Loading...
HomeMy WebLinkAbout52000-Z �O0%%of SOOTyO!° Town of Southold * * P.O. Box 1179 woA,: 53095 Main Rd UN'" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47177 Date: 06/29/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 15105 Oregon Rd CutchoQue, NY 11935 SecBlock/Lot: 73.4-1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/09/2025 Pursuant to which Building Permit No. 52000 and dated: 06/16/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Repairs to existing foundation as applied for. The certificate is issued to: Mansa Real Estate LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: utho ' ed Si ature FSo&, TOWN OF SOUTHOLD BUILDING DEPARTMENT • , TOWN CLERK'S OFFICE �o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52000 Date: 06/16/2025 Permission is hereby granted to: Mansa Real Estate LLC 9 Red Ground Rd Old Westbury, NY 11568 To: Construct repairs to existing foundation wall as applied for. Premises Located at: 15105 Oregon Rd, Cutchogue, NY 11935 SCTM#73.-1-1 Pursuant to application dated 05/09/2025 and approved by the Building Inspector. To expire on 06/16/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $250.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total 350.00 ------------- ---------------- Building Inspector g SObTyO6 TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION 1 [ OUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION-21SID [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] .RENTAL REMARKS: : r1:PJ� J� 0,1101 S�AJ cY &.,- lok DATE INSPECTOR 7 DV AM\ B . G . M . Engineering , LLC Consulting Engineers November 22,2021 To: Southold Building Department 54375 NY-25 2 n Southold,NY 11971 D IS (I M Project: 15105 Oregon Road Cutchogue,NY NOV 2 ,0 2021 BUILDING DEPT Re: Foundation TOWN OF SOUTH&D To whom it may concern BGM Engineering,LLC reviewed the foundation conditions at 15105'Oregon Ave Cutchogue,NY. The purpose of the site visit was to verify the existing on-site conditions match the approved foundation plans. We were able to determine:that the existing conditions do in fact match the approved plans. (See attached photo on additional page.) At this time BGM believes that there are no additional foundation items that need to be addressed. If you have any questions regarding this letter please do not hesitate to contact us. Very truly yours, BGM Engineering,LLC (tioF NEIN y y�P y191.16ApINT o�p� r � n � �O 0816, 5 Ano�sstoNP� Joseph Badinter Accepted by Date 11/22/21 B.G.M. Engineering, LLC, Main office: 24 Canfield Drive, Stamford, CT 06902 NY City office: 2123 45'h Road, Long Island City, NY 11101 Main Office Phone: (203)462-9408 E-mail:jadinter@bgmengineer.com www.bgmengineer.com • •• f I :+ :r • ' • u • • • • • -AMMWAOWMMW� s111 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) - N O FOUNDATION (2ND) � ROUGH F RAM LN G & _ ------- --- -------_._ .-UMBING - - - 1 INSULATION PER N. Y. �- - ------� �- ---- --- __. r S'1'A'1'E ENERGY CODI: FIN AL ADDITIONAL COMMENTS m -o a 0 TOWN OFSOUTHOWD BUILDING.DEPARTMENT E sZ N. Town 1ia11 Annex 54375 Main Road P:0.Box-1-179 Southold,NY 11971-0959 e ., gl Tclrrphonc-(631)7fi5=1802 I�ax.(fi31)765-9502 htlt»tt��w��'.�nuthul�Itu��'�inv. �w.' 'i,Ji �a , Dale.Receiwd APPLICATIONTOR BUILDING.PERMIT , . F.:otRce Use Only PERMIT NO. 0 Buliding Inspector y MAY 9 2025 Applications and forrn3 must be.filled out In their entirety.incomplete _ _ applications will not.b!accepted..Where the Applicant Is not the owner,an RL01ding Department .,:..: Owner's Authorization form(Page 2)shall be completed. 76WII Of SOUth old Date: OWNER(S)OF PROPERTY: -Name: Shahzad Pi rzada SCTMI 1000- `� d/^Q Project Address: 1���Q, /GD Phone 5163430525 EF9i1ibz,adpir24da@gmail.,com Mailing Address: CONTACT PERSON: I 1 `1. _ Name: ��V� C LQ I"' FPO;1J. j_*it u Mailing Address: '� 7 i°SLR!V v r r STE-,3A.,' eJ .'/�. ./� L Z Phone#:631_ �'j f�� �� Emaild sip S�!!`Gfiu/OS : tl•66, DESIGN PROFESSIONAL INFORMATION: Name: gfi'jc/G /7)4- Mailing Address: ,�'!.j Q ,�A�'f- ty } , , s ,. ' Emal n1G ,�Giv.t' /�SSoc, :. Of v J i°.;CONiRACTOR'INF61lMATION.. �✓1 ,y Name:,... Mailing Address: Phone#: Emait• &622tt7,7FVL, S$p DESCRIPTION OF PROPOSED CONSTRUCTION Estimated"Cost:of Pro ect: ONew 5trudiire.OAddition C.]Alteration.❑Repair'ODemolidon 1 . ❑Other $ Will thedot be re-graded? Oyes,ONo Will excess fill be removed from premises? OYes ONo PROPER!*INFORMATION ? a Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Yes ONo IF YES,PROViOE A COPY. ❑C heck 8arA1 t�K R,i+a d[nt: Tlu o�nie►/ceritr�ctw/dels+l pakssfeeut Y respeismM/w�N Qr•kv aM storm weer�s wy o piovleed by t t�'t t7iapter t3i of t&Torf.Code.ApJtrrAT1QN K rtEItEDTMADE to Me fluRd7nt DeptttnrenR for the hnwnce eta Ed1dhK/rnNt pursuant to the Dtdidlns Tons Ordleun a of ttr Ta+m of Southold,Suffolk County,Now Tork'end other applicable tan;ordinances or Regulations,for the mnnnuetien of bwldigm sddltWvk alterations or far nsnwd at demoRtfon as herein dewibed.T.M oppikard ape®to comply mtth all applicable lnav,ot¢Inaftm bulldWj code, hougi*code and M ulathms and to admit tuthorbad a op dare on premiset rd In buildint(s)for netamary kdpectlom False statements made herein an punishable of r Clan A mhdemeanar pun a d to Section 2 WAS of ur Near tort state Pend Last. Appllcation:5ubmitted By(print name): ,(luthorized'ABerit EJOwner Signature of Applicant/ .._, Date: STATE.OF NEW YORK) SS: COUNTY OF -J r-rW-- .. being duly sudvrn,deposes and says`that(s)he is the applicant jName'of individual signing contract)above named;° f boa% (S)he is the Z it� ..�.y. - - .. .. ... _.(Contractor,Agent,.CorporateOfficer,:etc.) .. of said owner or owners,and is duly authorized to.perform or have per formed:the.said workand to make and file this application;that all statements;contained In this appiication:are.true to.the best of his/her knowledge and belief;and that the wbrkwill be peiformed'in;the manners et forth in the application file.therewith. Sworn before.me this .,day of �' 20 ...... Notary o ary Public - DENNIS E.MEJIA HER NDEZ Willy Public-State of New York PROPERTY':O.WNER.AUTHORIZATION No.OIME6437049 Qualified In SuffulkGo (Where theaplsiicant.isnottheownerj --MYCI)IMissbnEXIAMAuguct .202 ' shahzad Pirzada " - 15105 Oregon-road cutchogue i, residintat doherebgauthor /►/Jl�ize a� U6iU toaPPiYon my behalf to the To of Southold Building DeparErnent,for approval as:described Owners Signature Date Shahzad Pirzada. Print Owner's Name 2 0-- SURVEY OF PROPERTY �p✓ SnVATED AT or CUTCHOGUE TOWN OF SOUTHOLD o. SUFFOLK COUNTY, NEW YORK S.C.TAX No. 1000-73-01-01 SCALE 1'=So' sat MARCH 20.2021 �M Bcw 0" J MU AIGA=]Sl,3PpJ1 4 n. eeu ob 6. y 4 t 0. _ ram• — vmu rvfo� \ \ •� x rMa Iv ou9`im�mm ®m�xaa®�nme.u.c� ff. \ \ ,� Z Praam r pw r r om mnro ias \ \ aaor X T.,n, \\ \\ 6H5 cu H/—=. =-71-P.M5'dl b kg pool mWn \ r K(2)W db.I V MpA SIOpI OMIM POOLS \ - \ PROPPI➢C w.r p'oEa Ox111m15�mpr pux�fT Y6:9ar11 nua t! Nathan Tait Corw'u1 N 04�, \' Land Surveyor M�cmr>s-mm .cma-gym 15105 Oregon Road Cutchogue,NY November 22,2016 Page 2 of 3 Photo of existing on-site foundation conditions S.G.M. Engineering, LLC, Main office: 24 Canfield Drive, Stamford, CT 06902 NY City office: 2123 45t" Road, Long Island City, NY 11101 Main Office: (203)452-9408; Fax: (203)452-9105; E-mail:jbadinter@bgmengineer.com www.bgmengineer.com 15105 Oregon Road Cutchogue,NY November 22,2016 Page 3 of 3 Photo of existing on-site foundation conditions B.G.M. Engineering, LLC, Main office: 24 Canfield Drive, Stamford, CT 06902 NY City office: 2123 45'"Road, Long Island City, NY 11101 Main Office: (203)452-9408; Fax: (203)452-9105; E-mail:jbadinter@bgmengineer.com www.bgmengineer.com APPAOVEO AS NOTEO DATE�e.P. wo�t�.OD NOTIFY BUILDING DEPARTMENTAT 631-765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: OCCUPANCY OR . 1. FOUNDATION-TWO REQUIRED FOR PO;JRED CONCRETE 2. �� I - FRAMING &PLUMBING IUSE IS UNLAWFUL 4. FINAL--CONSTRUCTION MUST '� ITHOUT CERTIFICATE BE COMPLETE FOR C.O. �F OCCUPANCY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES Ay"Ll,luIRE AND CONDITIONS OF SOUTHOLD TOWN ZBA ETA�N STORMwAT�R RUNOFF SOUTHOLD TOWN PLANNING BOMD R SOUTHOLD TOWN TRUSTEES PURSUANT 10 CNA�ER 23 .Y.S.DECOF THE low N CODE. OUTHOLDHIV CHD s' ,,,A ,• 2.33 (QTY. 12) HELICAL PILE (TYP.) l . Job tta,m:15185 Qapm RQ Job Noaeer.25n9 Calnict PihA6kDmI1,PE.ENV SP `� Stan Drto:4n]12y5 FauB:pnvyeaY@peaktlrtlamuamamm 2• Add—:151M C Rd - �4 O' CounW.USA S NY C daw 0­�t1BN1 'b y' 4. 1'-4" Typical Cutchogue Sail Profile:COMPRESSION C, Heatel Pae tWmber:, P,oa„rt Haiml Atravalnc-lE 9B � ]t. a]1]no PEAK 1E�5r 14an Aage SOD eayee Dm.nD�acrt ,«,me n . 10.2' HaBi DYme1 f(N) xal:D rn Bu �D.e«naw (dp) Gawa,a,am,a CIVIL ASSOCIATES d to ss a>k s57 608JOHNSBN AVENUE,S?I B6 14 SO 0.71 �] 9.]1. BBHE6xA HEW YORN 11716 C OFFICE 631.25667tl 12 128 ].ta7.11 a, ).x CELL:6314384552 O A a• 18 14.5 4 ".9 5 WWN.PEAKLMlASSOCWTE8.00A7 4 8 ln5 4 121.4 �Se � 1 U�I Harp 5 _ a J GaokdNul Ca (WP) >eX d d < Recona1-1 U Cv Cnl ) 385c 10.2' 20' o w� 0 e a O L) _ d o CONCRETE HELICAL PILE NOTES R 6 A 1LA1W 6 HO tIDA SP1E F0.M1DY LY FIDi NIY 55' .4' FOOTING 1. HELICAL PILE SYSTEM SHALL BE INSTALLED BY CONTRACTOR WHO HAS SATISFIED THE ro�µ I)MIICN-�q 1.5 CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL ASPECTS OF THE mm Wro Of Im M IS NSK xD t OUSICK�w�or 51' a d c FOUNDATION PRODUCT AND THE ASCRIBED INSTALLATION TECHNIQUES. X30MXWA THE 10.2' d' BRACKET 2. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES IN EFFECT AT THE TIME OF INSTALLATION. PROJECT TITLE TE278 BY HELICAL 3. HEUCAL PIERS AS SPECIFIED SHALL CONFORM TO NEW YORK STATE BUILDING CODE RETAINING WALL WITH d 'a4 ANCHORS INC. HELIX AN OFFICIAL EVALUATION REPORT WITH ASSIGNED NUMBER SHALL BE PRESENTED HELICAL PILES PLATES (5) HELICES— UPON REQUEST TO THE OWNER AND/OR THEIR REPRESENTATIVE. u 8", 10", 12", 14", 4. THE HELICAL LEAD SECTIONS AND EXTENSION SECTIONS SHALL BE SOLD STEEL,ROUND PROJECT LOCATION 14" DIA PLATES CORNERED SQUARE SHAFT,OR ROUND STEEL PIPE SHAFT.OR COMPOSITE STEEL AND 15105OREGON ROAD :a a .d GROUT SHAFT CONFIGURED WITH ONE OR MORE HELICAL BEARING PLATES WELDED TO CUTCHOGUE,NY 11935 4 14' MIN. THE SHAFT. EMBEDMENT DEPTH 5. ALL MATERIALS MUST BE CORROSION PROTECTED BY HOT DIP GALVANIZATION. PROJEDTNUMBER 10.2' 6. INSTALLATION UNITS SHALL CONSIST OF A ROTARY TYPE TORQUE MOTOR WITH FORWARD 25023 AND REVERSE CAPABILITIES. 7. INSTALLATION UNITS SHALL BE CAPABLE OF DEVELOPING THE MINIMUM TORQUE AS DRAWINGTITLE REQUIRED. 4 8. INSTALLATION UNITS SHALL BE CAPABLE OF POSITIONING THE HELICAL PIER AT THE DETAILS PROPER INSTALLATION ANGLE THIS ANGLE MAY VARY BETWEEN VERTICAL AND 5 DEGREES DEPENDING UPON APPLICATION AND TYPE OF LOAD TRANSFER DEVICE v - SPECIFIED OR REQUIRED. a 9. INSTALLATION TORQUE SHALL BE MONITORED THROUGHOUT THE INSTALLA PROCESS. SCALE -AS NOTED e ' 4 PROFILE VIEW 10. HEUCAL PIERS SHALL BE INSTALLED TO THE VALUE REQUIRED TO DRAWN BY - R.J.W PROVIDE THE LOAD CAPACITIES SHOWN- 10.2 CHECK BY - P.M a 11. THE APPROPRIATE STEEL NEW CON LDAB BE USED. d .e 12. APPROPRIATE HELICAL PIER SE SID �E SAFETY DATE - 4-16-25 FACTOR. SOIL PARAMETERS N 1�19 �S`. UATION AS PER THE MANUFACTURE S '� REVISED - ORNAMENTAL CMU WALL WITH HELICAL 13. HELICAL PILE INSTALLATION E N SEAT IGN PROFESSIONAL AND SUBM IN T II 2' PILE—SUPPORTED FOUNDATION OF CONCRETE ACTIVITIES., DRAWING NO. SCALE: 1]t=6� 14. PILES MUST BE INSTALLED CbRDI UCTI C901 T33 � 6' PLAN VIEW (V SHEEP 01 GP 02 ���PROFE55���P 14" WIDE BRACKET Tom•pp, T'O.D.SCH.40 u ' 0. I-C7 HOLES TO ACCEPT ,I�p2 ACCEPT I� I-DM BOLTS -'aroA DOLTS „ &; it I I UmNc BOLTS. �0 O CIA.BY 8'LONG _-p W 0'z" ® ¢ O �n PEAK J "~ �I I w I- Of tt m m 0 0 I I4f 19 l�. z I •I a °� CIVIL ASSOCIATES WUPUNG 600JOHNSON AVENUE.SURE B6 !n Q MR S AND BOOFFIC HEW255.6 716 M BOLT OFHCE:631.266.6123 -STAB CELL 631 JM.2652 N I I 'C•� WVAV.PEAKCIVILASSOCVITES.0061 CROSS BOLT - ou FOUNDATION °�91'h-LONG PLAIN EXTENSION ACCEPTS SS176 1-Y,'SHAFTSAND SS61.A• g SCALE:N.T.S. ,s" SIDE VIEW SCALE:N.T.S. .. FOUNDATION BRACKET REAR VIEW FOUNDATION SCALE:N.T.S. D s A VEwmK v rEE ireK YWC muaDK uF BOA IXf FOOTING LEAD SECTION PAX IEA�/KIRK VNNA THE IAESSdI N A DCO® SCALE:N.T.S. PRDIISIDP4 N®mt m ADEN AN Blll a m6 DINCIS T1 AM GY.F AM CW f5 AIERD.TIE NIDA'6 DANESi SNVL All¢m 1lE Dill TES SEAL AD TK 1pCOvl'IpDEO BY p fUl➢Om BY 16 PROJEE AU 11E DUE 6 SWI 0 nt EXTENSION rnRAEx xm Aslmc GFTIEAITA4TOL ANCHOR SHAFT PROJECT TITLE RETAINING WALL WITH BRACKET LOAD RATINGS(SEE NOTE-9) HEllX NU ST BE FORMED BY WTCHING METAL DIE 3.5, HELICAL PILES ANCHOR TYPE MINIMUM ULTIMATE WORKING LOAD (SIDE VIEW OF TRUE HEUM 5' STRENGTH 2.0 SAFETY FACTOR PROJECT LOCATION TE 278 SO,OOD LB 40.000 LB LEAD SECTION 10 tTrCHO 15105 UE,N ROAD CUTCHOGUE,NY11935 TYPICAL INS ALLATION A' "B" "C. "D" PROJECT NUMBER FOUNDATION REPAIR BRACKET �A eN.s 12 14- 25023 O NOTES 1. HOT DIP GALVANIZE PER ASTM A153-(LATEST REVISION). ORAWINGTITLE 2. ASSEMBLED COMPLETE AS SHOWN IN SIDE VIEW. 3. COVERED BY ONE OR MORE OF THE FOLLOTWNG UNITED STATES PATENTS 5,011.336 5.120,163 5.213,448 NOTES: DETAILS 4. DO NOT EXCEED 155 FT-LBS OF TORQUE ON%'DIA LIFTING BOLTS WRING STABILIZING OR LOAD LOCK-OFF. 1. HOT DIP GALVANIZED PER ASTM A153-(LATEST REV.). 5. RECOMMENDED ANCHOR SHAFT CUTOFF LEVEL ABOVE THE BOTTOM OF THE FOOTING IS 10-TO IT-FOR MAXIMUM LIFT DISTANCE. 2. LEAD AND EXTENSION SECTION LENGTHS AND HELIX S. FOR DETAILED INSTALLATION INSTRUCTIONS,READ CHANCE BULLETIN 01-9812 SPACINGS ARE NOMINAL 7. MATERIAL SPECIFICATIONS 3. NOMINAL SPACING BETWEEN HELIX PLATES IS THREE BRACKET BODY:PER ASTM A36 AND ASTIR A570 GRADE 50. TIMES THE DIAMETER(1F THE LOWER HELIX SCALE -AS NOTED T-PIPE TUBE:HOT ROLLED MECHANICAL TUBING PER ASTM A500. 4. PIPE SHAFT MATERIAL' 40 WALL CROONS BOLTS:HEX HEAD BOLT PER SAE J429 GRADE 5. THICKNESS PER ASTM -�. DRAWN BY - R.J.W (BOSS BOLT:HEX HEAD BOLT PER SAE J429 GRADE 5. S. THE CISO-0299 BRACKET HAS A MINIMUM ULTIMATE STRENGTH OF 8°,ODO LES.A FACTOR OF SAFETY OF 2 YIELDS A SAFE WORKING 5. HELX MATERIAL- 8()jy BET, LOAD OF 40.000 LEIS FOR THE BRACKETS ONLY. STRIP,OR PLA A'fb1 CHECIQ:D BY - P.M. 9. THE CAPACITY OF THE UNDERPINNING SYSTEM IS A FUNCTION OF MANY INDIVIDUAL ELEMENTS,INCLUDING THE CAPACITY OF THE MINIMUM V S; FOUNDATION,BRACKET,PILE SHAFT HELICAL PLATE,AND BEARING STRATA,AS WELL AS THE STRENGTH OF TITE FOUNDATION TG 6 ET PER SANG AM t.X " H DATE - 416-25 BRACK CONNECTION AND THE OUAUTY OF PILE INSTALLATION.COLUMN THREE OF THE TABLE SHOWS TYPICAL UNDERPINNING SYSTEM CAPACITIES THAT ARE ACHIEVABLE UNDER NORMAL CONDTTIONS YOUR ACHIEVABLE CAPACITIES COULD BE HIGHER OR LOWER DEPENDING 7. PER FEFEC INDUSTRY ON THE ABOVE FACTORS 7t RECO OR -REVISED - MAOE A W 8. ALL 0 UND W SECTI 5 AWS FOUNDATION REPAIR BRACKET TYPICAL PILE 9• TORO SIR RATI ! DRAINING NO. 10. ULTIM C TY j SI -pJt 49kips O (UNDERPINNING BRACKET) ASSEMBLY BAST, QUE " SCALE:N.T.S. -n \ SHEET 02 OF 02 S \N ��pAOFE �O . IT, SIZE AND REINFORCEMENT SCHEDULE REINF. CONCRETE FOOTING BD ci m BOTTOM REINF. TOP REINF. NOTES: EFOOTING WV11 TH LENGTH DEPTH COMMENTS PARALLEL PARALLEL PARALLEL PARALLEL i. ALL DIMENSIONS AND ELEVATIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND VERIFY IN FIELD. TO LENGTH TO WIDTH TO LENGTH TO WIDTH 1'-0° (2)#5 #5@12" 2. ® DENOTESTYPEOFCONCRETEPIER.SEESCHEDULEFORSIZESANDREINF. ENGINEERING, LLC 3. Fa DENOTES TYPE OF FOOTING.SEE SCHEDULE FOR SIZES AND REINF. 212345TH ROAD,LONG ISLAND CITY,NY 11101 24 CANFIELD DRIVE STAMFORD,CT069W 4. DENOTES TYPE OF CONTINUOUS FOOTING.SEE SCHEDULE FOR SIZES AND REINF. TES 203.4529C08antl646.469.WB5 7-0' CONi 1'-0' (b)IX5 #5 @t2' FC# in 5. ® DENOTES TYPE OF FOUNDATION WALL.SEE SCHEDULE FOR SIZES AND REINFORCEMENT. E-MAIL: fo@bgmengi0eer.com FC4.0 4'o. CONi 1'-0^ (5)#5 #5 @12" fi. DENOTES NEW SHEAR WALL FRAMING.SEE TYPICAL DETAILS SW F2.0 2'-0' 2'-0° V-0- (2)#5 (2)#5 F3.0 T-0' 1'-0" (4)#5 05 @12" 3-{ PL 1'ATTACHED 1 + NTH(4)rO"FI 554 O O GR55 0 9- FM1 SEE PLAN SEE PLAN 1'-0" x5 @t2' #5 @12' #5 @12" #5 @12' — 1 MATERIAL AND REINFORCEMENT SCHEDULE OF CONCRETE FOUNDATION WALL I' --------� CL OF COL CONCRETE WALL REMARKS TYPE LOCATION SIZE&MATERIAL HORIZONTAL REINF SIZE AND SPACING VERTICAL REINF SIZE AND SPACING ; --CL OF COL #5 @ 12"O.C.CONT.(MIDDLE WALL) I �� O SEE PLAN 6'Fr-4.000 PSI (2)#S CONT.@ TOP&BOTT #5 @ IT O.C.(MIDDLE WALL) 511G 45@ 12.O.G.CONT.(MIDDLE WALL) I r--.-.----J---' •L, COLUMN BASE PLATE DETAILS O SEE PLAN 10'Fc-I.OD0 PSI #5 @ IT O.C.(MIDDLE WALL) __ (z)xscoNr.@roP&BOTT I l l s------ =- �I SCALE N.T.S. 95 @ IT O.L.CONT.(MIDDLE WALL) O SEE PLAN 12'Fa4.00D PSI 05 @ 12'O.C.(MIDDLE WALL) (2)#5 CONT.@TOP&BOTT I I I I I. I I I I I I FOR COLUMN. ANCHOR BOLT 8 MATERIAL AND REINFORCEMENT SCHEDULE OF CONCRETE PIER ANDCOLUMN BASEPLATESIZE, SEE COLUMN SCHEDULE I I STIFFENER CONCRETE PER LOCATION SIZE&MATERIAL HORIZONTAL REINF SIZE AND SPACING VERTICAL REINF SIZE AND SPACING REMARKS I I. I 1 TYPE I I I O I' I FO-10 HARDENED NUT #3@ITO.C.STIRR I'I I ----------J I Al PLATE PLATE WASHER CP7 SEE PLAN 10"x10'Fc--4.000 PSI (4)#5 CONT. I I I r Fcxo 1 I ONLY tv PROJECT: (3)R3 @3'O.L.STRRAT TOP I I I. I WASHERS LATF IX9@17 O.C_STIRR I I I I I FOOTING,PIER, Cpy SEE PLAN 10"x12"Fc�.000 PSI (4)#5 CONT. I© I FOUNDATION MAT I• / /'TJq� (3)93 @ 3"O.C.STIRR AT TOP I I I I N io I OR FOUNDATION MATERIAL AND REINFORCEMENT SCHEDULE OF CONCRETE BEAM I'I o, .I WALL I'I I.i w» I I CONCRETE BEA WIDTH DEPTH LONG REINFORCEMENT ERTIAL REINF SIZE ANO SPACING MERK I- I ' TYPE ¢¢ I I 5 z w I d#5 TGP8 #580TT I I I 00 15105 O \EGOW5) IX3@to'o.c srlRRupsc (1)#5@BACH SIDE I I I I coc2m I I >o TYPICAL COLUMN BEARING DETAIL a ROAD SCALE:N.TS. CUfCHOGUE NY Fo-tot r`oa�o-`�� \ \ I I I'I I•I L---------------------------------- \\�\ r------------------I i I GiD DATE ISSUEIREVISION BY \J.'\ / /to \' \ \\ I' I I-I I L-► ; 09r2l21 PERMIT JB 2 OeI2121 REVISION JB \\ \ \ I �I'REINFORCEDCONCRETES LAB HSS6x6 OVER VAPOR BARRIER OVER 6" LAYER OF GRANULAR FILL CONC.SLAB EL-Z-0^ I L-----------------J ooO ---0 -------- - \ H1166 \;,\\ `�\`\ 2 r—.-------------.—.---------- Fo-m1 I r--------------------- ---� f-g r----- I DRAWING TITLE: 5"REINFORCED CONCRETE SLAB I L OVER VAPOR BARRIER OVER 6" L_' \• \ �// // \' \ \\ I:I LAYER OF GRANULAR FILL CONC.SLAD EL 0'-V 2'6 \ \ / / \ \ \\ I I Q Q Q I I •:I I =c 4_ FOUNDATION P L PLAN O b9P \ \' \\`\ ��O•p�'yP�FO \ `\\`\ L �VREINFORCEDCON CRETE SLAB \ \ "G�y0OVER VAPOR BARR 2 `\ \`\\ I LAYER OF GRANULAR FILLER 6' 3•,6 "'' K ' \ \ > p •p0� \ ; \ .\ CONC.SLAB EL.0`0" SEAL AND SIGNATURE DATE: 06102121 O � _ PROJECT Na:BGM 21-087 5"REINFORCED CONCRETE SLAB \ \/ / ��� �_ OVER VAPOR BARRIER OVER 6° I' � tyOF NEIyYO DRAWING BY: IK LAYER OFGRA 0'-0"ULARFILL I S�PgPHabNJ'RT- 4 —____—_ —�CONC.SLAB EL O'-0' ``q I *, I CHK BY. AK FO-1 00.00 1 FOUNDATION PLAN R06610�P / FO-101 FO-101 FO-100 SCALE:1/e,-1'-00' /i -7—, 2 of 4 DOB JOB#