAINTATSUPPLIRTSTOENSURE ONIFcrly FLOOR DKFO TOP ;A P'LF 00-00-00 15-09-13 0.90 DEPLZCsicd critCRIA LA1EOTCUT.NOY URIFCIFM JLAWR LIYII SOP 20 PLC 00-00-CD 15-04-13 1.D0 LIMB LOAD DEPL: L / 610 , A DHIMALL ARING0H OR CFUJ.GMIO{AN• 1R1iPOw. BLOOR DTAD TOP 19 PLP 09-00-00 :7 0�i3 0.10 T07AL LOAD EerL: L l 2.0 y 1 18HNALLlfiLRtNGBFT)PtFLJt-LCONTAGT. ,. CT SOAANIUM T aVERIFY M EEFORi CUTTING VI ARNPt3 NOTE& �• >,- 1 a TFi3 R RFA MONLY.1AM BE U9E0 AS A FLDORBFA THM COMPONENT DESIGN IS SPWPICALLY FOR LP ENGINEERED WOODMEODUCM. U1lOF THIS OUIGN FOR ANYTHNGOTT�R THAN I#ANO-LAJALVLORiM,FORTSIS CODE C0.MTLIANCLS T.PROVEE OF CD ONE EDGE BAACIIIO AT STATCRY PRCIHsITKD-ANY MOMICAT1ON O/THi DO iam Rl9Oumas IIITMEw REPORT tl EAf1f ERD OF COMPONENT. 9'TAIDONGNMOF&WONAL. ° 97-53 w ICDO E0.-5004 NASSU ARE AKCHORG,WG•LAMLk DEAN SECUPELYT06EARINOSORFW IRS L.A. City Rd 2516. APPL.YD TO TOP EDGE OF 6A404Ag SLICH THAT STCCT 900C • LOAD IS OISTRIftME)EQLALLY TO EACH PLY ATTACH T#e IM FLIES WTM 2 RCVn OF lad L�WT S CAN BE CIRNEN FROM ONC FACE OR IWF ►RDM EACK FACE NAILS MAY BE DONMDN OR Ica FOKNNLS MAIN A MINIMUM 9~GAMETE* Cn OFO 1T1• 1/d 6W%RC(3-%9j WAY W o USED,BUT HALF MUST BE ORIVEN FROH m c .o 0 .cam m w SOJ11CW Rmc.`P:O.ys (LBS:: CASH EBARI Ifa XIT.489R 2 ! 145a :550 2 $3{ 531 B"-1I!fG S:ZCS :IN-SX: C_I Cfa I 11 c 1l.t75 W rail F_ rn 'P M fk[T IJ'r w.X M- A x1LCCT_,u1IS µ Ut:.r::)LATM A.LW?6 aLj LTY.- WAOZ 0115" U.39• G •Drha LMI.V D.1:' 13 cv :DAL :t+AD ^Af D.7bf - �_ TIR3 DRAVlIN[i IS NDTTO SCALE cv HfrtltrQtEnaien A•cffivtusslfamalt3s 31Y Q ZS[I L1A "MR.LAI Jo[N TipAexkr+orx Ia�IriMY.roi.+n.n�el Y.6q is Aetl►Vc..WNA p1feWawtofppffl!•W f•.p.ONMlaJ to a.IgM:mlr •SUXDufro404MOAWlhNC.Wtm LYLNd CTA.LPoJ.fWAD. LP En ineosr�d8 Wood M�LWD2 Sa�C.'.i z 0L,:a.d k f&"rO2' IMM50 POW be 4wgm J..a o•N40v I m as Oka*of Wo .v..wv„a.a..�t.rw appmw sp aft O 6040m. 1f'EnQinee►ed Wood Prodckcts p IwaidcYWWI.lokwsw 16b.•pp{ediD41 .nGLMfuAtx ftfflAf0eN7'.1lak016OWM OIhCk.rlr• •Grrrtiw,ri•Mw. wMNWf�faVrebfaWeM�l-T4ef9e1•-1v1f0 2MKgh•"421NWh ' e•fl+nfgv{A•Aw00meam- IlImasts"w* fl••ff0.nw•.IIIM*s0crherff{.ip•.00170{•tfflfNltof•I •nor rit p Yftfi I^NC ZW AOftilf•.JY lbbM got b•A OIwIw lhw.41•IIT Ie.Ai •ACID tef•NpfY.nl"eb r.L ue.tN.JI•Ipp.We*Nr►wY1 it '00 M ed.00",Oil m fIN CV •h6f1.OMeelrpe"AL C.'p1bf O&VtaOTR LpJfhb {IOifffaf f••bf,0yffuclwNtlt•' M ••�A•+.f.r•n Lnal (DSq TCl�II11B c Mmq O@ORNO •"18PM dMf fy ewro��uatwmABrj aV�tlfAMe UM MfLrery1wMofep44 sminwd Cfi.L dAan r1ean Natant NM• ff0019D9 oT00 I OMiBf Qm.ftf try bf4wftr DEC bNe N}M pl Arfrlrl.ff,�Dlfpfbf;7.N nRfffTfllrp•4ClfWV CTR,LPIMM44•I•n•d•+.CpA4fOfifiMv.trMbdunf•rbfL 4MblryNnpiAwwpMbaNklflYttlM•••f.J..�•sTefOJlRfffNq CT 1M/ee�.WnreM.IfpecAM•r.inwbbfYN NAodnd.fAMnifalYNA to•cr.lf lAAl•.pwfrAlf MlfgNW tr flf•bft{•Xtpf••rf fif.CV ewbn4 wAA1M Y1a1 e.Mlerb alND•fff AlfC.•DfN eV.CO-WAN Womi•eps11•ffwoedt bwfe.rn.{:.1.L► 1 wfgf•rr.nKLd.►.gAs.�K•aarbrm4p,Tout we•hawwme064"Imp•ma7tifdlro•prb•ffrWfn •AOOPYOFTI•SOPAMMISTOat OVEN To1wsfeTALUMCCtIRACrCR DWG tL• dMcWnbfwpnne,b. AnaAaw.or 6tfnffh ufi•ZtiAleu e.fWel.f.n inpArewbq d— LP r f trio."A of Lo wism-Pamb Ovpa.f" SHEET >Y �' • •MANNAREN BUILDERS—LOT 2 STONE CROSSING—SEAM 10 NC NOTE. Jool� Aa.,aer lar•.a DeNWI NSI.0 70 ,L V C 1�� I.THMCOWIONENtisDESGWDToStPPORTONLY er:Am S ii 4X OL2950 2.0 tV'S:GN CITTBRIA c VSt LLT6 i • 'nit WRI`AL LOAM 3HONM VERIFICAMM OF ITSIGS C%XSISTS UT 2 - 2LIBS eYTFNBD NOTE: UAW S WE FOR�FFCKEDAS CASE / 0714ER LOAD CASES WPkTXrR (AEJTR TO:MCSI LIVE lcrl7 4D PSF IAAdNG.OI:FLEGTIhNLNITATON4,FRAti(Nff FOR PAITFRN LPlre UJADSI'iAR&CHECKED A$RE<1 �[O. MOHODe WNDARnSSSNICBRAaNG,A)IDOFMA PhENSIONSMCASSUNfDFR(aM1LEFTENOUFCPAN R(•.L,.R, Itt" UIND 15 FEf LATEIOILMpAr-M7KTI6ALWAVSREOISIQE0l6 DLSTRI&fT v SOURCR TYPE rOPISICZ T•CWD PRCK TO TARO LDP T✓TAL LOAD 55 a~'f THE RESPO%10LTTY OF THE PRDJECT E7jGINEER =r 7 ORAROITECT. Pr-ItC-ex FT-Ita•-,tx FLOOR SPAR CARRILD 3.04 IT . I I PRCVDel EMAJW AT SUPFKWS To"URE UMIPOM FLOOR LIVE Top 1E0 PLT OC-00-00 L1-CO-DO l.to LATEAALSTABIUrf UmIrom VLCLIR CAL' TOP SO PLF W-00-30 11-00-00 0-00 MI'LECTTON CRIMRIA 3100NOTCM N=HOROMLGWAAJL If17[rOpY P O0R LIVC TOP 20 PLl 00-CO-OD I1-00-00 1.07 LIVE, WAD UFLs L if LBO A-SNN ALL BE9RINGSFOR FUtLCDNTAC7. UKIMRX PIRICR DEAD :OP 19 PLP 00-00-OD 11-OD-05 0.91 TOTAL la%D LIP: L J 240 _ .1 i WER4'Y OWNSONS BEFORE OUTING WARMq NOT". .s .k OAN3.LM TO SIZE. t -, a LOORPFA 4NISTpBELISEDAPiA TI�IG<MPONENrDESMN13SPWF=LLYFOR1PEi•1 MEEREDh0C=pmotIUCTR. CODE CGKmIARCLs (zl fAORBEANONLY. USE OFTI XMWON FOR ANYf"OTHER THAN GANO•t�1 &VL00LMJ(XMI9 U 1PRKEKDOOOMPtONEDOEBRACINGAt 9TRICTLYPRONIMT10.AWYUODMATONO►INISDOpUMINTAa IK"RMEW RTrP0R7Il PJrCeH:NDoeuouPONENt BYADESIGNPROFESSIONAL. bOCA1CRO st-5004 DE iON ApE AW-WR GANt Lim LLL BEAM SECURELY TO 13MIN s OR HM•OERS. L.A. City RR 25.b7 � APPLIED To TOP EDGE OF OANO•LALI SUCH TWIT SE:CI 9493C • LOAD I9 OISIMBUTED EQLw1Y TO EACH FLY. Mic I:s 10-R ATTACH TM TAK)PIJFS WTH2ROWS OF led O-IM NABS AT 12"0C.STAGOEA ROWS. NAIB CAM.BE DRVEN FROM ONC fACEORHN.P rRO A EACH FACE. NAAS MAY SE COMMON OR �O RMWLS WTHAUMU MSHANK DIWETER cry OF0171•. t8dSIN10:R6 t4"JLNYBE c� USED.BUT Hkf MUST BE WOVER FROM cnFACH FACE CC3 143 0 .ca i Qa) f 1 SDIPCIR7 AEACrXM (LBS)- Use BEAR I N O 11 U m a 9 3 1 S 15?: 153) 547 S47 :11N WARINS SIZES (IN-.SK) I:1 3- 0 3- 0 cry c t 1.05 E-- [r] r I+_Au1�rr.� rcr Ecrlaus ' CAIZUL AT" A:.T(TraaLr Il• isHi LOA4 �.�I•� Y.Z?• C14 Tc^A:. LOU :.Bs^ a.<<• ^ TIYSORAW1Yt24Tt.QTTDiCALE"' I cv R1111 t F•eba 1H ace:aneaua:nWlerrele n soft are Provided B Gar�p•1em tvl aed CTR,LF.Jrld SP+etresua;. dprrMVr --vlw--we-Rvmft Ha w se Ore GDKP"M lhrl be S Wb A F4&UPWmew •Swro6ee Ab e.tr+•wwd LYL+WC%t LDI J.aU 1.re 61.TI4UI SEC= oy-SUP*rwrelr.R.6.r.sae..ywsea •gee.+.am,Rceear.ew.+. av"mm**p'W0W rwa &Mk* M O"°�e1 LPEnpheeredWcwdProduelsr Mu6leer ee M.NleA n eu mOfi.7n+G'ane a6mlw flrelOf•�er er6 oeeTld.m•r•we Mon Caerarra6rb a1N6pq�lwpre End%ho""Od•rnnrrlu6er4oke 1 Id 27M Ii0M.ep 421 NxQ T"eu bal re>p•a erll OwWO m-NN•.o.aeyr.nede"WAWA ewe W raem bul am rfor M Wtelogw,NC 23F01 ampwtW.Mm ei1be43ha0YfMeAa�irYnAa AMppteMr60A�aarelwEerdaaeM•d•4/�1MreerieelNArGN -00"aLrokedJor.rwA•Pldn+.KaMCTR.U9JWru•iwMaerowr LOcd (91�7�-L670 cV r6rytrCMlMeo OWdd WAA fibd.Um Un Wsklolal b awawQ e6 sow*1•Nle bRrehlydem••lellnalP enyu.al C7 a'a rf esww Yre ••Ww R+.4LamLA•rr CTR,1A J.ele ow*" NmwwVYYe (�0'j B80 SICS I [feetOA CMv'Y GM U-Wild WO W WthMA WON dT the am mod'.WJ RK 1wa1VL erd b Ur./rrHla eer MN eereorl hl►Ai NtRwTaneArWea el m tr H rn.a.em..nseerew •re N adennee .. Wood CIna dra•rrdo awlMuM6wlaNrp remo•rufbMa.nwAna eeet P.+aLe/CbWar CM.a MAW aaldL!F aee fuw br a pvlcw asL14 gT bhfe-bwe ITC.•OA 4,dwftoa*&Pw•q 62.4ro"fGrolrbf coop. aWC3 T I.Itl A-tOWS NOea.Jee 6rp6QMrt 7Me Mrr1ty� rrm Breve ae •A COPY OF THl DWtP/NO IS IOC tillEN TO TIE lATAL LIIq CONHRACTCR I T1~ rYeB.eY hateK+nWu. AraN•cYa w bprrele sue r•+a ro y a.rerdnw a.triyh6.nne - a.wree• __ tI•revee.6dlarLewr..ahar6ary,erba SHEET X r Town Of South Windsor Building Department Location !S 5 ,. ef ,s= Building Permit# 7 S G POOL REQUIREMENTS: This list is not all inclusive;please refer to pool packet. ❑A 48"barrier will be provided to protect the pool access. Including a temporary fence for inground pools prior to filling.- 0 Access gates will be self closing and self latching(if less than 54"high they shall be on the pool side and be protected within 18"of release mechanism). o Doors providing direct access to the pool shall either have an alarm,a self closing self latching device 54"above the floor,or a safety cover over the pool. o No receptacles within 10'of pool.(locking type receptacle for pool equipment must be at least 5'from pool and GFCI protected). t7 All metal parts of pool structure,fixed metal parts within 5'of pool,pump motors etc., shall be bonded with a mmmmum#8 solid copper wmre. 17 Convenience GFCI receptacle shall be provided between 10'and 20'from pool. ❑Trench depth for 20 amp.circuit to pool equipment shall be 12"minimum. O A surface pool alarm shall be installed pursuant to Public Act 99-140. .o All swimming pool pumps must be equipped with a time clock. o Heated pools require a pool cover unless over 20•/0 of the heating energy is from non-depletable sources. REQUIRED SWIMMING POOL INSPECTIONS: The following is a list of inspections that need to be performed prior to the continuation of work. Requests for inspections can be made by calling the Building Department at 644-2511 ext.230. L TRENCH AND BONDING-Electrical trench depth verification and bonding of pool and metal appurtenances including metal reinforcing for gunite pools. 2. FINAL ELECTRICAL-Location of equipment and GFCI protection. Convenience outlet provided. 3. FINAL-Swimming pool access protection must be provided before pool can be used. Each swimming pool installation requires a Building and an Electrical permit. Additional permits and inspections are required for pool decks. I have read and understand the requirements listed above. Applicant Signature�-� Date Homeowner Signature Date b"-l-o,,r N p?. sr RE`Rp Shod �� + 305.2 W O , 1 3 + 303.4 0 + 305.0 O h 1 300.3 Z 304.4+ 1\ 305.4 + 301.6 .t 304.5 Q 308.17 + 306.0 N �� + 301.2 4.7'x6' 305.9 t M 12 HATCHWAY i \ , ``'. ^ �� 1F-298.54 305.8 306. BRrCk` 304.4+� , FZ=296.44 48.3 P�nO I + 300.4 2'xe' CHIMNEY \ h 8.2• �v i�16. ; i ,o 24.4' a 2'ON 304.6',, w Snyc y ?,. 6.4 3 '', BITMINOUS CONCRETE 306.0 S,yy��9dt/ .k, , 301.2 DRIVEWAY , sr o / 305.5 ., rs.6. :. e.s•- o 306.3 • 0 306.1; 22' 301.0 4 -01 305.1 In o' + 40' 1 IF=298.99 A 305.9 1 - IN FL= 294.23 c BRICK WALK o 'Jl-'304.3 ;' OUT FL= 293.98 YD r FD FL-295.5t / TF=305.0 305.2 304.3 _ 30Z -"�, + 299.9 , TRANS.; 3U3.1 / •�� 306.11 ' - _ - -! 3�3 ip"I A.D.S. V• 142.52' 302.69F o i.lx C67,07 m 305.24 S 07'3135 W 301.90 ------- 3'05,39' 304.50 303.98 302.09 � __--- ------------- Fm ,STONE CROSSING i f 29a.2s 298 ---:3�-- 2" SAN. FORCE MAIN - -__-MjLR_qAly-- y0'`---------w--you-�---ice s R-225.00' C8 /2 77 DELTA510240' 11� (s� 44 k- L,W I - FL, W/N= 293.07 li ii d (s�W � SW no w*MW Am* fIM111p IMw trrt�o o4 Mprq�oror IMop� MIS Mer�MrM1/ �� M�0 South Windsor BUILDING DEPARTMENT TO THE B„AS:.4 fi'ipT. T01YI1 4 j"[H WL%OWO This certifira th.t this plan and apadtloations sry tr" copies am the proposed building of &iterations to be erected at / ()` �/� rr- `r /�4 street together with amendments stated i pplication end filed with plan and I agree to Comply with all zoning, g auildin and state laws and such orders as shall be Issued by the 13 ullding Oepartment during pendency of this ap fic I n and final issuance of a building permit. Xsigned This flan is approved subject to the condition that orders and ordinances regulating building shall be complied rith. Conditionally Approved iheae filed with Building Inspector Clerll -)*to 4d CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) as shown on this plan appear(s) to be In conformance with current South Windsor s regulations. Variances and special exceptions may apply. Date ZonkV Enhmmow Ofl w RECEIVED SITE COMPLIANCE CHECKLIST O C T 1 62002 TOWN of SOUTH WINDSOR, CONNECTICUT SOUTH W NGSCR PL4'y';;�G D-72 15 STONE CROSSING LOT_# 2 Reviewed By (Engineer1g) MANNARINO BUILDERS INC Date Reviewed /pig �►,� `pprove Denied 1169 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By A LPlanning) BP #_28751_ Ph_#_(860)289-7055 Date Reviewe ot- pprove Denied Date Submitted 00/00/00 ***** FOR C df 0 **** As required in the Zoning and/or Subdivison 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 work; i e trees, shrubs, dumpsters, required parking 4 Utility location; a. sanitary sewer/septic system b foundation drain c electrical & telephone d. water V e oar- 6145 5 Sewer connection charge paid y� 6 Appropriate certification �- 7 Bonding 8 Planning & Zoning/ Inland Wetlands Considerations A. Lighting B Signage Freestanding Wall C Fee in lieu of Open Space Sewer Permit No Pav Exc # COMMENTS Status 6F6�O�cw. X�o,�r .� 02)'fit)•C.� c w TT 2oQi c��+:+ ok Electr*..`# / 7`67 APPLICATION FOR BUILDING PERMIT Plumbing# //0 15 Stone Crossing HVAC # //y F7 Date: ��(o Sprinkler# No. 28751 FINAL APPROVALS Estimated Cost $/73W o a Building COMPLETE RED BOXED AREAS Permit Fee $ :Z 7 6c,06 Engineering TYPE OR PRINT ONLY Occupancy Fee $ '/Q•0a Affidavit SIGN ON REVERSE SIDES yj Appr.for CO. Total Fee $ ?7o.o6 TO BUILDING DEPARTMENT,TOWN OF SOUTH W WDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location /S 51akc Lot No. c2- _Side of Street/-� Zone Applicant .,Z"- _- Tel# 4960,21i-7oS'� ----------- Address // 6 IF mil, , Zip 6 y d7'1 Lic.# Owner 44 a Scv�e- Address Architect q Sot Address Sq. Ft.New Area: 1st Fl. /, 7va 2nd Fl. va o 3rd FL Total New Area 37� S. #Rooms #lavatories / #Bathrooms 3 #Garages 3 Purpose of this permit: /1/zfzv City Water Well ❑ Septic System ❑ Sewerx Ins. H.O. S.P. Cert. Area_3 7 Q Basement / b_ Garage 7 7 O Approved by -, _ Date 5 ?, Use Group Xj— Construction Type M _ Revised 9/01 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 distance from all street lines,side yard lines,and required distances from all other zones and is located in which this buildintq and its�se is a o�yed. �� /3� is Signed 422' a1 1 hereby apply for a Certificate of Occupancy for the work described in this a59ication for the permit. Signed nT-1 4:p:2 _ / --i—r'• C—�7-p sue■ � -L� DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 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 :BL&'AILWT k f9 w-, In the town of r. Name of buildin e t applica Please check one: 1.-I am e th a e ro 2._I 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.-X I do not intend to act as a general contractor or principal employer. Location of Job: AFFIDAVIT Additional Fee S 12 0. 0 0 State of Connecticut I ss.South Windsor County of Hartford Owner I `JL•�+� ylyX/f/Y ti of�'v�a y�✓'v. !7'•�+(, _Agent for the building erected 2 8 7 51 Contractor under Permit No issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorized under said pe g *d'not exceed the most current accepted BOCA value of S 216 , 3 6 5 . 0 0 �` Signed Subscribed and sworn to before me this day of A.D.20 Estimated Cost S 208 , 800 . Difference: S 7 , 565 . Notary Public Inspection / Approval Date By A1pp1 Code Description Due Whom Code Comment -------------------------------- ------------------------- -------------------- **-28751-B 184,000 BO1 FOOTING 04/30/02 JFF A WITH CONTRACTOR B02 FOUNDATION 05/10/02 CJD A NO FTG. DRAINS B05 FIREPLACE/CHIMNEY 06/03/02 WNB A WITH CONTRACTOR 00/00/00 P02 UNDERGROUND 06/12/02 JFF A UNDERGROUND AN SEWER EJECTOR LEFT APPROVAL NO NOTICE B03 FRAMING (ROUGH) 07/15/02 CJD A E03 ROUGH 07/15/02 CJD A E01 SERVICE 07/15/02 CJD A P03 ROUGH 07/15/02 CJD A H03 ROUGH 07/15/02 CJD A B04 INSULATION 07/18/02 CJD A PO4 GAS TEST 10/02/02 CJD A LEFT TICKET B10 FINAL 10/23/02 CJD A HND RAILS INSTALLED AT FRONT AND REAR STEPS B10 FINAL 10/25/02 CJD A CLOSED OUT **-11487-H 10,000 **-11071-P 9,000 **-17907-E 5,800 ...h f Inspection / Approval Date By Appl t Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-28751-B 184,000 BO1 FOOTING 04/30/02 JFF A WITH CONTRACTOR B02 FOUNDATION 05/10/02 CJD A NO FTG. DRAINS B05 FIREPLACE/CHIMNEY 06/03/02 WNB A WITH CONTRACTOR 00/00/00 P02 UNDERGROUND 06/12/02 JFF A UNDERGROUND AN SEWER EJECTOR LEFT APPROVAL NO NOTICE B03 FRAMING (ROUGH) 07/15/02 CJD A E03 ROUGH 07/15/02 CJD A E01 SERVICE 07/15/02 CJD A P03 ROUGH 07/15/02 CJD A H03 ROUGH 07/15/02 CJD A B04 INSULATION 07/18/02 CJD A PO4 GAS TEST 10/02/02 CJD A LEFT TICKET **-11487-H 10,000 **-11071-P 9,000 **-17907-E 5,800 Total Est Value 208,800 Dwelling 3,700 178,636 00 Basement 1,850 26,270 00 Garage 770 10,934 00 U 5 Smoke Det 7 525 00 BOCA Value 216,365 00 / Difference 7,565 00 11 NO TES - 1. AREA OF LOT 2 = 36,778 SQ.FT. = 0.844 ACRES. 2. ZONE OF SUBJECT PARCEL IS RR". LOT IS WITHIN A SUBDIVISION DEVELOPED AS "rFJ AN "OPEN SPACE SUBDIVISION'. --no ,,,_ MINIMUM YARD REQUIREMENTS.* FRONT = 40 FEET SIDE _ 10 FEET REAR = 20 FEET 3. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - Op "STONE CROSSING OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, TOO 9F SpgC� •>„ SCALE.SUBDIVISION0 FT, DATE. OCTOBER J1, 2001, REVISION DATI SS�O 2 CONNEC77CUT, ASSOCIATES, 6 OF S Un0 70 SO INC., CIVIL ENGINEERS, WINDSOR, CONNEC77CUT. MAP PREPARED BY - MANNARINO 4. APPLICANT. MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. clo ROBERT MANNARINO 200 PIGEON ,HILL ROAD 1169 ELLINGTON ROAD P.O. BOX 484 SOUTH W/NDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 TEL. # (860) 289-7055 TEL. 1 (860) 688-7288 20 7j948• E 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. RE\ARD 6. NO ZONING VIOLA77ONS W17H RESPECT TO LOCA77ON OF EXISTING FOUNDATION, AS SHONN. 7. EXIS77NG HOUSE - GARAGE FLOOR = 306.03 aQ FINISHED FLOOR = 308.74 + 305.2 BASEMENT FLOOR = 299.34 �O e N j 8. LEGEND - + 303.4 ^ W EXISTING CONTOUR + 305.0 p 300.3 x 310.0 EXIS77NG SPOT GRADE �o N = 304.4+ ` `y WATER SERVICE 305.4 + 301.6 FD F0077NG DRAIN LINE 304.5 Wo T,E,TV TELEPHONE, ELECTRIC AND CABLE 7V SERVICES + a W 0308.117 306.0 + 301.2 � GAS SERVICE 305.9 NJ i G HATCHWAY .' �1, 1 o ��'1 298.54 FM 1 114.0 SANITARY SEWER FORCE MAIN 306.0 BRrc� 304.4 � FL=296.44 305.E3 48.31 PA770 + , r SANITARY SEWER PUMP ° 2'x6' CHIMNEY + 300.4 (DESIGN LOCATION-NOT FIELD VERIF7ED) 16, ; 8.2' N 24 4' n ° 2. OH 304.6' , � EM 0 ELEC7RIC ME7ER FzNG yOUSE 12.1, 36 4' , cM 0 GAS METER BITUMINOUS CONCRETE SqN `23g�� r „; t 301.2 DRIVEWAY 306.0 'v ° 00- 703 N V s 3 r. r / °v M SRkANG-� °2� h a; ® / GAS GA7E 305.5 °OP M v' 1S. 6 306.3V N nM 4 / TRANSFORMER TRANS.O 06.1 e i 4301.0 4' WIDE CONCII IE WALK 1L-LEPHONE BOX YD #3 10' WIDE CL&F EASEMENT Wv WATER GATE 40' I TF=298.99 AND STREET' RrE EASEMENT 305.9 °i IN FL= 294.23 }� LIGHT POLE o BRICK WALK o OUT FL= 293.98 �.l' _30a` 2 FD FL=295.5f / \, TF=305.0 �^ 305.2 304.3 0 + 299.9 �'�,•.... TRANS..; + /''" 3 3.1 , . J - - 1 --3- 306.11 ; / 33'-10"4 A.D.S. 142.52' 302.69/ 3U<F m 305.24 S 071,3135 W 301.90 J-9 304.50 303.98 302.09 i /��- ``_�_---W-- STONE CROSSING I 298.29 2 "'�"�+�""' FM Q6 2" SAN. FORCE MAIN �J - ---jjALER AGAIN--,4j0 ---------W-- j��-- �---�'C83 00 R=225.00' CB 112 L=10.52' TF=299.77 DEL TA=0240'41" FL, W IN= 293.07 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WI774 SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF 77-IE REGULATIONS OF CONNECTICUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY 714E CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE "" TO MY ao 0 4o ao °e p�rsw�1N�'°®�® �o 141;f 00pliv, ��®, SUUBS ANTIALrLY CORRECT BALIENOTED SHEREON. ° °4, l6t , MAP IS corv. ..® A F, NCxj� PREPARED FOR AL °g�� ° ° MANNARINO BUILDERS, INC. IN FEET ? L.S. NO. 9344 ;( ) *�� \ * I IMPROVEMENT LOCATION SURVEY No. 9344 i e No. 9344 OVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE = o ,����p`°° '� ' <ICE ,E° �'�� °°°° STONE CROSSING �nNOSOP CONNECTICUT IV APPROXIMATE AND ALL UTILITIES MAY NOT BE '•.Poi--,!cENSE., �a °° •.s�4--.- N; •�yo ° s SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 10-10-02 ADDED AS-BUILT HOUSE, U77LITIES AND GRADES ••®'• °;;;8�r►°°•°' ss'!s oss�,rp�°°'�� ;55 W9LSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4,1- AND HAVE 'THE _ ILOT 2UTILITIES MARKED ON THE GROUND. OATS REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEA L 15 STONE CROSSING SOUTH WINDSOR, CONNECTICUTSCALE: 1 40 FT. DATE: APRIL 17, 2002 D:M0205502 P:M00149 FOLDER:MANNARINO FILE:MANNARINO- 02-055 STONE CROSSING NO TES -- 1. AREA OF LOT 2 = 36,778 SQ.FT. = 0.844 ACRES 2. ZONE OF SUBJECT PARCEL IS RR". LOT IS WITHIN A SUBDIVISION DEVELOPED AS AN "OPEN SPACE SUBDIVISION". MIN/MUM YARD REQUIREMENTS.• FRONT = 40 FEET SIDE = 10 FEET REAR == 20 FEET J. BOUNDARY INFORMATION TAKEN FROM PLAINS ENTITLED - STONE CROSSING OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, OpFN Sp INC., SUBDIWSION PLAN, EAST SIDE-AVERY STREET, SOUTH WINDSOR, CONNECT7CUT, SHEET 3, 4, 5 & 6, 70 TOM F B PS U p INC.C � SCALE.CIVIL ENGINEERS,DATE: W7NDSOR,T�ONNEC77(.""UT". REVISION DATES TO 2-20-02, ALFORD ASSOCIATES, �NDSOR 4. APPLICANT MAP PREPARED BY MANNARINO BUILDERS, INC. ALFORD ASSOCIATE'S, INC. clo ROBERT MANNARINO 200 PIGEON HILL ROAD 1169 ELLINGTON ROAD P.O. BOX 484 SOUTH W NDSOR, CONNECT7CUT 06074 WINDSOR, CONNEC77CUT 06095 TEL. # (860) 289-7055 TEL. ,f (860) 688-7288 N22:35 . 2p, 13g 48, E' 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. RR Rp 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCATION OF EXISTING FOUNDA77ON, AS' SHOWN. NO ZONING VIOLATIONS, WITH RESPECT TO LOCA77ON OF PROPOSED POOL, IF ERECTED AS SHOWN. O Q n 7. EXISTING HOUSE - L 305.2 GARAGE' FLOOR = 306.03 + a FINISHED FLOOR = 308.74 BASEMENT FLOOR = 299.34 1 y� 70 7. + 303.4 �^/ 8. LEGEND - 1 + 305.0 y" 0� f'ROp05 46•6 300.3 �31 - EXIS77NG CONTOUR `O N ,POOH EO `, = 304 4 x 310.0 EXIS77NG SPOT GRADE + 301.E PROPOSED 25 x37 INGROUND SKIMMING POOL 305.4 SURFACE ELEVA77ON= 304.5 W WATER SERVICE 304.5 304.1 w ' } ' FD-- FOOTING DRAIN LINE A308.17 306.0 0 ti i� + 301.2 2 4.7xs' T,E,TV-- TELEPHONE, ELECTRIC AND CABLE 7V SERVICES HATCHWAY i' \` 1 7F=298.54 305. o o `, /- G GAS SERVICE FL=296.44 / 305.8 483• 306.0 PATik '0 304.2 ' ! i C FM-- 1 1�4.0 SANITARY SEWER FORCE MAIN 0 2'x6' CHIMNEY 'I' 300.4 SANITARY SEWER PUMP ON 304.6'`. (DESIGN LOCATION-NOT FIELD VERIFIED) "D nNG HOU l21• 36•4 BITUMINOUS CONCRETE 306.0 SAN 29g 1 )r M ; 301.2 i EM 0 ELECTRIC METER DRIVEWAY 0 (10_ 303. 04 u &SRHgNG g_02) 3 I N j ® I j GM GAS METER OOP i 305.5 15 6. 6.5•, n �' a , Gv 306.3 M M M I' e GAS GATE 306.1 ° /ls,y o 22 / % + 301.C1 4' WIDE CG.VCRETE WALK 'TRANS.❑ TRANSFORr5R � 1 , 305.1 co 1 ° YD #3 10' WIDE CL&P EASEMENT 40' _ TF=298 99 AND STREET TREE EASEMENT El TELEPHONE BOX 305.9 / - � IN FL= 294.23 Wv o BRICK VIAL K o I' 304.3 ,/ OUT FL= 293.98 W47ER GATE YD 1 ---30v 3 0 2•'" FD FL=295.5.t / 7F=305.0 i "� 304.3 - / -'3 <'' + 299.9 -j LIGHT POLE TRANS." / ,�_ _ � 303.1 ,_ T _ 306.11 / ' / 33,_10"0 A.D.S. �' _ 142.52' 302.69/ ®1.1y, 9. THE REVISION OF JUNE 3, 2005 IS TO SHOW THE LOCATION OF THE PROPOSED POOL ONLY. 304.81 • 299.98 OTHER EXISTING IMPROVEMENTS HAVE NOT BEEN UPDATED. m 305.24 S 073135 W , 301.90 =30539 304.50 303.98 302.09 I �- ----- 298.29 29g 310 PROPOSED CONTOUR ',STONE CROSSING I p6 2" SAN. FORCE MAIN I / �' K PROPOSED SPOT GRADE --- WATER MAIN-- 0M ---- 0� --- '0031D.0 h W 5 CB #3 _ GRADE TO DRAIN 14% 14 SURFACE WATER 1S TO BE DIRECTED AWAY FROM THE POOL. R=225.00' CB #2 L=10.52' ° T'F=299.77 DEL TA=02 40'41" F L, W lN= 293.07 .. .ij - THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-.300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE• OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA RON SURVEY. GRAPHIC SCALE ��}�,n�► N�/.,.,,PAA e���,o `fi NN�,P�.SA TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 o ao eo �►+�0...•....! j�•„A eee t '••• �')7"•„ PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ,•'� '�° DIOM AND MARGE PICCINI I( IN FEET ) P ! � * L.S. NO. 9344 IMPROVEMENT LOCATION SURVEY No: 9344 i `*+.. ,D. 9344 i CIVIL EN43INEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE 6-3-05 ADDED PROPOSED POOL. CHANGED NAME ,W 77TLE BLOCK. o' - r' .�'f i APPROXIMATE AND ALL UTILITIES MAY NOT BE '•.�POF-�!CEN„�°••����;0' �%�lq=���ENSE�•y�',0 WINDSOR,CtDNNECTK;UT STONE CROSSING ;IN. = I SHOWN. PRIOR TO CONS`VIJI ION, CONTRACTOR •*��'�SS'ONAL � ",,'R ►►'� WILSON M.ALFORD,JR.,P.E.8 L.S. 10-f0-02 ADDED AS-BUILT HOUSE, UTILITIES AND GRADES *'��O /u► LOT 2 - SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 15 STONE CROSSING SOUTH WINDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 -0 FT. DATE: APRI'L 17, 2002 NO TES - 1. AREA OF LOT 2 = 36,778 SQ.FT. = a844 ACRES. 2. ZONE OF SUBJECT PARCEL IS RR". LOT IS MTHIN A SUBDIVISION DEVELOPED AS AN "OPEN SPACE SUBDIVISION': MINIMUM YARD REQUIREMENTS. FRONT = 40 FEET SIDE = 10 FEET REAR = 20 FEET J. BOUNDARY INFORMARON TAKEN FROM PLANS EN71TLED - pfN STONE CROSSING OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, S,oA C „ INC., SUBDIVISION PLAN, EAST SIDE-AWRY STREET, SOUTH W7NDSOR, CONNEC77CUT, SHEET 3, 4, 5 & 6, 70,9 FOFE Flo E 1' SCALE. 1 W,=40 FT., DATE: OCTOBER 31, 2001, REVISION DA7E5 TO 2-20-02, ALFORD ASSOCIATES, S o 70 �E INC., CIVIL ENGINEERS, WINDSOR, CONNEC77CUT' �YlArpSpR 4. APPLICANT- MAP PREPARED BY MANNARNO BUILDERS, INC. ALFORD ASSOCIATES, INC. c% ROBERT MANNARNO 200 PIGEON HILL ROAD 1169 ELLINGTON ROAD P.O. BOX 484 SOUTH WINOSOR, CONNEC77CUT 06074 WINDSOR, CONNE077CUT 06095 iV�3 TEL. it (860) 289-7055 TEL AV(860) 688-7288 • 6 S7" ?p' 1gy48 S 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. �E�QRO 6. NO ZONING N0LA77ONS 141TH RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOViN, Z CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVATION OF EXIS77NG U77LIT7ES PRIOR TO ESTABLISHING FINAL GRADE OF PROPOSED F0077NGS AND FOUNDA770N. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CON7ROL MEASURES FOR STOC11CPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVATION. MIRAFI FABRIC SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. O � ; 8. DURING CONSTRUCTION, MIRAFI FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. o 9. LEGEND - � ��� EXIS77NG CONTOUR �� ^ 2 x 310.0 EXIS77NG SPOT GRADE cp N A) N Gr _ 310 PROPOSED CONTOUR IF--298.5 � N PROPOSED ypUS 3f0.0 PROPOSED SPOT GRADE FL=295.0 4r E GRADE TO DRAIN o SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE v h� W PROPOSED WATER SERVICE 6 FD PROPOSED 670 F0077NG DRAIN UNE 48.3';• � T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET c n E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET 2101'OSEO FM PROPOSED 1 11470 SANITARY SEINER FORCE MAIN pPppp'FD ypUSS (o SN J 6z- * o �� © PROPOSED SANITARY SEINER PUMP 60-6., P REQ , o Eq< vAlb T g / MIRAR FABRIC FENCE - TO BE PLACED PRIOR TO ANY C0NS7RUCTION AND FOOTING D�jNDIRED SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED 36 4' WIDE CONC:7ETE WALK 1U. r'll(ir'VS'L-D IiG'iIJE •- c 1 }p #3 10' WIDE CL&P EASEMENT PROPOSED GARAGE FLOOR = 306.5 40' ; IF=299.0 AND STREET .PEE EASEMENT PROPOSED TOP OF FOUNDA71ON = 307.5 G FL=294.02 / PROPOSED FINISHED FLOOR = 308.5 0 o I FD FL=295.5 APPROXIMATE BASEMENT FLOOR = 299.8 INSTALL CONS7RUCT70N YD #1/ I TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. EN7RANCE PAD 7-F=305.0 PRIOR TO ANY CONSTRUCT70 ( MUM OF 20 FEET - - -- 1-- 33'-'°° ADS °•' LONG) 142.52' CONSTRUCTION ENTRANCE PAD- SEEDING SCHEDULE - ® t.o - - - NOT TO SCALE 1 S 073135 W _-_________- ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH CORNERSTONE DRIVE 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL •305.35 WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. 4. STONE CROSSING FM i o � _. _. . o 0o�0�o 0�o PERMANENT VEGETATIVE COVER: �h --_W�LR MAIN-_ D 2" SAN. FORCE MAIN I �i / C��C+oocf'MJ o,C��, 2 SEEDING DATES. APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 ---------W- '� - --- CB 3 0 3, °uo o Do. OR AT OTHER TIMES, WEATHER PERMITTING -'--- - - - --- -- -- ------ 0.50 11�o�Jo 0 �o�J-o�oaCy'�' ��+ LAVIN AREAS: o°oo°oo duo�o°o II USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: oo�PcPoC� ' R=225.00' CB #2 oPoop o�o��oq�� CREEPIKENTUNG BLUEGRASS 45% /� - �o _ n�Yc 2 CREEPING RED FESCUE 45% L=10.52' TF=299.8 o duo�� o�10 o d� PERENNIAL RYEGRASS 10% DEL7A=02 40'41" FL, W lN= 293.69 0!�°,5o 03. Xo�o APPLY 1-3 LBS./10010 S.F. 0 oO�o o'e o' pL_8c TEMPORARY VEGETATIVE COVER: PLAN 4" MINIMUM CONN. SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 DOT 2" STONE OR AT 0114ER TIMES, WEATHER PERMITTING VV L`i3'��!1 G« � ,/IZi off' u�1 o<�o�d e FILTER FABRIC USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN ENGINEER - �) r WIDTH= 10' MIN. ANNUAL RYEGRASS 100% s i �tv,1 APPLY 1 LB./1000 S.F. ® p NOTES: SECTION 1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS UNDESIRABLE MATERIAL. 20-300b-1 THROUGH 2O--300b-20 OF THE REGULARONS OF CONNEC77CUT 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION VAIICH WILL STATE AGENCIES- "MINIMUM STANDARDS FOR SURV!:YS AND MAPS IN THE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. STATE OF CONNEC77CUT" .AS ENDORSED BY THE COIVNEC77CUT ASSOCIATION THIS WILL ADDITIONAL LENGTH AS CONDITIONS REQUIRE. PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITION OF LAND SURVEYORS, INC.. 1T IS A LIMITED PROPERTY BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND IN7ENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY. GRAPHIC SCALE ,e�o�occtccP�n0000 eee qp o�c CON oioo�o TO MY KNOWLEDGE AND BELIEF, THIS MAP IS N� 40 ° ao so a^° �FI�" o�'°�*aQ ". PREPARED FOR SUBSTANTIALLY CORRECT AS NOTED HEREON. Ll c'."°c °`' ° co° = MANNARINQ BUILDERS, INC. L.S. NO. 9344 ( IN FEET ) ;*?t ; d ;* :*: IMPROVEMENT LOCATION SURVEY % N0. 9344 No. 9344 ` �� ' i r';. �l CIVIL ENG11,1EEnS THE LOCATIONS OF UNDERGROUND UTILITIES ARE a'- o , .��e` IceNSE°•'' ' o°e `� 1! WINDSOR,CONNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE ••oe�'o�--.!oErasE,•G��•ee e •o� q .,, •-k e'e STONE CROSSING .'OoSS/OVAL EA%j%o s�oe�+ S U RNr`,�/ee l :; ® Fu'. ,. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR °1B°°pRAI,�` °°° »" LOT 2 - + r -Z-t-z�1 aK :. WILSON M. ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-44-55 AND HAVE THE UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 15 STONE CROSSING SOUTH WINDSOR, CONtlECTICUT SCALE:: 1 IN. = 40 FT. DATE: APRIL 17, 2002 D:M0205502 P:M00149 FOLDER:MANNARINO FILE:MANNARINO- 02-055 STONE CROSSING SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 15 STONE CROSSING LOT_# 2 Reviewed By eering) MANNARINO BUILDERS INC Date Reviewed CAPPro Denied 1169 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By anning) BP #_28751_ Ph_# (860)289-7055 Date Reviewe (Ap r /Denied Date Submitted 04/26/02 ***** FOR BUIY. tNG PERMIT ***** In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval The minimum requirements shall include Appr ved Denied N/A / 1 Name, address & phone number of owner/applicant 2 Name, address & phone number of plan preparer 3 Zoning Information - i e zone, open space, floodway, street address 4 Plot Plan at 1" = 40' scale a. Subdivision reference, abutting properties, etc b. Easements of record c Lot description, bearings, building lines, distances, area, etc • d. Contours, existing & proposed, 1 or 2 ft / interval where appropriate Y e Building location with dimensions Elevations of proposed finish floor, garage floor & centerline of road at driveway f Elevations of gravity drainage systems, sanitary / & foundation drain at the house and the street g. Tentative utility location (gas, water, / electri,q, septic system, etc ) SM� �ti ✓:cam V h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements (P.E & L.S ) 5 Sedimentation and erosion control 6 Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS J '