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HomeMy WebLinkAbout47452-Z IY2r"- �o�g�FFOL Town of Southold 9/15/2022 0 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43410 Date: 9/15/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 135 Dogwood Lane Ext.,East Marion SCTM#: 473889 See/Block/Lot: 37.-1-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/13/2022 pursuant to which Building Permit No. 47452 dated 2/14/2022 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: alterations and additions, including deck with pergola to existing single family dwelling as applied for The certificate is issued to Matzen,Lawrence of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47452 8/29/2022 PLUMBERS CERTIFICATION DATED 7/11/2022 TINSpooner 41 t oriz ignature �o�sufFoaK�o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT co x TOWN CLERK'S OFFICE "oy • �� 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#: 47452 Date: 2/14/2022 Permission is hereby granted to: Matzen, Lawrence 601 Gulf Dr N #105A Bradenton Beach, FL 34217 To: Construct additions and alterations to existing single family dwelling as applied for. r At premises located at: 135 Dogwood Lane Ext., East Marion SCTM # 473889 Sec/Block/Lot# 37.-1-10 Pursuant to application dated 1/13/2022 and approved by the Building Inspector. To expire on 8/16/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $312.40 CO-ALTERATION TO DWELLING $50.00 Total: $362.40 Building Inspector pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 ell, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lawrence Matzen Address: 135 Dogwood Lane Ext city:East Marion st: NY zip: 11939 Building Permit#: 47452 Section: 37 Block: 1 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ridge Hampton Electric License No: 31660ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 31 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph Hot Water Elec. GFCI Recpt 4 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 2$ CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 4 Combo Smoke/CO 3 Transformer UC Lights 2Q' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2Q 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Hood, HW 250x3 Breakers, W/D Notes: Whole House Renovation Inspector Signature: Date: August 29, 2022 S.Devlin-Cert Electrical Compliance Form O%qf SO!/ Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �� Southold,NY 11971-0959 Ogg, c�UN1'I;N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERITIFICATION Date: 1l Building Permit No. Owner: , "2RA'W ✓� �� �TG`� (Please pr nt) • Plumber: ��f�D"19AAC - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20� Notary Public, �A� County °°° r� .••RY,;••.,6C''� O:'� ` jgNO.DIFOO241 comm. 1 c i N� My ao.za 4�JS ",,p,®F NEIN ```` ���(�1/' ,`oy�00F SOUTyolo / # f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT Z3FOUNDATIONT 1ST [ ROUGH PLBG. ZFO ] INSULATION/CAULKING [ RA_ STRAPPING [ ] FINAL [ ] FIREPLACE -&- CHIMNEY f ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S I'S ► 14. fit.. vu J ►-S �J 0� DATE INSPECTOR oe snulyo� L4 —7 —I SZ 13 S T)o Ct`1/voo D # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION Q ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v a DATE 5/2- 22 INSPECTOR r �l OF SOOTyolo -- TOWN OF SOUTHOLD BUILDING DEPT. COUem, 631-765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ 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: VA- apr�l Ctf pL i DATE INSPECTOR %4f so * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: l y 141,/ C, 610 DATE INSPECTOR pF SOUTy�Io I -7952- I wo>5 � W&oid to * # TOWN OF SOUTHOLD BUILDINGVEPT. °`�cou631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 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: -rle ���lam DATE 22 INSPECTOR FIELll sI'ET 0 IN CTIaIY�`REP���RT�� � 1YT11�ENxS . FOUNDATION::(IST).: ------------- ---------------- s, FOUNDATION'(2NA). - - U, G/1 �r :s r:. s' ROUGH.F RAMING:&` .. a t� PLUIVIBRVG H kY : • V ,f 's O l , C) INSULATI ON pR:N: TAT E' STATE. GY•CbT1E` rp FINAL s ' •O�. !`'/=r;,. Oxy:?,�.�- .' � �• .1.=; O ueblG r — (�f; : M✓� V O ...... ..... .t.. il•J ..�. SUFE°�c TOWN OF SOUTHOLD—BUILDING DEPARTMENT 25: Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy�o as Telephone(631) 765-1802 Fax(631) 765-9502 haps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT [� ( L For Office Use Only PERMIT NO. / �7 Building Inspector: fm r Applications:and;fo[ms�mtist be filled..out_in'thei,r entirety;<Incomplete.,_'`_:..-v;;''_` Ip 3 �02� applications will-not`be accepted. Where the'Applicanf is not the:owner,an JAN _Owher's'AdthOrkkion form_'(Page 2)shall be completed:;:.. r. UIL[aiNG DEPT. SOUTHOLD o AWN Date:12/3/2021 s ,O E S)-OF,PROPERTY:'°WN ER - Name:Jennifer and Anthony Fernandes SCTM#1000-Section:37 Block:1 Lot(S).-10 _ Project Address:135 Dogwood Lane Extension, East Marion, N.Y. 11939 Phone#:516 967 5702 Email:jspoons@hotmail.com Mailing Address:81 SandyHollow road, Port Washington, N�Y. 11030 CONTACT.PE SO , Name:William Spooner, Jr Mailing Address:P.O. Box 51, Mattituck,_N.Y. 11952 Phone#:516 658 5302 _ Email:_wspClone rj _@ clou_d.com .:n...: O�M'ATIDESIGN'P-RO:F,ESSIONAL.INFON_-:� Vis:.• �.*:,. , Name:Dilandroandrews Engineering PLLC Mailing Address:158 County__Road 39, Southampton, N.Y. 11968 Phone#:631 259 3959 Email:megan@dIlandroandrews.com O INFORMATION: ' 'CONTRACT R Name:Cavatini Builders Mailing Address:P.O. Box 51,_Mattituck N.Y. 11952 Phone#:516 658 5302 Email:wspoonerjr@icloud.com DESCRIPTION OP PROPOSED:CONSTRUCTION ❑New Structure Addition ZAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $/So, o0, Will the lot be re-graded? ❑Yes �No Will excess fill be removed from premises? Oyes ❑No 1 i� n 2", - :PROPERTY INFORMATION'': Existing use of property: <- jeIntended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to /� Eta D fw Tj,o Z this property? ❑Yes No IF YES, PROVIDE A COPY. [�Check Box`After'Reading: The owner/contractor%design professional is responsiblefor all drainage and storm water issues as provide Chapter.236 of the`Town Code. APPLICATION IS HEREBY.MADE to the Building Department,for the issuance of.a Building Permit pursuant to the'Bullding zone,a Ordinance'of the-Town of Southold,Suffolk,County,'New York and other applicable Laws,Ordinances or Regulations,.for the construction of buildings, additions;alterations or for removal or demolition as herein described.The,applicant agrees,to comply with all applicable laws,:ordinances,building code;,,_ housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are. punishable as a Class A'misdenieanor pursuant to Section 210.45 of the New York State Penal Law., Application Submitted By(print name): T/ lAuthorized Agent Downer Signature of Applicant: �- Date:/�� a oa,/ STATE OF NEW YORK) SS: CO U NTY O F '&PRA V ) \!V 1 �� 1MC�LS(1•e being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor Agent orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 3aLj Q If 20 " otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2_QA, residing at SWY APIIO&) Ah 00MI— 4k,11W6-1SI� /✓ do hereby authorize /��4�'/ fJd��/� ��� to apply on my behal the Town of Id Building Department for approval as described herein. qdjer's Signature Date Print Owner's Name 2 uFFOL. BUILDING DEPARTMENT- Electrical Inspector �� ��1I nn I� TOWN OF SOUTHOLD N : tI v I� wn Hall Annex- 54375 Main Road - PO Box 1179 o 6 17 2022Southold, New York 11971-0959 tephone (631) 765-1802 - FAX (631) 765-9502 �l- BuIi_DINc oEPiAQerrCa)-southoldtownny.4ov - seandCa)southoldtownny.gov TOWN OF souTH6[ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Electrician's Name: ,� Al , A) License No.: 3 /j d M Elec. email: S Iffl AoZ, co Elec. Phone No:G,� SSS 7'/Ss ❑I request an email copy of Certificate of Compliance' Elec. Address.: ao g SE8 OAI& Ro,44 N // g6if JOB SITE INFORMATION (All Information Required) Name: �T��.�/F 2,tlwm CS Address: 11A)6 Cross Street: z � , Phone No.: Sl �Sa S oZ Bldg.Permit#: email: S ��E ✓' ® GGoUJ7 C�12� Tax Map District: 1000 Section: 37 Block: Lot: lo BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 019 o ,4,04)0 Square Footage: 00 Circle All That Apply: Is job ready for inspection?-, ❑ YESNO F-1Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 4NO Issued On Temp Information: (All information required) Service Size❑1 PhF]3 Ph Size: A #Meters Old Meter# ❑New Service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 D2 H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION ` i �I BUILDING DEPARTMENT- Electrical Inspector Il n,7 F TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road PO Box 1179 C= F . Southold,,,New York 1 1 971-0959 4A' Lt.eIephone (631) 765-1802 - FAX (631) 765-9502 BU Z-1 ILDiNG"DEPT rrCcDsoutholdtownny.gov - seand(�Dsoutholdtownny.qoy TOWN OF SOUTH&LoXe APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: OdL Company Name: AP14661Vi91nA-r610 Electrician's Name: XAAl �%V/ License No.: 3 144 6 /4� Elec. email: M gZZ Elec. Phone hone Nb:4i, email copy of Certificate -]I request an of Compliance Elec. Address.: cZ6 9 YF8 0A)l,)c RoX-4 S-oaT41fli101?IJ /v -/9 JOB SITE INFORMATION (All Information Required) N a m e: It.11,vO 6:5- Address: /11U6 Cross Street: Phone No.: Bldg.Permit LI-7 email: Tax Map District: 1060 Section: 91 Block: Lot: /o BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): -� —,v Square Footage: =0 Circle All That Apply: Is job ready for inspection?- ❑ YESNO 7 Rough In ❑ Final Do you need a Temp Certificate?: F❑I YES NO Issued On Temp Information: (All information required) Service SizeF-11 PhFJ3 Ph Size: A # Meters Old Meter# FjNew ServiceEj Fire Reconnect[]Flood Reconnect[:]Service Reconnect E]Underground E]Overhead # Underground Laterals[]1 []2 E] H Frame [:] Pole Work done on Service? Y _ON Additional Information: PAYMENT DUE WITH APPLICATION E PERMIT tt Address: Switches Outlets GFI's 1 f I Surface Sconces H H's UC Lts Fridge Fans( I THW�. I Exhaust Oven / W/D (/V Smokes 1 f DW Mifii I I1� Carbon Micro , Generator Combo 0 Cooktop Transfer J AC AH Hood Service Amps Have Used Special: Comments S.C.T.M. NO. DISTRICT: 1000 SECTION: 37 BLOCK: 1 LOT(S): 10 \ P/ 0 LOT 83 FC 2.O'E (p• PIPE -Z 0.7'W �� O LOT 8 3 o P/ 0. 1 's G� PIPf PORTION TO BE REMOVED ��� PROPOSED 0.7 W POOL WASTE WATER PIPE DRY ,WELL 0.3'W 4 REVISE SHED 0.7 N 4 Oxo DEEP _ LOT 8 Y TO 96 S.F. - - ,l ROOF OVERd' __Q�Q���L- PIPE FC OUTDOOR OUTDOOR 5 0, SHOWER - - - - 0. 1 ,S 6'x3.9' 6,, (0-10.3 W EXISTING ROOF OVER BILCO WOOD DECK TO BE REMOVED \ PORTION OF EXISITNG DECK T BE REMOVED LP OAS o- (p0 PROPOSED OPEN PERGOLA STYLE ROOF F moo, i O O� X'4) GUY- /n ( /` (] ! ,(� \ - ��°° i��\° � O - U.P. 0Dc TK. L P'/ PROPOSED ADDITION 5'x 1 1.8' LOT COVERAGE �• EXISTING GRAVEL DRIVEWAY 20% MAX COVERAGE: 1545 S.F. ® ��,N /' �/ ����' TO BE REMOVED STK. DWELLING: 871 S.F. / PROPOSED ADDITION: 59 S.F. / 1 .0'S PROPOSED REVISED FRONT DECK: 216 S.F. C§) DRIVEWAY PROPOSED POOL: 288 S.F. PIPE SHED: 96 S.F. OUTDOOR SHOWER: N/A �ur, ON GRADE CONC. PATIO: N/A z TOTAL: 1530 S.F. or 19.8% Lz tj Ec z • - REVISED 02-08-22 ADD COVERAGE 02-03-22 REVISED 12-06-21 ADD PROPOSED POOL 11 - 12-21 THE WATER SUPPLY, WELLS, DR YWEL L S AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 7723 S Q. FT. or 0. 18 ACRES ELEVATION DATUM: _________________________ UNAUTHORIZED AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLA TION OF SECTION 7209 OF THE NEW YORK STA TE EDUCA TION LA W. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 97 FNEwCERTIFIED TO: ANTHONY FERNANDES; MAP OF: GARDINERS BAY ESTATES SEC. 2 A, wow 0 JENNIFER FERNANDES; FILED: SEPT. 23, 1927 No. 275 ��� y CITIZENS BANK, N.A., ISAOA—ATIMA; t'j G FIRST METROPOLITAN ABSTRACT CORP; SITUATED AT: EAST MARION r- Y �' o' OLD REPUBLIC TITLE INSURANCE COMPANY; - O TOWN oF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �s 050882 �J Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 221 - 160 SCALE: 1 "=20' DATE: AUG. 19, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N. YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 37 BLOCK: 1 LOT(S): 10 J„ U �D p,0 LOT 83 FC 2.0'E 0 W0 LOT 83 o p� OXS a� F, pip PROPOSED 0.7 W POOL WASTE WATER PIPE 0x4 DEE _-- 0.3'Wu, LOT 84 0.7'74 4 ROOF OVER O'� __Q�QOy�_= PIPE v OUTDOOR :: 411 :.. ______—_� FC __— �0SHOWER 0.3'W y EXISITNG ROOF OVER 6'x3.9' — _— WOOD DECK TO BE 6'' ' REPLACED WITH OPEN BILCO PERGOLA STYLE ROOF :::::::::. � LP GAS 6� .......... . GF' .: � •:•:•:•:•:•:•:•:•:•::::.. J �. °................. GUY i L.P. ��0 U.P. ��7— G• 0 Nc // �,0 L.P PROPOSED ADDITION A .. ji. 5'x 11.8' - � s ��� EXISTING GRAVEL DRIVEWAY r0 BE REMOVED /STK. 1.0'S PROPOSED ` PIPE ,` DRIVEWAY 0 � s z� REVISED 12-06-21 ADD PROPOSED POOL 11-12-21 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVARONS AND OR DATA OBTAINED FROM OTHERS AREA: 7723 SQ.FT. or 0.18 ACRES ELEVA77ON DATUM: UNAUTHORIZED AL7ERA77ON OR ADD177ON TO 774IS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING 1NS77TU77ON, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 97 CERTIFIED TO: ANTHONY FERNANDES; MAP OR GARDINERS BAY ESTATES SEC. 2 JENNIFER FERNANDES; FILED:SEPT. 23, 1927 No. 275 CITIZENS BANK, N.A., ISAOA-ATIMA; FIRST METROPOLITAN ABSTRACT CORP; SITUATED AT: EAST MARION OLD REPUBLIC TITLE INSURANCE COMPANY, TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 „ PHONE (831)298-1588 FAX (631) 298-1588 FILE # 221-160 SCALE: 1 =20 DATE:AUG. 19, 2021 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. woychuk NYSI F New York State insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 a A A A A A A 342025241Mf ENZO CAVATINI ENTERPRISES, LLC ' DBA CAVATINI BUILDERS 1 POBOX51 MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 135 DOGWOOD LANE EXT ENZO CAVATINI ENTERPRISES, LLC TOWN OF SOUTHOLD BUILDING DEPT DBA CAVATINI BUILDERS TOWN HALL ANNEX BUILDING P O BOX 51 54375 ROUTE 25, P.O. BOX 1179 MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12474387-4 224846 05/25/2021 TO 05/25/2022 12/7/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2474 387-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SUR A NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:574052156 U-26.3 GS903220 ,, IP DATE(MM/DDNYYY) ACOORLY V CERTIFICATE OF LIABILITY INSURANCE 04/19/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Kim Swann W.N. Tuscano Agency Inc. V.,N Ext: 631-477-1680 ac N.§31-477-8930 PO Box 1027, 950 Highland Ave. ADDRESS: kim mcmann rice.com GREENS BURG PA 15 6 O 1 INSURER(S)AFFORDING COVERAGE NAIC 9 INSURERA:Underwriter's at Lloyds 1123000 INSURED INSURER B: Enzo Cavatini Enterprises LLC dba INSURER C: Cavatini Builders 360 Sebastion Code Road INSURER D: MATTITUCK NY 11952 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE 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 MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSIR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD MMfDD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE To REN CLAIMS-MADE FIOCCUR PREMISES Ea o0 D nce $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY E JECT F7LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ ER OTH- $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y N STATUTE ER ANYPROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? ❑ NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ Ifyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Professional Liability ANE479065121 04/16/202 04/16/202 1,000,000 Per Claim 1,000,000 Aggrega e DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Architects, Engineers, and Construction Managers Professional Liability Coverage CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1 179 AUTHORIZED REPRESENTA Southold,NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD AfChl[AXIB/IocAB J[`L1 RE-LACE ALL 5T FLGOQ LLMCOUY WITH NEW EGRE55 WINDOWS slG,rtedurel dniting 8 tleBgn (5EE Y-4EDULa 5HT AIDS) - ----, ---- 0 FiBlIll OM 1 BEDROOM 22 O O rtnov=_-xSnnlc - BATHROOM eWI MOW AND FRAME TO MATCH RENOVATE 3]TH EXISTING PAQTITION O D TW/ASW FIXT11RE5. /�, WALL LES.dN7 0.008 (� CL. `✓ -O5ET REMOVE EXISTING BWLD NEW�TdIQS C GL. OODL STO HEARTH, �J O AND BRICK BACKING. cE o EXSET' I' f - E KITCHEN CABINETS. I i BATH \ RE-FRAME NEW STAIQS - I ANO BDQI'T 2 CLOSET AND DISCARD dFFLIdNCES. - 1 C Jl --' SII ' --- ° `[ N V 01 __--_._-__. -•. 4 o' r - I REMOVE EXSTING DOOR i U.i REPLACE WITH NEU 5FT W NEW KITCHEN KITCHEN I I FRENC4 DOOR CABINET5 I rl I ; I (5EE SCHEDULE 5HT AL08) APPLIANCES C O O W N O u UoouUi 19,12,9 sf: Q a°5 c Ln _ j \ i \ _ l II - Z m m Ln p Ln a REMOVE EXST'G N TO�GI-1 XI'T"'r ANDOFRAME VE 5TO MATCHTING NDOW PARTITION WALL _ --_ fzemo XIST'G T EXSTMG PARTITIONAFZ WALL I I WALL �I UVINCT ROOM I -.. II LIVING p u v00c � E 0 --------— W v' m v +MAMID FdR�T1oN V f V C' A-A O(L0u aC CA MOVE HT ,-1 SEXISTING DECK PGSmE EXSTMGoOSTS RAILC{ E STING XED WINDOW — J W. ---------- ----------------- -- ----------' LU XIz DEMO ESTING ---_-------_ ~O POST5[RA'UNGS Z N AND RECONFIGURE DECK Z O W NEW POST5 FOR E C NEW PEQGOLA� m Ell' ..p ABOVE DECK U 11-9 I/4' Q ra Q a`O O W r[N OW C roJ 0 } >. m o m EXISTING Ist FLOOR PLAN RENOVATED 15t FLOOR PLAN 3 Z Y OO Q W U In V O tL ri II MENln� DEMOLISHED OR REMOVED -T RENOVATED OR NEW Os SMOKE DETEOTOR Oc CARBON MONOXIDE DETECTOR Alm02 t !, LI5T OP DR,41WIN aS �<L'r:1�1..1�',.1;Srt.r..rr.nr^°'�...a�JJiap,�.;i��l+�!••• �`f ,:..::' 77 tt< k: • _."' '=�:5^ 77 }.'; ,sr 5�• j r i,, ,�,r�, f� • 'r rr".'_,• A 1.00 TITLE Lp SHEET 141.01 aENE:RAL NOTES • ,41.02 RR5T FLOOR �rchitexts l locascii `< 141.03 SECOND PLOOR11 _ architectural drafting & design ,41.0.4 FRONT/REAR ELEVATIONS ...............-1 . ............. . ........I . ........... A1.0E7, RICaHVLEPT ELEVATIONS ....................... . . .. 141.0ro PERSPECTIVE VIEW5 141.0-1 POUNDATION/SITE PLAN ............. ... ................................... ....................... . .................... ..................... . .......... ............... 141.08 <1TCHEN ELEVATIONS/SCHEDULES OF New1' N 0 _4 4F 720� � °FES S10NP 'LLL ,, ,ori_ ... . ...,. ... 4-; Cn C 0 :-, V C 4J E � O ■/■ C V ``` � li■ U 0 i N O v O \ o oLn . 'Q O O L M to (1) Ln L ~ F .o 0 Z (0fuT-io Lna O o 00 O O : "_. o >,o E ru 0 LL- O U a- C .. Ilk nN UJI _ c �\ .,. ..,.. _ , APPROVED AS NOTED DATE: B.P.$ `7 `-�SoZ z O OCCUPANCY OR ~ N ' -" FE D BY: Z di USE IS UNLAWFUL NOTIFY BUILDING DEPARTMENT AT •O W ! — ;65-1802 8 AM TO 4 PM FOR THE � ,-� 1�1ITHOUT CERTIFICATE FOLLOWING INSPECTIONS: N ■■ O 1. FOUNDATION - TWO _U M REQUIRED > _ �� '�� . ;• ;: "; ;._ 0'- OCCUPANCY FOR POURED CONCRETE V qEj m 2. ROUGH - FRAMING & PLUMBING O N Q � fro. 3. INSULATION r-4nN 4. FINAL - CONSTRUCTION MUST w � o BE COMPLETE FOR C.O. CU ALL CONSTRUCTION SHALL MEET THE C: ■■ TRUSS PLACARDING REQUIRED REQUIREMENTS OF THE CODES OF NEW ,. YORK STATE. NOT RESPONSIBLE FOR J m DESIGN OR CONSTRUCTION ERIRORS. m rET�,��,1 sTClrrA waTCPUI�►oEF PUPSU"A T TO CIFIAPTER 2 6 °o Z W Or THE TOVM CODE. he V CONIPL`f WITH ALL CODES OF 0 W w All exterior lighting ,- Installed,replaced or NSW YORK S AND CONDITIONS OF Ln in LL V '} repaired shall conform AS REQUIR D A ,M—� to Chapter 172 SOUTHOLD TOWN LBIA of the Town Code SOU7HOLb TOM PLANNING END p 12/18/2021 - FOR PERr"11T DEC C1.ECiRaG^+ < o2w o o6 Lane, w a5■t, ario�n11939 .. JAN 13 70�7 BUIL D'NO DEPT. MWOF s(.,)u mOLD 673=NERAL NOTES SMOKE DETECTOR NOTES 1. THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING DETAILED, TRADE BY TRADE, SCHEDULE OF THE COMPLETE PROJECT INDICATING A COMPLETION. 1. SMOKE ALARMS, AND CARBON MONOXIDE ALARMS, THROUGHOUT DWELLING, SHALL BE INSTALLED AS PER SECTION 2.54 - 2015 ►` 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL RELD CONDITION AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD VERIFYING QUALITY OF WORIK. IRC APPENDIX "J" OF THE 2020 NrmW YORK STATE UNIFORM CODE SUPPLEMENT. f( NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. 2. DETECTORS SHALL BE WITHER IONIZATION CHAMBER OR PHOTO ELECTRIC TYPE AND TO COMPLY WITH SECTION 2.54 - 2018 IRC '''' `' ' ' 1'°'' '` `;. p *,+j�J • 'A}`'` 3. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK STATE RESIDENTIAL CODE, AND THE NEW YORK ENERGY APPENDIX "J" OF THE 2020 NEW YORK STATE UNIFORM CODE SUPPLEMENT. CONSERVATION CODE. 3. UNITS TO BE HARD WIRED WITH INSTALLATION TO COMPLY WITH SECTION 2.54 - 2015 IRC APPENDIX "J" OF THE 2020 NEW 4. DIMENSION ;:*URES SHALL ALWAYS BE TAKEN IN PREFERENCE TO SCALING OF DRAWINGS, ALL DIMEM51ON5 AND CONDITIONS MUST BE RELD VERIFIED YORK STATE UNIFORM CODE SUPPLEMENT. BEFORE ORDERING MATERIALS. 4. UNITS TO BE APPROVED BY BOARD OF STANDARDS AND APPEALS, ACCEPTED PURSUANT TO RULES AND REGULATE ONS 5. ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. PROMULGATED BY THE COMMISSIONER OR LISTED BY AN ACCEPTABLE TESTING LABORATORY SUCH AS (A) UNDERWRITERS archilextr. ! Iocasc?l°i� (o. ALL ELEGTRIISAL UJORKS HALL BE UNDERWRITER'S APPROVED AND COMPLY WITH ALL STATE AND LOCAL CODES. LABS, NORTHBROOK, ILLINOIS. MEA LAB #1-ro9-L; (B) CANADIAN STANDARD ASSOC., ONTARIO, CANADA. MEA LAB #881-SCL. architectural drafting & design 7. CONTRACTOR TO VERIFY ALL WORK WITH MECHANICAL AND ELECTRICAL CONTRACTORS TO COORDINATE LOCATION OF SLEEVES, PIPING,DUCTS, 5. POWER SUPPLY TO BE DIRECT FROM BUILDING WIRING WITHOUT SWITCHES IN CIRCUIT SO THAT UNITS IN CONTINUOUS OPERATION. CONDUIT AMID ELECTRICAL OUTLETS. ro. UNITS SHALL BE INSTALLED IN AREAS DESIGNATED ON PLANS THEY SHALL BE LOCATED ON OR NEAR THE CEILINGS AND WITH 8. CAULK AND SEAM ALL JOINTS PROVIDING A P051TIVE BARRIER AGAINST THE PASSAGE OF AIR AND MOISTURE. IN 15'-0" OF ANY ROOMS USED FOR SLEEPfNG PURPOSES: FOR DWELLING UNITS WITH MULTIPLE LEVELS. WHEN ANY LEVEL HAS ONLY ONE MEANS OF EGRESS, UNITS SHALL SE PROVIDED ON ALL LEVELS. 9. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY OWNER, BUILDING MANAGEMENT AND _1. CEILING MOUNT - CLOSEST EDGE OF UNIT SHALL BE MIN. 4" FROM ANY WALL. (B) WALL MOUNT - CLOSEST EDGE OF UNIT GOVERNMENT AGENCIES HAVING JURISDICTION AS WELL AS STATUTORY REQUIREMENTS FOR DISABILITY BY JOB CONDITIONS AND/OR OWNER'S SHALL BE A MIN. OF 4" AND A MAX OF 12" FROM CEILING. REQUIREMENTS. INSURANCE SHALL PROTECT OWNER, ARCHITECT, AND ANY OTHERS FRO LIABILITY DUE TO CONTRACTOR'S NEGLIGENCE. CERTIFICATES OF INSURANCES SHALL BE SENT TO OWNER AND DEPARTMENT OF BUILDfNG PERMIT PRIOR TO COMMENCEMENT OF ANY WORK. °• ... A. 10. ALL CONTRACTORS SHALL CHECK CONDITIONS AND TEXT ALL ELEMENTS UNDER THEIR JURISDICTION WITHIN WORK AREA. ANY ITEMS FOUND CARBON MONOXIDE NOTES ��oF New INCONSISTENT, FAULTY OR DAMAGED DUE TO DEMOLITION OR ACCIDENT SHALL BE REPAIRER, PATCHED OR REPLACED AT DISCRETION OF ARCHITECT �P NSNRY rp AND AT CONTRACTORS EXPENSE. I. HARDWOOD CARBON MONOXIDE DETECTORS SHALL COMPLY WITH SECTION 2.5.4 - 2018 IRC APPENDIX "J" OF THE 2020 11. CONTRACTOR fS TO PROVIDE PROPER PROTECTION OF EXISTING AREA AND NEW WORK AND WHERE INADEQUATE PROTECTION IS PROVIDED. THE NEW YORK STATE UNIFORM CODE SUPPLEMENT. r m CONTRACTOR fS TO REFURNISH SURFACES AT HIS OWN EXPENSE. 2. SHALL BE PROVIDED IN EVERY DWELLING UNIT WITHIN 15 FEET OF THE PRIMARY ENTRANCE TO EACH BEDROOM, AND 12. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OR DEBRIS PRODUCED AS A RESULT OF ALL WORK BY SUBCONTRACTORS OR THEIR OWN ALSO IN MECHANICAL ROOMS OVER 5 SQUARE FEET IN GROSS FLOOR AREA. °fl Fp �s7201 INSTALLATIONS SHALL LEAVE AREAS BROOM GLEAN AFTER COMPLETION OF WORK. R�FES SIONP� 13. ALL UNSATISFACTORY WORK SHALL BE REMOVED AND RE-EXECUTED AT NO COST TO THE OWNER OR ARCHITECT. 14. ALL CHANGES WHICH RESULT IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION BY OWNER. EXTRA PROPOSALS SHALL BE STRUCTURAL NOTES SUBMITTED T'O OUJNER FOR APPROVAL. . .,, .. .... , ...,,..,... _. . ., ., .,,.: . .,. 15. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO FULLY GUARANTEE THEIR UJORK AND ALL MATERIALS FOR A MIM. i YEAR STARTING FROM THE !. ALL STRUCTURAL UJORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NEW YORK STATE BUILDING COMPLETION OF THE JOB AND ACCEPTANCE OF THE COMPLETED PROJECT CODE AND WITH ALL RULES AND REGULATIONS WITH ALL AGENCIES HAVING JURISDICTION. fro. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE 2. SOIL BEARING VALUE IS ASSUMED TO BE TWO (2) TONS PER S.F. SUBJECT TO FIELD VERIFICATION, SOIL SHALL BE 0 BREAKAGE. COLLAPSE, DISTORTION AND M15ALIGNMENT ACCORDING TO APPLICABLE CODE STANDARDS AND GOOD PRACTICE. EXAMINED AND APPROVED FOR BEARING CAPACITY Br1=ORr 1=00TINGS ARE LAID. BEARING RESULT TO BE SUBMITTED 1-1. ALL PARTITIONS AND JOINTS ARE TO BE TAPED, SPACKLED AND POLISHED SMOOTH AND READY TO TO BUILDING DEPARTMENT FOR THEIR REVIEW. o :,_, 18. ALL WALLS TO BE PAINTED SHALL BE TAPED SPACKLED AND PAINTED WITH TWO COATS OF PRIMER AND TWO COATS OF PM15H PAINT. 3. CONCRETE WALK SHALL CONFORM TO ACI 318 LATEST EDITION AND THE NEW `i ORK STATE RESIDENTIAL CODE, IN 19. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS OF DIMENSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR OR ANY OF CASE OF CONFLICT. THE NEW YORK STATE RESIDENTIAL CODE SHALL GOVERN. '- v o THE CONTRACTOR'S OR SUBCONTRACTOR'S EMPLOYEES OR AGENTS OR ANY OTHER PERSONS PERFORMNG ANY OF THE WORK. '4. NO FOOTINGS SHALL BE POURED ON FROZEN SOIL, OR WHEN TEMPERATURE IS 40 DEGREES AND IS DROPPING. � U 5. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH (OR APPROVED EQUAL), GRADE 2, AND SHALL BE GRADE '- L N o MARKED AT THE MILL PRIOR TO DELIVERY AT THE SITE. c c m •� REMOVAL NOTES V o 0 U-) 0. NO JOINTS OR RAFTERS SHALL BE CUR OR NOTCHED, BETWEEN SUPPORTS WITHOUT CONSULTING THE ARCHITECT. � a a oo •r, 1 .CONTRACTOR SHALL REMOVE ALL EX15TING WORK WHICH ARE NOT REQUIRED OR WILL INTERFERE WITH NEW WORK EVEN IF NOT SHOWN ON U.) V) U �- THE DRAW[NGS. 1. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. 1- 110 o 2. ALL REMOVAL OPERATIONS TO BE PERFORMED ACCORDING TO NEW YORK STATE BUILDING GODS AND LOCAL AUTHORITIES. S. FABRICATION AND ERECTION OF ALL NEW STRUCTURAL STEEL UJORK .l SHALL CO� F1RM TO THE A1SC SPECIFICATIONS Z _� _� � o 3. DEMOLITION AND REMOVAL OF REFUSE SHALL BE CARRIED ON PROGRESSIVELY AND SYSTEMATICALLY, MATERIAL SHALL NOT BEPERMITTED FOR THE DESIGN. _ _ a TO ACCUMULATE. CONTRACTOR TO PROVIDE DROP CLOTH AND OTHER DEVICES TO KEEP ADJACENT SPACES IN BUILDING AS GLEAN AS U S a POSSIBLE, CONTRACTOR TO RESTORE A PORTION ON HOUSE DAMAGED DURING ALTERATION. 9.. ALL CONNECTIONS SHALL BE WELDED USING E-1OXX ELECTRODE BY CEIRTIFIED fi.VELDER, OR BOLTED USING COMMON BOLTS, 3/4" DIAMETER, ASTM A-301 (OR AS APPROVED BY ENGINEER), (F CONSTRUCTION NOTES 'O. FOOTING TO BEAR ON UNDISTURBED 501L OR CONTROLLED STRUOTURA Y �"' ? ;""'ACTED C-rRANULAR FILL HAVING A a-' o0 0 0 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE GONDITiONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS �^ OF CONSTRUCTION SHALL BE USED (SUBJECT TO APPROVAL BY THE ARCHITECT). MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT. �� a) 0 0 0o c 2. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS. 11. THE BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 3'-0" BELOW OU T S1DE GRADE OR AS INDICATED ON ■■ 4-1 o o `� DRAWINGS 4 SOIL REPORT. aj o 3. ALL CONCRETE WORK SHALL CONFIRM TO THE REQUIREMENTS OF AGI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE. W v 'fu m o -oo FOR BEARINIG PADS IN WALL POCKETS USE 4000 PSf CONCRETE MINIMUM. 12. NOTES: SEC 322.2.2, SEC. 322.2.1, INS, IBC 2018 OPENING SHALL BE INSTALLED (P FOUNDATION WALLS ANY ENCLOSED Z � 57 in o Ua BELOW DESI(aM 1100 ELEV. SHALL MEET 322.3.4 INS IBC 2018. ca o ' o a) 4. ALL STRUCTURAL STEEL SHALL CONFORM T THE LOAD AND RESISTANCE FACTOR Dr=5*M (LRFD). MANUAL OF STEEL CONSTRUCTION OF THE o � o E U_ AISC. O o U a . c 5. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOW NG ASTM SPECIFICATION: PLUMBING NOTES STRUCTURAL WIDE FLANGE BEAM - A992 GRADE 50 AND ANGLES - A36. 1. ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NYS BLDG. CODE AND LOCAL AUTHORITIES' RULES AND � CONNECTION BOLTS - 4325 (92 KSI) REGULATIONS. ANCHOR BOLTS/THREADED RODS - (36 KSI) F1554 2. CONTRACTOR SHALL REROUTE AS REQUIRED ALL EXISTINGG PLUMBING AND HEATING UNITS, WHICH INTERFERES WITH Oma- W (o. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED SHALL BE COVERED WITH PROTECTIVE COAT IN ACCORDANCE WITH ASTM A153. NEW CONSTRUCTION. F- 7. ALL FOOTINGS SHALL BEAR ON UNDISTURBED, FIRM NATURE SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN BEARING3. }-IEATII�IG DESIGN SHALL COMPLY WITH A.S.H.R.E. STANDARDS, THE NATIONAL ELECTRIC, GODS, LOCAL MUNICIPALITIES, � � N PRESSURE OF 2 TONS, ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY THE ARCHITECT OR ENGINEER PRIOR TO POURING AND REQUIREMENTS OF THE NEW YORK BOARD OF FIRE UNDERWRITERS. o FOUNDATION CONCRETE. 1773 8. ALL FOUNDATION CONCRETE SHALL OBTAIN A 25-DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 4. ILL WATER PIPES IN NONINS,ULATED SPACES TO BE INSULATED WITH i" INSULATION FOR PIPING 1" OR LESS AND 1-1/2" p W � 9. CONTRACTOR SHALL ADVISE ARCHITECT/ENGINEER OF ANY CONDITION DIFFERENT THAN ASSUMED DESIGN CRITERIA. I SULATION FOR PIPING 1 5/8 TO 2 1/2 . •� o ELECTRICAL NOTES 5. TEMPERATURE CONTROLS MAY NOT EXCEED l8 FOR HEATING EXCEPT AS OTHERWISE DIRECTED AS SPECIFIED BY >- -a cYi 1. ALL ELECTRICAL AND TELEPHONE WORIK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE FEDERAL, STATE AND LOCAL AUTHORITIES' MECHANICAL ENGINEER. � V u m � ELECTRICAL CODES. r. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY N.Y.S. CODE, CAST IRON cu O as O 2. NO WIRING SHALL BE LEFT EXPOSED. P1PE SHALL CONFORM TO LOCAL CODE REQUIREMENTS WITH APPROVED JOINT, PIPE SUPPORTS AND CLEANOUTS. W 0 3. ALL OUTLETS, TELEPHONE JACKS AND SWITCHES SHALL BE MOUNTED VERTICALLY. 7. CONTRACTOR TO PROVIDE EQUIPMENT USE PERMIT IF REQUESTED BY THE AUTHORITIES HAVING JURISDICTION OVER � THIS PRODUCT. •4. TYPICAL DIMENSION FROM CENTERLINE TO CENTERLINE OF ADJACENT OUTLET BOXES SHALL BE �'-O". o ■■ 5. ALL :ELECTRICAL OUTLETS SHALL BE 1'-&" ABOVE FINISH FLOOR (AFF) UNLESS OTHERWISE NOTED. 5. ALL BUILT-IN PLUMBING FIXTURES TO BE SUPPLIED AND INSTALLED BY LICENS^D PLUMBING CONTRACTOR. PLUMBING (o. ALL SACK-TO-BACK OUTLETS IN ADJOURNING ROOMS SHALL BE STAGGERED. TO SUPPLY ALL NECESSARY INFORMATION FOR CUTOUTS TO BE PERFORMED BY CABINET CONTRACTOR. p m Q -f. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RUNNING OF AND INSTALLATION OS THE THERMOSTATS AND LINES AS 9. ALL CHANGES IN THE SIDE OF "RUN" ON DRAINAGE PIPING SHALL BE MADE WITH REDUCING FITTINGS. ALL WATER 0 Z ul Y CALLED FO�� ON THESE DRAUJ(NGS. SUPPLY PIPING SHALL BE S1ZED TO PRODUCE VELOCITY NOT TO EXCEED SFT/SECOND AND SHALL HAVE A MINIMUM M V 8. ALL MATERIALS SHALL BE NEW AND CONFORM TO THE UNDERWRITER'S LABORATORIES SPECIFICATIONS AND REGULATIONS. OF 8 P.S.I. PRESSURE AT EVERY FIXTURE. 0 W 9. ALL RECEPTACLES TO BE GROUNDED AND TO RECEIVE STANDARD 3-PRONG PLUG, UNLESS VOLTAGE AMPERAGE OR SPECIFIC NOTATION 10. EXPANSION COMPENSATORS AND ANCHOR SHALL BE PROVIDED FOR EXPANSION IN HOT WATER PIPELINES. V Uj GALL 1:=0R A DIFFERENT RECEPTACLE. Ln LL11. PROVIDE SHUT-OFF VALUE ON ALL BRANCH-LINES TO EACH FIXTURE INCLUDING BRANCHES FROM MAIN AND RISERS. M 10. ALL LIGHT SWITCHES SHALL BE GANGED TOGETHER WHEREVER POSSIBLE. 12. ALL WATER PIPING SHALL BE TYPE "L" COPPER TUBING. 11. PANEL LAYOUT TO CONFIRM TO NEW POWER REQUIREMENTS. 13. NEW HEATING AND HOT WATER UNITS SHALL BE MODIFIED TO SUIT NEW USAGE. 12. CONTRACTOR SHALL CONNECT, DISCONNECT AND PROVIDE ANY NECESSARY RUNS TO CONFORM TO REQUIREMENTS. 12/18/2-021 - POR PERr11T 13. ELECTRICAL CONTRACTOR TO INSPECT THE EXISTING ELECTRICAL SYSTEMS AND TAKE WHATEVER NECESSARY STEPS TO ENSURE THE ELECTRICAL SUPPLY IS ADEQUATE OR THE NEW INTENDED USE. CODES AND STANDARDS SUMMARY F H,.. " 14. CONTRACTOR SHALL RE-ROUTE AS REQUIRED ALL EXISTING ELECTRICAL SYSTEMS AND TAKE WHATEVER NECESSARY STEPS TO ENSURE LINES, 1. ALL CONSTRUCTION AND DESIGN SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NYS. ` WHICH INTERFERES WITH NEW CONSTRUCTIONS. 15. INSTALL AS PER OWNER'S DIRECTION ANY AND ALL TELEPHONE WIRING IN WALL PRIOR TO SHEET ROCKING ALL TEMPERATURE CONTROL RECESSED LIGHTING NOTES w �.n. .. CONCEALED IN WALL, FLOOR AND OR CEILING. fro. ELECTRICAL WORIK TO BE BOARD OF FORE UNDERWRITERS APPROVED. THIS APPROVAL SHALL BE OBTAINED BY ELECTRICAL CONTRACTOR. 1. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO MAXIMUM AIR LEAKAGE 2CFM. 17. CONTRACTOR SHALL REMOVE OR RELOCATE EX15TfNG ELECTRICAL BOXES, SWITCHES, OUTLETS, FIXTURES, ETC. AND MODIFY THE EXISTING ELECTRICAL SYSTEM TO SUIT NEW USE, ALL IN ACCORDANCE WITH NEW YORK STATE ELECTRICAL CODE AND LOCAL AUTHORITIES' REGULATIONS. PLANS CODE COMPLIANCE 18. INSTALL AL1- WALL SWITCHES AT 4'-0" ABOVE FINISH FLOOR TO CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED. PLANS SHALL COMPLY WITH CHAPTER 3 AND UPDATED 8301.20) OF THE INTERNATIONAL RESIDENTIAL CODE (2018) AND ALL APPLICABLE SECTIONS OF THE 2020 NEW YORK STATE UNIFORM CODE SUPPLEMENT. a i'T"+���'j;a'i�;'}A'(�• '.w,.w' +,1./i,'�I'(:�tx t" �. g1 { REPLACE ALL IST FLOOR archilexis I locosc[c -. WINDOWS WITH NEW EGRESS WINDOWS architectural drafting & loss n (SEE SCHEDULE SHT. 41.08) L - - - - - - L- - - - - - - F- I i I I j I BEDROOM 1 BEDROOM 2 j of NEw I I BEDROOM 1 BEDROOM 2 I I 0 1 1A�A P� E �0 i s I I O N NRy 1 I 1 1 I O O 1 1 �► 0 ,k I I 1 1 l 1 � REMOVE EXISTING BATHROOM WINDOW RENOVATE BATH F� 0 72CJI � AND FRAME TO MATCH EXISTING PARTITION l/ l/ W/ NEW FIXTURES, TILES, AND ;=LOOR l/ � l/ � p'40FFSStONP� WALL BUILD NEW STAIRS CL' O f. AND BEDRM 2 REMOVE EXISTING ( O CLOSET SPIRAL STAIRS, WOOD STOVE, HEARTH, • �� AND BRICK BACKING. BATH DEMO EXISTING KITCHEN CABINETS, I I RE-FRAME NEW STAIRS AND DISCARD _ 1 : ::: :: :::::::: ..:: : .:.: :.:• ' :. .:,: :.'::;::::: BATH ( AND BDRM 2 CLOSET I I I _ APPLIANCES. 1 I ( EJ 1 I 1 1 11 Lr NEW H55 POST I .1i., E _ ..._. ..._. _.,. .__. .._..... ._.. .- _ - _.._ ....... ._. - .- _ _.._. _! � I TO RIDGE SIZED I ;� �� (n O 1 — — -- — - - REMOVE EXISTING DOOR I II BY ENGR. I ce O n .VO' 1 REPLACE WITH NEW SFT. 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DISTRICT: 1000 SECTION: 37 BLOCK: I LOT(S): 10 nrchitacti.irnl drrsaftinrJ & design —, w ,,+. :�:,w.p:n.c...: „a rr.r.c .,... ,a4tSvz. .. - e•., \ LOT g3 Al NEW J- P/O �A NEN�y o9 FC e 2.0'E tZ- t m c= �(6® PIPE 3 8 F , :' 0.7'W P/O LOT q pA 9720'1.. 0.1's ��o R�FES S10�P <.<... a...,., PORTION TO BE REMOVED `���'� PROPOSED 0.7 W 7Gw �P POOL WASTE WATER PIPE DRY WELL 0 3'W� L 84 4j OT REVISE SHED 0.7'N 4'0x4'DEEP - Y TO 96 S.F. - E (8'x 12') sz r,1.i O- j 2 Ol EXI5TING BLOCK O� s 05� 1 •®®p FOUNDATION AND 0 CRAWL SPACE ROOF OVER O �,�� _-_Q�Q�-�`L- - PIPE 0 O� OUTDOOR `���`L = __ _� / OF1;S V SHOWER 1 0.3 W c DUG OUT OI NBEATION, // 6'x3.9' 6 6 \ L_ C \ FIELD VERIFIED WITH / EXISTING ROOF OVER � o �_ �p (n O \ CONTRACTOR/OUINER / WOOD DECK TO BE REMOVED BILCO `L 0T" ■■I■ O V NEW pOOTlNG AND PORTION OF EXISITNG DECK T BE REMOVED �� LP GAS o. ®• \ 1.`. U r"I TO FIRST FLOOR \ / / (SIZED BY ENGR.) PERGOLA PROPOSED OPESTYLEROOF '� ^�6 F�� F��G� C C 0 O . �. ro / P s✓ / \ ( cQ v O �� �. 000 C)- CL 00 • i to to t c / �o o. 00 / \ GUY L.P.1 �0 _ U.P. � ��- G• ole 61 on 0� 7 P 1 TK. L •/ 1 PROPOSED ADDITION O O O 5'x 11.8' O O °. i O O 1.4'S O f0 LOT COVERAGE •• E EXISTING GRAVEL DRIVEWAY 201 MAX COVERI'GE: 1545 S.F. �' .-i 00 O TO BE REMOVED W Q •M (U O -0 `^ N /STK. � �! DWELLING: 871 S.F.SFz -p � (n O PROPOSED ADDITION: 59 S.F. 0 . O O PROPOSED REVISED FRONT DEC;(: 216 S.F. 00 �?, O m DRIVEWAY PROPOSED POOL: 288 S.F. O LL. O U Cl C= PIPE O� SHED: 96 S.F. OUTDOOR SHOWER: N/A v ON GRADE CONC. PATIO: N/A z'0 , TOTAL: 1530 S.F, or 19.87NEW BLCle- M FOUNDATION WALL LWL AND CRAWL SPACE t� r I � a i i I REVISED 02-08-22Q I II 1 I I A 7p ADD COVERAGE 02-03-22 N 1 1 1 j I I ADDREV ED 12-06-21 PROPOSEDPOOL 11-12-21 ~ O r I I I I O N I I I THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL •i W L. .... LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ro T� AND OR DA TA OB TAINED FROM 0 THERS L ■. O - . .. I AREA: 7723 SQFTor 018 ACRES ELEVATION DATUM.• _________________________ � � � � UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY V m L _ — ,_,_, — _ _ ,•- - — -,• __-• — — _ ._ T — - MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN (a O � O � ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LU DLL n N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 11 w-9 '/2„ NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY C_ ■■ u ■■ SURVEY OF: LOT 97 0FNE�y� CERTIFIED TO: ANTHONY FERNANDES; m MAP oF:GARDINERS BAY ESTATES SEC. 2 P �N M wo p� JENNIFER FERNANDES; "Cf m Q 'y -� CITIZENS BANK, N.A., ISAOA-ATIMA; FILED: SEPT. 23, 1927 No. 275 (1),���' Ca Z W * "' G * FIRST METROPOLITAN ABSTRACT CORP; ep _ _ _ _I DN � OLISNED OR RENOVED SITUATED AT: EAST MARION r '` �' 3: X OLD REPUBLIC TITLE INSURANCE COMPANY; TOWN OF:SOUTHOLD � � V _ _ KENNETH M WOYCHUK LAND SURVEYING, PLLC 0 W _ _ _ -, RrNOVAtED OR NEW SUFFOLK COUNTY, NEW YORK Ss 050882 �J Professional Land Surveying and Design J = Lu -- — — -- -- —I P.O. Box 153 Aquebogue, New York 11931 Q LI (� FILE # 221 -160 SCALE: 1 "=20' DATE:AUG. 19, 2021 PHONE (631)298-1588 FAX (631) 298-1588 (� N,Y.S. USC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. woychuk 12/18/2021 - FOR PERMT bl 02/06/2022 BULDING DEPT. REVISIONSRENOVATED POUIDATI0NI RLAt',1 RE15EDSITERLAi ._ '. . . SCALE :: 1/4" = 1'-0" SCALE :: NTS ... ..... .. . .... .... . ' I 13 E � »d,e i•L'Jai rt,+'I' '7P r f p.�` •�., r i/.,,r r.;3.Pt {{/ ♦ ±;M;f.'f t.t jx ,d i'�.''�a�'�M'f` > to v4 �'' � } architoxt / locroscicl,, architectural drafting & design d CLOSED CELL POA1"i TO DESIGN R-VALUE 4 f DESIGN THICKNESS � F NEwy O� 7� M cc w r FpA 997201 RUFESSiONP� CLOSED CELL FOAM TO o o DESIC;N R-VALUI= ,}, O ' Ll 57O V L (n O j EXTERIOR SIDING ■■ C V OVER WALL SHEATHING � u ^ � L L N p V o 5 Ln 0 0 0 0 � •� � U) � I- ko EE6o SCALE .. 3/4" = 1'-0" Z m (u � O V a_ o 0 i aj o o u 4-' 00 c6 LnI C N o W � '� o -a f , ..,: . r s> .��>: � '� "-iia;;3' s,:� ✓3 ¢ 'r ',�.�: ;.,i•�,. .>....>x". 1r p�' x< °w< .`�v �`k� � �<.}<;�' Y• ''Mv 43{'0`.. S{'; s, c .1., s. ...Y d. ='asps-" I�Fj, s.'hw. `0:.;;. O i- .. ,3a :v' .Y. Y�(� 4�' I`INISI-4 D 1=LOOR � - - �,a _ 0 °� otU ac 4 SUB FLOOR SYMBOL TYPE FRAME PAINT GLASS TYPE COLOR QTY SHGC REMARKS SEALANT AND GASKET UNDER FACTOR GALVANIZED FLAS-IING A 1 DBLH-1 AAMA.2605 LoE-272 BLK ALUM CLAD 5 0.31 0.28 EGRESS WINDOW(R.O.: 37-3/8 x 56-1/2) ...........I........... ........ ........I.......... ........... ......................................... ................ ...................................I................... . ...._. . ... .............. . ......... . B 2 DBLH-1 AAMA.2605 LoE-272 BLK ALUM CLAD 1 0.31 0.28 R.O.: 25-7/8"X 37" M . ....... . .. ........ C 3 DBLH-1 AAMA.2605 L0E-272 BLK ALUM CLAD 1 0.31 0.28 R.O.: 29-7/8: X 41" �"� W -2" i"IIN. CLOSED D 7 DBLH-STUDIO AAMA.2605 LoE-272 BLK ALUM CLAD 2 0.46 0.53 R.O.: 37-7/8"X 49" Q ..__. ...__..... . __.... .-._....____ . __. ..._-. _. . CELL INSULATION E 8 DBLH-STUDIO AAMA.2605 LoE-272 BLK ALUM CLAD 1 0.46 0.53 R.O.:49-7/8"X 61 Z _. __. °� N 1 F 10 CSMT-TRAN-1 AAMA.2605 LoE-272 BLK ALUM CLAD 1 0.46 0.62 R.O.: 36"X 16" h" o G 11 CSMT-TRAN-2 AAMA.2605 LoE-272 BLK ALUM CLAD 1 0.46 0.62 R.O.: 72"X 16" G N ,1 H............ 12 CSMT-TRAN-2 AAMA.2605 LoE-272 BLK ALUM CLAD 1........ 0.46 0.62 R.O.: 72"X16" 0 fL_ UJI oI SKYLIGHT - LoE-272 BLK ALUM CLAD 3 0.53 .24 VELUX 30-1/2 X 45-1/2 TEMPERED GLAZING _ M ^ Q CLOSED CELL -r U- n N x a ' ,�...: ...: r.� .::: ....� tg.� .. .,.s� vex.• "' L:. .�..r '«`�a'�y''"A"`';+ x. a , ., .. .. .. �..� .. .. .. ,....,:i loll � •is a PoAM To D SIGN NO v�.. s>s s �.gxk'7. `a I�-VALUE � C THICKN�Ss I P.C. 1=DOTING u- DOOR �. SYMBOL R.O SIZE TYPE FACTOR SHGC DOOR FRAME COLOR >" m CO �.1 1 72 X 82-3/4 4 .43 .34 RIGHT ENTRY SLIDER BLK ALUM CLAD d 13 j uj K 72"X 82-3/4" 5 .56 .62 FRONT ENTRY SLIDER BLK ALUM CLAD > `�Z he TTI .43 .34 FRONT ENTRY SWING-PD-1 BLK ALUM CLAD � W .. In Ou V � WI POW 4 DOOR SCHEDULE 12/18/2021 - FOR PERMIT _.--.. -- - --"-- 0.1t,' ;t., 02/06/2022 - BUILDING DEPT. REVI51ON5 SCALP 1/4" = V-0" VIEW AtDDITIONQ - WALL f 1�1SULA TION DETAIL SCALE :. 1"= 1'-0" §a ,_.,�,...�..r... .,,",...._nom,:. ,:... _..... .. ..,�...,,...... ., .. GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING 1. STEEL DECK SHALL BE DESIGNED FABRICATED AND ERECTED IN ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK ALL RULES AND REGULATIONS. AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHA:,L LAP 36 BAR DIAMETERS INSTITUTE. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH D 1 La 1"1 d ro CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE , '' Andrews 2. ALL FLOOR LIVE LOADS .ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2 DEEP 20 GAGE (UNCOATED YORK STATE BUILDING CODE 2020. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 7.7, BEAD ALONG THE MEMBER LENGTH. STEEL THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK Engineering CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK AC1318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. A. 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING 158 County Rd. 39, Suite 10 PRESSURES SPECIFIED IN SECTION 1609. p „ AFORMED WALL 2 BACKFILL SIDE.3/4 FRONT SIDE SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE Southampton, N.Y.11968 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3 BACKING FOR SPECIFIED PANEL EDGE NAILING. 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL Office: (631)259-3959 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE %"TOP'3"BOTTOM THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com D. STRUCTURAL SLABS 3/4" LOADS: DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING LAMINATED VENEER LUMBER, LAMINATED INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE A. FLOOR LIVE LOAD: 40 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. STRUCTURAL LUMBER AND PARALLEL STRAND Professional Seal SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO B. ROOF LOADS: LUMBER NOTES: PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE INSPECTION OF HIS WORK. STRUCTURAL ENGINEER SHALL CONFORM TO THE AMERICAN WELDING PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE SNOW: 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS INSTALLATIONARE REQUIRED. SOCIETY STANDARD DIA-79• BARS SHALL CONFORM TO ASTM A706. OF NEtti OCCUPANCY CATEGORY II ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE �P_ HENRY 1-0 GROUND SNOW LOAD,Pg 20 PSF CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED GEORGIA PACIFIC CORPORATION OR GANG-LAM AS MANUFACTURED BY THE 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS O 4 THERMAL FACTOR,Ct 1.0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATEDr OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH FLAT ROOF SNOW LOAD Pf 1.0 PSF 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A r IMPORTANCE FACTOR Is 1.0 BELOW,UNLESS OTHERWISE NOTED: BY WEYERHAEUSER. FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH MAXIMUM SPACING OF 3-0 ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU � OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME P972Q� C. WIND DESIGN DATA: A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 FSA WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE USAGE 28 DAY MAX AGG. 2MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL gaFEssioNP�' .STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER, SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING OCCUPANCY CATEGORY II A. SLAB ON GRADE 4000 S.C. 1" 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING 2.0E LVL 2.0E PSL 1.55E LSL FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. FB (FOR DEPTHS_5 12")= 2600 PSI 2900 PSI 2325 PSI CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF IMPORTANCE FACTOR Iw 1.0 C. PIERS 4000 S.C. 1" FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. EXPOSURE B D. RETAINING WALLS 4000 S.C. 1" FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI 12. PROVIDE#4 AT 12 CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING INTERNAL PRESSURE COEFF[CIENT 0.18 PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FV= 285 PSI 290 PSI 310 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE DRAWINGSOR NOT UNLESS OTHERWISE NOTED. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN T-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH) SPECIFIED AS LVL MAY BE 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW BUILT-UP. ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. FROM THE ENGINEER. BC BOTTOM CHORD RF ROOF I- 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST O ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. STRUCTURAL STEEL BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION -� LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. WOOD SILLS TO BE (1) 2" x 6" A.C.Q. LUMBER WITH 1/2." DIA. ANCHOR BOLTS 12" BOS BOTTOM OF STEEL SF SQUARE FEET LONG MINIMUM AT T-0" O.C. AND F-0" AWAY FROM CORNERS UNLESS 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BRCG BRACING SHTHG SHEATHING 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3"MAXIMUM OTHERWISE NOTED. ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) BRG BEARING SIM SIMILAR RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3"TO 6" SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3"TO 5" 4. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR BW BOTH WAYS SPEC SPECIFICATION INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS 2. MATERIALS: C CAMBER SS STAINLESS STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO B. AMERICAN STANDARD SHAPES,ANGLES, CB COLUMN BELOW STL STEEL APPLICABLE CODES, STANDARDS,AND GOCD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE 5. BRIDGING TO BE EITHER SOLID OR (1) 1" x 3" OR 18 GA CROSS BRIDGING &NOT PLATES AND BARS: ASTM A36 CC CENTER TO CENTER STRUCT STRUCTURAL (n POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS TO EXCEED A MAXIMUM 8'-0"O.C. C. STRUCTURAL STEEL TUBING,RECTANGULAR CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS AND SQUARE: ASTM A500. GRADE B (FY=46 KSI) CIP CAST IN PLACE TC TOP CHORD DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL 6. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2' x 6" UNLESS OTHERWISE D. BOLTS: ASTM 325 CI, CENTERLINE TEMP TEMPORARY PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE NOTED. E. ANCHOR RODS: ASTM F1554,GRADE 36 coil COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN C010ic CONCRETE TOF TOP OF FOOTING W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL 7. ALL INTERIOR HEADERS SHALL BE(2)2"x 8"UNLESS OTHERWISE NOTED. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 CY CUBIC YARD TOS TOP OF STEEL • • z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND .DIA DIAMETEP, TOW TOP OF WALL OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. 8. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR DETAIL TYP TYPICAL H WDET STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE RISC SAFE DN DOWN UON UNLESS OTHERWISE NOTED 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 9. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE DWL DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER NOTED. EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. DOUBLE DIP GALVANIZED FRAMING HARDWARE. A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL 10. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FRAME CONNECTIONS. D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% F FOOTING TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE TO BE INSTALLED BY FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED 11. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FIN FINISH TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW CONSTRUCTION DETAILS). THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FJ FLOOR JOIST AND VERIFICATION. WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FLG FLANGE M 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 12. ALL HEADERS EXCEEDING Y-0" SHALL HAVE A DOUBLE JACK STUD WITH A CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION FRMG FRAMING W 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON DOUBLE KING STUD AND A DOUBLE SILL PLATE. OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. FT FEET z r 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. FTG FOOTING ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE 13. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. GALV GALVANIZED Q ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. GLB GLUE-LAMINATED BEAM 'J z THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES GR GRADE 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 14. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS REDUCE STRENGTH BELOW REQUIRED VALUES. HDR HEADER O z CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR HGR HANGER SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD HORIZ HORIZONTAL O ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE HSB HIGH STRENGTH BOLT noo OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF IN INCH Q ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. DIMENSIONED WOOD FRAMING NOTES: STIFFENERS. INFO JST O ORMATION O C 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN K KIP G 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED QU REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING KSF KIP PER SQUARE FOOT AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: U) PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LB LAG BOLT M Q ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LL LIVE LOAD O DRAWINGS. JOISTS,RAFTERS AND STUDS: APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL LLH LONG LEG HORIZONTAL W T- W 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO. 2. OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING LWC LIGHTWEIGHT CONCRETE CL ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING FB (BASE)=850 PSI FV(BASE)= 180 PSI REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. MC MOMENT CONNECTION Revisions WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP E(BASE)= 1,600,000 PSI MIN MINIMUM WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED NTS NOT TO SCALE No. Date Description FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL NWC NORMAL WEIGHT CONCRETE 1 12/13/2021 FOR PERMIT RESPONSIBILITY AND LIA131LITY THEREFROM. CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH OC ON CENTER 2 --/--/-- THE TIME OF INSTALLATION OF 19%OR LESS. ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. P/C PRECAST 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REINFORCING STEEL 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (LE. POSITIVE PAF POWDER ACTUATED FASTENER 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PCF POUNDS PER CUBIC FOOT ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PL PLATE 5 --/--/-' "-"- CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. PLWD PLYWOOD 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED SHALL NOT BE USED. ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY PSF POUNDS PER SQUARE FOOT Designed By : MER CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR OWNERS TESTING LAB. Drawn By : MER GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL.NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT - ` IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIRDIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT al ,>: .�, 4 t. � ,,. , x�.. FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS BE THE SOLE JUDGE OF .ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 OTHERWISE NOTED ON PLANS. FRAMING TO COLUMNS AND WITHIN Y-0"OF COLUMNS. Date : 12/03/2021 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE Scale: AS NOTED SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. SHEATHING PANELS: INSTALLATION TO PREVENT NUTS FROM BACKING OFF. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED I. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. GRADECONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, PLYWOOD SHALL BE USED THE AMERICAN PLYWOOD ASSOCIATION. ONLY 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 S ' 000 MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. PLYWOOD SHALL BE USED ON FLOORS. TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., INDICATED. 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED INC. OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5-0 CENTERS MAXIMUM, FOR ALL SLABS ABOVE GRADE. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE ARCHITECTURAL PLANS FOR THICKNESS. Sheet# DiLandro Andrews 1rT1T_=h_11! Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.1 1968 Office: (631)259-3959 lnfo@DiLandroAndrews.com Professional Seal �tiOF Neiv 0 NENR M cc 44 ^lot,0972 FE113SI .... ...... ...... ............. . ................. .................. ..................... ............. .......... ............ .................... ................ ....................... ....................... ...................... ...................... ................... 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(D 02 FIRST FLOOR FRAMING PLAN W M U) SCALE: 1/4"= V-0" 0 co W MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW (FT-KIPS) np;ap Revisions ov BEAM MATERIAL INDICATES STEEL COLUMN ABOVE BELOW No. Date Description NOTES: BEAM SIZE SPAN DIRECTION INDICATES STEEL COLUMN ABOVE 1 112/13/2021 FOR PERMIT RAFTER PITCH EXTENTS OF GJ 2 02/11/2022-REVISION 1 DIRECTION in FRAMING INDICATES WOOD POST BELOW -INDICATES LOAD BEARING WALL BELOW 3 1. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. pq (2) 1 3/4x 11 7/8 LVL Q 9� C-4 X INDICATES WOOD POST ABOVE BELOW -INDICATES LOAD BEARING WALL ABOVE 4 -- -—----- aj 3700 2B-01 C14 5 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE ABEAM INDICATES WOOD POST ABOVE - INDICATES SHEAR WALL N SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. BEAM END REAC (LBS-WOOD) -MOMENT JOIST/RAFTER 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND (KIPS-STEEL) L CONNECTION TYPE. &SPACING COLUMN WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. Designed By BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER MER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : MER 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAMS HEADERS JOIST RAFTERS COLUMN POST WALL Checked By : AA 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. T7 FRAMING LEGEND Date : 12/03/2021 Scale: AS NOTED HEADER SCHEDULE H-1 -INDICATES HEADER TO BE (2)- 1 3/4x71/4"LVL H-2 -INDICATES HEADER TO BE (2)- 1 3/4x9 1/4"LVL H-3 - INDICATES HEADER TO BE (2)- 1 3/4x11 7/8"LVL heet# DiLandro Andrews ,. Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal ,..H-. _` EW fl: I E 13EDR0 M 1 BEDROOM 2 I ��OF N 1- w ' NSNRY O M cc PROTECT At D MAINTAIN Jo PROTECT AND MAINTAIN EXISTING FL OR FRAMING EXISTING FL OR FRAMING F 7 �9 l` O I � AR�FESSIONP� I i I �EXIST_TOm EMIAN. I BAT I r i � I OPEN I cc ROOF OUTLINE ABOVE EXIST.TO EMAI j ca UP Z M J KITCF EN a. 0 C O LL W I � 0 Ld z a: LIVING ROOM . . U PROTECT At D MAINTAIN PROTECT AlD MAINTAIN ' W EXISTING R F RAFTERS EXISTING R F RAFTERS = 1= I j !.................................... EW_ ,-A ' I � i 2 F-:00 oo a 2x8 P.T. PEF GOLA JOISTS = j N AT 1 "o.c. SW-1 I M� ~ D ......... .... .....j a 2x8 P.T. P ASTS GOLA a. W r' N AT 1 "o.c. N z r (2)2x P.T N (2)2x8 P..T, Q � � Oz 4X4 P.T.WOOD POST 4X4 P.T.WOOD POST 4X4 P.T. WOOD POST O z OD V Q .. O SECOND FLOOR FRAMING PLAN w Lo j SCALE: 1/4"= V-0" O co Q r- W MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW (FT-KIPS) G� Revisions BEAM MATERIAL -INDICATES STEEL COLUMN ABOVE/BELOW No. Date Description O BEAM SIZE SPAN DIRECTION :7.C" J� -INDICATES STEEL COLUMN ABOVE 1 12/13/2021 FOR PERMIT NOTES: RAFTER PITCH EXTENTS OF 2 02/11/2022 REVISION 1 &SW-X- INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION FRAMING -INDICATES COLUMN BELOW ® -INDICATES LOAD BEARING WALL BELOW 3PROVIDE 2"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO (2) 1 3/4x 11 7/8 LVL 1@1 -INDICATES COLUMN ABOVE/BELOW C � -INDICATES LOAD BEARING WALL ABOVE 4 BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH ®3700 2B-01 i ---- BEAM AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTIO� a ❑ -INDICATES COLUMN ABOVE 0 -INDICATES SHEAR UNALL LLL (LBS-WOOD) MOMENT �—JOIST/RAFTER ,,, ;,.'n ;. ,�..: :} � .. ,,. ... (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Designed By: MER BEAM NUMBER Drawn By : MER SHEET S-300 FOR SCHEDULE. OVER BEAM 3. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL Checked By : AA 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A ' SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 12/03/2021 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 3/4" CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 - INDICATES HEADER TO BE (2)- 1 3/4x7 1/4"LVL H-2 -INDICATES HEADER TO BE (2)- 1 3/4x9 1/4"LVL S � l 02 H-3 -INDICATES HEADER TO BE (2)- 1 3/4x11 7/8"LVL Sheet# � DiLandr0 :: Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal _ EW31--1 I PROTECT At D MA14TAIN MA TEFROTECT At 0 MAINTAIN EXISTING R17 RAFTERS ISTING R F RAFTERS N E11, NEW 1 '� �,E R y O'P'T OPEN m w zi z W ° NEW H I NEW F-1 - FO P97201 A9�FES SIONP w Z B NEW H= ! EW-H-1, l = . 1 _..._. L E zi NEWJLL ="f_ .. ._NEVALH-1 ........ ....... .......... .......... ...... ..........) Z Q J _Z LL LL W O O F- r►/ F_ t M W � Z Oz 00 � ry C� Q . . O ROOF FRAMING PLAN W j —' M Q SCALE: 1/4"= V-0" 0 W MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW (FT-KIPS) GD Revisions BEAM MATERIAL O -INDICATES STEEL COLUMN ABOVE/BELOW No. Date Description BEAM SIZE SPAN DIRECTION JAG 1 12/1 2 FOR PERMIT NOTES: -INDICATES STEEL COLUMN ABOVE 3/ 021 RAFTER PITCH EXTENTS OF G GJ 2 02/11/2022 REVISION 1 1. " ''' &SW-X- INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION— FRAMING ® -INDICATES COLUMN BELOW ® -INDICATES LOAD BEARING WALL BELOW 3 '-/--/-- ---- _ PROVIDE J"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO ® (2) 1 3/4x 11 7/8 LVL ,--,1 N' ® -INDICATES COLUMN ABOVE/BELOW C -INDICATES LOAD BEARING WALL ABOVE 4 BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH s�oo 2e-01 N 5 --/--/-- SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTIOa ❑ -INDICATES COLUMN ABOVE 0 -INDICATES SHEAR WALL (LBS-WOOD) LLL MOMENT JOIST/RAFTER (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. Designed 2. HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL COLUMN Designed By : MER SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : MER 3. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL Checked By : AA 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 12/03/2021 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 - INDICATES HEADER TO BE (2)- 1 3/4x7 1/4"LVL H-2 -INDICATES HEADER TO BE (2)- 13/49 1/4"LVL S � l 03 H-3 -INDICATES HEADER TO BE (2)- 1 3/4x11 7/8"LVL Sheet# FIRST POUR SECOND POUR DIAMOND SAW CUT. IN,AREAS WHERE 6" 6" 6" 6" iLnrO STOP REINF. SHORT OF STOP REINF. SHORT OF JOINT AT EACH SIDE 56 BAR 0SLAB IS LEFT EXPOSED, (I.E. LEFT _ AT SIDE �� ..y., 1lnC�r+ WS JOINT A UNCOVERED), FILL W/SPECIFIED (TYP.) JOINT FILLER IN ACCORDANCE W/ 4" PREMOLDED TONGUE E � 'n �' MANUFACTURER'S INS1 RUCTIONS _ AND GROOVE JOINT 158 County Rd. 39, Suite 10 �o�Q`Q� / Southampton, N.Y.11968 <,, Office: (631) 259-3959 Info@DiLandroAndrews.com y4A. ' OPENING Professional Seal 01 M LO NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING POST, SEE FRAMING PLAN jo.1 pF NEw < SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. �O HENRY 4 i m cc TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL , SIMPSON CPT66Z POST BASE (2)-1/2"0 ANCHOR BOLTS ~ a DIAGONAL BARS ADHESIVELY EMBEDDED 5"W1 (2)-BARS @ EACH FACE OF (2)#5 BARS AT EACH 0 SIMPSON SET XP EPDXY FO 09720'l SEE PLAN FOR Ix WRAP W.W.F.AROUND CONT. WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF AgOPES SIONP� REINFORCEMENT U_ 1 -0 #4 NOSING BAR, EDGE W/1" SIZE, SEE NOTE 1 (TYP.) SLAB 1 11T H �. 12"0 SONOTUBE VAPOR RETARDER, z MIN RADIUS TOOL a ® O ` er LAP EDGES 24"AND TAPE, a w OMIT AT EXTERIOR SLABS w Cc SEE PLAN FOR CHANGE l-_ (n IN ELEVATION O (3)-#5 DOWELS AT Ff NOTES: a W/0'-8"HOOK H 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL O REINFORCING.AT SLABS USE#5 BARS. U_ BF28"BIG FOOT � � �—♦ z FOOTING" 1 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT 2 CIRCULAR OPENINGS 12"AND LARGER. o — . S H ARCHITECTURAL AND MECHANICAL ' ... --r M-Lro. nI COORDINATE OPENING SIZES AND LOCATIONWITH fh DRAWINGS. PROVIDE CONT. CHAIR AT REFER TO GEO TECH. SII 3'-0"O.C. MAX TO MAINTAIN REPORT OR 6"MIN. REINF.AT EL. SHOWN GRANULAR SUB-BASE NATUCOMPATEDSUB-GL"CUT"GRADE R RADEy 3 TYPICAL SONOTUBE FOOTING DETAIL 2 TYPICAL SAAB/WALL PENETRATION DETAIL SCALE: 3/4 - 1 0 TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL S-200 J SCALE: N.T.S. Q TYPICAL SLAB ON GRADE DETAIL W 1 0 S-200 SCALE: N.T.S. z O Q #5 DOWEL @ 12"O.C.,TYP. 0 o HILTI HIT-200+ HAS z O O USE HILTI HIT-SC SCREEN LLI a0 TUBE H O w a CENTER LINE COLUMN/PIER/OR GRADE BEAM TO BE CENTERED ON FOOTING 5" 5" COLUMN/PIER/OR GRADE BEAM FLOOR FRAMING, SE PLAN z ui I PIER/COLUMN U o I I REINFORCEMENT IF REQ'D Wr LAP SPLICE z r x = I I PER SCHED U z w I I FOOTING TOP • _I z W REINFORCEMENT IF REQ'D, o `. ° O I I SEE SCHEDULE _ _ CONNECT P.T. PLATE TO FOUNDATION Q —III WALL W/2"DIA.ANCHOR BOLT @ FOOTING O O 2'-0"o.c. EMBED 2-1/2" 0 0 o 0 0 0 CONTINUOUS CMU BOND BEAM AT P�J � TOP OF WALL PROVIDE 2-#5 MIN OR �►— • R NT. MATCH WALL VERT rn Q (2)#5 BARS CO V REINF WHICHEVER O 0 z #5 BARS AT T-0"o.c.AND EVERY ° IS LARGER O W #5 DOWEL @ 12" O.C., TYP. Q CORNER FTG. BOTTOM REINF., O • ; z O HILTI HIT-200+ HAS 0 U SEE SCHEDULE U FILL CELLS WITH GROUT p USE HILTI HIT-SC SCREEN W LO W CORNER(SINGLE CURTAIN) X TUBE n CO Q I? w a O BOTTOM OF FTG. EL., #5 DOWEL AT 3'-0"o.c.W/0'-10" a W SEE PLAN a NOTES: HOOK, LAP 48 BAR DIAMETERS 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS OW ; :1 WITH VERTICAL BARS PROVIDE 2-#5 MIN OR LL 2" PREFORMED EXPANSION MATERIAL MATCH WALL VERT z SLAB ON GRADE, SEE PLAN REINF WHICHEVER Revisions IS LARGER No. Date Description 0 1 12/13/2021 FOR PERMIT ISOLATED FOOTING SCHEDULE2 -"/-"/-- ---- BEARING CAPACITY OF SOIL= 2000 PSF ALLOWABLE SIZE REINFORCEMENT CALLOUT AXIAL LOAD LENGTH WIDTH THICKNESS LENGTHWISE WIDTHWAYS ADDITONAL INFO. 0 F-2.0 8.0 KIPS 2'-0" 2'-0' 1'-0" (3)-#5 (3)-#5 90d HOOK @ END LAP SPLICE (3)-#5 CONT. BOTTOM OF FOOTING F-3.0 18.0 KIPS 3'-0" 3'-0' 1'-0" (3)-#5 (3)-#5 90d HOOK @ END PER SCHED F-4.0 32.0 KIPS 4'-0" 4'-0' 1'-6" (6)-#5 (6)-#5 90d HOOK @ END 0'-51 0'-75" 0-� #5 HORIZONTAL AT 18"o.c. Designed By : MER F-5.5 60.5 KIPS 5'-6" 5'-6' 1'-6" (8)-#5 (8)-#5 90d HOOK @ END 4 4 Drawn By: MER V-61 Checked By: AA CORNER(DOUBLE CURTAIN) NOTE' WALL ADD CONCRETE 1) ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING -FOR OFFSET FOOTINGS FURTHER CALCULATIONS ARE REQUIRED. Date : 12/03/2021 2) MINIMUM BASEPLATE 512E 15 TO BE 1'-q"x1'-q"x3 4". Scale: AS NOTED TYPICAL ISOLATED FOO s TING DETAIL TYPICAL FOUNDATION WALL DETAIL TYPICAL WALL AT INTERSECTION DETAIL 7 TYPICAL FOUNDATION DOWEL DETAIL 4 5 S-too SCALE: 1-1/2°= 1'-0" S-200 SCALE: N.T.S. S-200 SCALE: 3/4"= 1'-0" S-200 SCALE:3/4"= 1'-0" S �200 Sheet# Z CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM, SEE PLAN g (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION w I TE SIDES OF POST w ALTERNATE FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DiLandro WOOD POST, SEE PLAN J DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS L' "' Andrews FOR SIZE CONNECT TOPS OF CONNECT ROOF POST TO Err 0 I n P e r i n 0 POST/STUD BLOCKING AND LOCATION RAFTERS ON cv A ROOF FRAMING BELOW W/CS16 OPPOSITE SIDE OF RAFTER TO TOP PLATE,TOE NAILED 158 County Rd. 39 Suite 10 M o 1/2"DJ A307 THRU-BOLT 3 8d PER RAFTER RIDGE W/SIMPSON 0'-6" 1'-4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST ' COIL RAP Southampton, N.Y.11968 LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP Office: 631)259-3959 ROOF RAFTER AND ROOF COLLAR TIE TO RAFTER,FACE NAILED 3 Sd PER TIE QUANTITY Info@DiLandroAndrews.com Z SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END RIDGE BEAM, SEE SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END � RESPECTIVELY,AND ARCH, ROOF RAFTERS TO RIDGE Professional Seal PLAN FOR SIZE DWGS. FOR PITCH A 1/2"O A307 THRU-BOLT W/ WASHERS @ 16"O.C.W/ TOE NAIL 4 16d PER RAFTER N FACE NAIL PER RAFTER BLOCKING TO MATCH o (2)@ EACH END (3)16d TWOOD POST ABOVE CONNECT CRIPPLE TO WALL FRAMING ��0� New y TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT �P ENR HEADER WITH SIMPSON TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE N Y O'P MTS30 TWIST STRAP 2x BLOCKING 24"O.C. FACE NAILED BETWEEN RAFTERS STUD TO STUD,FACE NAILED 16d 16"O.C.ALONG EDGES * _ MULTI-MEMBER CONNECTION DETAIL TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 ° m 1= z 4 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED CONNECT HEADER/BEAM 2 16d PER FOOT c4, S-300 SCALE: N.T.S. STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT v TO POST/JACK AND KING J CONNECT RAFTERS TO TOP OF WALL W/SIMPSON TS12 DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. F� �97 STRONGG STUD SIMPSON TWIST STRAPS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END (8)16d AR�FESSIONP� JOINTS,FACE NAIL IN LAPPED AREA TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.AL NG AHED GE FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED 4 8d LVL GIRDER APPLICATION FACEMOUNT HANGER FOR TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE FLOOR FRAMING WALL JOIST TO SILL OR GIRDER TOE NAILED 4 8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 gd EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK SEE PLANS FOR HEADER LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SIZE AND LOCATION JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: N.T.S. WALL SHEATHING PANEL,SE "'ALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SCHEDULE SIMPSON (HOLD DOWNS S ,HEDULE DOWNS AT ALL SEE SCHEDULE AT ALL SHEAR WALL END SHEAR WALL _jSHEATHING PANEL EDGE 51EATHING PANEL EDGE END POSTS, SEE POSTS, SEE SCHEDULE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SCHEDULE ANCHOR HOLD DOWN "A". SEE SCHEDULE "A".SEE SCHEDULE SHEAR WALL END POST, ° TO THE TOP FLANGE SEE SCHEDULE OF STEEL BEAM W/ ° W THREADED ROD Q CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE S"'APSON A34 FRAMING ANGLE rn MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO I I V MATCH FLOOR JOIST DEPTH THREADED ROD 11 Z CONNECTING 1711 SEE PLAN FOR JOIST SIZE AND > S!:-E PLAN FOR JOIST SIZE AND HOLD DOWNS 11 NAIIL BOTTOM AND SHEATHING SPACING of"A11 TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING CING THROUGH FLOOR I I TO BLOCKING PER NAILING SEE SCHEDULE W PATTERN"B" SEE SCHEDULE SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE _j NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN Lj_ "A"SEE SCHEDULE 'Id," SEE SCHEDULE 0 STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SEE SCHEDULE SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS AT AT FLOOR LEVELS AT STEEL BEAMS SIMPSON HOLD DOWNS AT 2x BOT. AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END NAIL AND SHEATHING TO LVL POSTSSEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE , o BLOCKING PER NAILING Cy) o BLOCKING PER NAILING A PATTERN "B"ON SCHEDULE PATTERN "B"ON SCHEDULE M (2)-2x TOP (2)-2x TOP SOLID LVL W r BLOCKING LVL BLOCKING SOLID LVL /_BLOCKING z r LVL BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS J THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD z DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE 03 e13 ell 203 SCHEDULE SIMPSON HOLD DOWNS O z SCHEDULE SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SHEAR WALL END POST, SIMPSON A34 FRAMING SEE SCHEDULE O O ANCHOR, PROVIDE (2)- ANCHOR, PROVIDE (2)- SEE SCHEDULE POSTS, SEE SCHEDULE ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR n ° A WALL END POSTS, SEE SCHEDULE ° LVL BEAM, SEE PLAN ANCHOR HOLD DOWN WITH ( Q WALL END POSTS, SEE SCHEDULE (3)- PLY MIN.SHEATHING PANEL EDGE THREADED ROD THROUGH DOWNSSIMPSON HOLD `.J ° MIDDLE PLY OF LVL BEAM DOWNS AT O ' ' SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL o ALL SHEARWALL 2x BLOCKING,TYP.AT ALL NAILING, PER PATTERN END POSTS, SEE NAILING, PER PATTERN PANEL EDGES U PANEL EDGES "A" ON SCHEDULE SCHEDULE LLI L "A"ON SCHEDULE SHEAR WALL END POST, ��—WALL SHEATHING O W SHEAR WALL END POST, WALL SHEATHING SEE SCHEDULE PANEL, SEE SCHEDULE � SEE SCHEDULE PANEL, SEE SCHEDULE DRILL AND EPDXY IL ANCHORRODS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS AT HOLD DOWNS AT ALL SHEAR WALL END ON SCHEDULE AT ALL SHEAR WALL END ° ON SCHEDULE AT FOUNDATION POSTS, SEE SCHEDULE LEVEL, SEE° POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL Revisions TOP OF FDN.WALL OR TOP OF FON. WALL OR PLATE RECESSED No. Date Description HAUNCH SLAB SCHEDULE HAUNCH SLAB INTO LVL BEAM 1 12/13/2021 FOR PERMIT DRILLED IN ANDADHESIVE DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. 2 --/--/-- ---- ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT LVL BEAMS AT FND. LEVEL, SEE SCHEDULE � SILL TO TOP OF FND. AT FOUNDATION LEVEL 3 • AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL FOUNDATION WALL WALL OR HAUNCH � OR HAUNCH SLAB WALL OR HAUNCH 4 OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 5 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS 8 TYPICAL HOLDOWN CONNECTION DETAILS DesignedBy : MER M S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE:3/4"= V-0" Drawn By : MER Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ANCHORAGE OF P.T. SILL DRILLED IN THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: Date : 12/03/2021 MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT.AND FLOOR ANCHOR TO AND EPDXY END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHORED /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE (MIN.) OF THE INDICATED DIAMETER. 2X BLOCKING DEPTH (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED REFER TO -1"&12" LONG ANCHOR (10)-SDS 114x2 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SW-1 FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 6" O.C. 16d AT 6" O.C. HDU5-SDS2.5 5/8" 0 ATR 10" 1/2/(2)-2x 9 SHEAR WALL SCHEDULE AND NOTES S � 300 � S-300 SCALE: N.T.S. Sheet# BLOCKING PANELS BLOCKING 2X_STUD WEB STIFFENERS REQ'D MAY BE REQUIRED WITH EACH SIDE AT 133W ` DiLca. l'" dro SHEAR WALLS ABOVE OR « «- PANEL WALL AT PLATE NAIL - 16D (32") BOX PLATE NAIL- 16D (32") BOX If Andrews 16" AT 12" ON-CENTER AT 12" ON-CENTER BELOW-SEE DETAIL B1 r Engineering ON-CENTER 1OR SHEAR WALL ABOVE 158 County Rd. 39, Suite 10 4-51 FLOOR PANEL NAIL - 8D (22") FLOOR PANEL NAIL-8D (22") (MUST STACK OVER WALL BELOW) Southampton, N.Y.11968 COMMON AT 6" ON-CENTER COMMON AT 6" ON-CENTER Office: (631)259-3959 Info@DiLandroAndrews.com BLOCKING -14"TRUS JOIST 1" OR 14" PANELProfessional Seal RIM BOARD TRUS JOIST Al RIM BOARD* 2X4 MINIMUM SQUASH BLOCKS INTERMEDIATE BEARING B3 B3 NO LOAD BEARING WALL ABOVE _ � _ �� OF NE " TOE NAIL 10D (3 ) BOX TOE NAIL 1 OD(3 ) BOX W 12 MIN. AT 6" ON-CENTER AT 6" ON-CENTER �Q NENRy ko LOAD BEARING OR SHEAR WALL ABOVE BOUNYARY NAILING B 1 B 1 WHEN PRESEN(MUST STACK TER WALL BELOW m - 8D (22") COMMON REMOVE TONGUE AND GROOVE r AT 4" ON-CENTER* FROM FLOOR PANEL EDGES WEB STIFFENERS Ys BLOCKING Fp �9720� INSTALL PROPER BLOCKING SUPPORTED BY 1 E-RIM®TO REQUIRED EACH SIDE PANEL '°9p TO SUPPORT ALL PANEL ENSURE QUALITY NAILING. AT B1 W AND 132WFESSION EDGES *CONVENTIONAL CONSTRUCTION CODE A3.4 *SEE TRUS JOIST FRAMER'S POCKET GUIDE A3 A3.1 A3.2 A3.3 MINIMUM FOR USE WITH A3 ONLY. SEE B2 B2 END OF JOISTS FOR ADDITIONAL INSTALLATION TRUS JOIST FRAMER'S POCKET GUIDE FOR AT CENTERLINE SPECIFICATIONS. A3.1-A3.3 INSTALLATION SPECIFICATIONS. OF SUPPORT TJI® RIM JOIST A2 MUST HAVE 12" MINIMUM JOIST BEARING AT ENDS B4 OPTION #1: TJI@ JOIST BLOCKING WITH END BLOCKS INSTALLED AT 1 JOIST SPAN LOCATIONS USING TWO 8D (22") NAIL THROUGH 2X_, WOOD BACKER AND APPLY SUBFLOOR BOX NAILS OR22" SCREWS, TYPICAL LOAD FROM BLOCKING TJI®JOIST WEB WITH 2 ROWS 10D ADHESIVE TO ALL CONTACT PANEL (3") COMMON NAILS AT 6"ON-CENTER, SURFACES ABOVE U) CLINCHED. USE 16D (31") NAILS WITH FILLER BLOCK: ATTACH WITH TEN 10D (3") 'J 31" TJI®JOIST FLANGEWIDTHS. BOX NAILS, CLINCHED. USE TEN 16D (312') Q 2 BOX NAILS FROM EACH SIDE WITH 3 " I— TJI®JOIST FLANGE WIDTHS. USE FIFTEEN NAILS WITH TJI@ JOIST DEPTHS GREATER 130 ��P.�. Q THAN 16". WEB STIFFENERS • REQUIRED IF SIDES OF BACKER BLOCK: INSTALL TIGHT HANGER DO NOT TC TOP FLANGE (TIGHT TO z • • ' BOTTOM FLANGE WITH FACE OPTION #2: LATERALLY SUPPORT AT MOUNT HANGERS ATTACH 2X STRAPPING INSTALLED LEAST OF TJI®JOIST TOP ) 1 TOP FLANGE WITH TEN 1 OD (3") BOX NAILS, AT 3 JOIST SPAN LOCATIONS 2X4 MINIMUM WOOD c P�' �J� POS FLANGECLINCHED WHEN POSSIBLE. USING TWO 22 SCREWS PER SQUASH BACKER ` 5 ���� �O HANGER JOIST BLOCKS LL � ��4) BAi:KER BLOCK —j p11' FACE MOUNT BOTH SIDES OF OPTION #3: USE 2X4 MINIMUM SQUASH BLOCKS a C,P��� HANGER WEB WITH JOIST SINGLE DIRECTLY APPLIED CEILING CS TO TRANSFER LOAD AROUND TJI® . . V JOIST w 0- WHEN SPECIFIED ON THE LAYOUT, ONE H H2 PB1 OR MORE OF THE THREE BRACING 1= F 1 H 1 OPTIONS SHOWN MUST BE INSTALLED TRUS JOIST RIM BOARD STRAP PER CODE IF TOP OR BLOCKING FOR PLATE IS NOT LATERAL SUPPORT CONTINUOUS OVER HEADER VERIFY PARALLAM® PSL OR TIMBERSTRAND® LSL COLUMN CAPACITY AND BEAM co BEARING LENGTH. SEE CURRENT W r • TRUS JOIST Z TOP FLANGELITERATURE. J �... v • . HANGER z d o PARALLAM® PSL OR FACE MOUNT 0 z TIMBERSTRANDe LSL HANGER O O COLUMN TYP I CAL TJ I D ETAI LS 3: 0��� BEARING FOR DOOR BEAM TO BEAM BEARING AT SCALE: N.T.S. V Q L1 BEARING AT WALL L2 L3 L4 L5 BEARING AT COLUMN 0 2 OR WINDOW HEADER CONNECTION CONCRETE WALL UQ ~ SEE CURRENT TRUS JOIST PROTECT UNTREATED WOOD FROM w M LITERATURE FOR FRAMING DIRECT CONTACT WITH CONCRETE r LLQ CONNECTORS a Revisions 4" 1'-4" 1'-4" SEE PLANS No. Date Description "P"-SEE NOTE 2 FOR STEEL SEE PLANS 1 PLATE SIZE FOR STEEL 12/13/2021 FOR PERMIT PLATE SIZE 2 --/--/-- ---- 3 --/--/-- ---- ZSTEEL PLATE 4 --/--/-- ---- TO BE FLUSH 5 --/--/-- a I Y 3"1 WITH WOOD W STEEL PLATE w _ _ _ _ _ _ FRAMING TO BE FLUSH Designed N WITH WOOD Dned B FRAMING g By: MER �— Q SECTION A-A SECTION A-A Drawn B MER 3/4"0 BOLTS W/WASHERS @ s 2-LVL 3-LVL Y � O.C. @TOP AND BOTTOM W/(2) Checked By: AA BOLTS @ EACH END, TYP. NOTES: 1. USE 1 3/4"x LVL AS PER PLANS. 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. 3. WHERE CONCENTRATED LOAD EXISTS ("P") AND BEAR Date : 12/03/2021 ON FLITCH BEAM, LOCATE (3) 3/4"0 BOLTS STAGGERED Scale: AS NOTED AS SHOWN. 1 TYPICAL FLITCH PLATE DETAIL S � 301 S-301 SCALE: 3/4"= 1'-0" Sheet#