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HomeMy WebLinkAbout51294-Z hod%oe SouryO!° Town of Southold * * P.O. Box 1179 • ion 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46465 Date: 09/03/2025 THIS CERTIFIES that the building DECK Location of Property: 5040 The Long Way East Marion, NY 11939 Sec/Block/Lot: 21.-5-17 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/30/2024 Pursuant to which Building Permit No. 51294 and dated: 10/18/2024 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: Upper-level deck addition to existing single-family dwelling as applied for. The certificate is issued to: Chryssiadis M Fain Int Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: A o ed ig ature �o4 TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE 00uM4, yo 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#: 51294 Date: 10/18/2024 Permission is hereby granted to: Chryssiadis M Fam Int Trt 25 North River Rd Stuart , FL 34996 To: construct deck addition to existing single-family dwelling as applied for. Premises Located at: 5040 The Long Way, East Marion, NY 11939 SCTM# 21.-5-17 Pursuant to application dated 08/30/2024 and approved by the Building Inspector. To expire on 10/18/2026. Contractors: Required Inspections: FOOTING/REBAR, FRAMING/STRAPPING , DRAINAGE, FINAL, Fees: Single Family Dwelling- Addition&Alteration $320.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total S420.50 --- — — ----------------- uilding Inspector i OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ FOUNDATION 1ST/REBAR [ ] 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 RE ARK 0 A fpA CNV [n DATE INSPECTOR OE SOGIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUND TION 1ST/ REBAR [ ] ROUGH PLBG. [ ] F NDATION 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: DATE g -,-"a&l INSPECTOR l OF SOGIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [A FINAL 14� [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR S: qr DATE �� INSPECTOR FIELD INSPECTION REPORT DA E COM ENTS ul FOUNDATION (1ST) (S�j ------------------------------------- C DO FOUNDATION (2ND) m O O GO �y ROUGH FRAMING& PLUMBING s `1 J INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS Jr LA (4 Ral'd 20 P t-c.0 r-e 08?38 tA-%P% Nib Z •rn Q\moo O�p may,, x x d b i I I �a5uff0 k o TOWN (fir+� Y � ttt �O�(J'I'>EI®L I)—13CIILI�TI�C DEPARTMENT `]'own Hall Annex 54375 Main Road P. O. Sox 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowrznv.gov Ql p" Date Received APPLICATION FOR BUILMNG PERMIT � � C � � 1 For Office Use Only !r�► i PERMIT NO. Building Inspector: A UG 3 O 2024 Applications and foi ms must be,filled out In theirrentireCy: Incomplete �c`:I If�;�CaPE'rUnant appllcpions will not be`accepted Where the Applicant is not the'ownet,an s 0%'11 01 :Soufhoid W Owners Autltorization'form'(page 2)sfiall be completed. Date: zy OWNCR(SJ OFhROPERTY Name: /�/e�' C r�J .�S/,�O/>! SCTM# 1000- Project Address: 60,5k' � (�®A/�-(� ,SOv 6W N_% //7/,39 Phone#: '7? Z. - ITT :0 y/;g Email: r cre pLl 0,.0 M aw toA Mailing Address: 50 ` o "G- L®A!!r- W.4.7 ,iZ. It4 oe rl pv f. CONTACT PERSON r Y — n Name: �� W Mailing Address: G! pq .4 „/ $�- �S l� �l. /1 Phoneth //© 5;,g7(o K=j-3 Email: p �-�P►N DESIGN PROFESSIONAL INFQRMATION s . b ` Name: pEaNj S f'n 4'cvG'I /i. 04 . Mailing Address: (� t,,/, vU A-ins {-r. ®cis 'L fled-a M--J, //—7/ Phone#: 12- - S'?76, y -lo Email: p�+Et-C�oyJ9E" i'n��, lord :CONTRACTOR INFORMATION g t Name: /7e7� S7-Ev6!�M Z-E-T/M-0A-G- i Mailing Address: Phone#: q17 _.. Email: S-�PHE-A/e CZ_— pg444 �� CoA4 DESCRIPTIONOF�PRQPOSED CONSTRUCTION . ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Will the lot be re-graded? ❑Yes 15&0 Will excess fill be removed from premises? ❑Yes f No" 1 1 i i i 1 PROPERTY INFORMATION Existing use of property: Its Intended use of property: r rAVA Jlt 1; Zone Or use district in which premises is situated: Are there any covenants and restrictions with respect to ® this property? ❑Yes �lo IF YES,PROVIDE A COPY. Check 13ox:After Reading; The owner/contractor/design'pfofesslonal Is reslionslble forall draimg�and'siorrn water'issues as.provIded by, ChIpter-236 of the Town Cade APPL]CATION,IS HEREBY MADE to.the,Building Department for theiissuince of a Building Permit oursriant'to the Building Zone, Ordinance of the Towlnof Southold,,Suffoilc County New York and other applicable Laws;Ordinances or Regulations forthe coiistructi'oh'of burldnigs, additions,alterations or for removal or tlemohti ii as hereln''descnbedy The applicant agrees to comply with all,applicable laws,,ordinance's,,bAding code, housing_code aiid.regulatrons and Eo admll authorized inspectors on premises aiid;m bu{iding(s)for.necessary inspections False statements"made herein are, punishable as a Class A rnisdemeanor pursuant't,oBectioL210.95:of the New Yoilc State:Penal Law Application Submitted By(print name): I/AuthorizedAgent Downer Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF �JM,$A.vk being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (4)heisthe 4-6eN+ �4`L- d0!✓E'�.. (C@4 twcftr,Agent, COiapeir ,te-effcer,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 5 74 20 a //'L t r�� NotaLu�lstration STA j ji Public, State of New Yor #01 BA6323063 alified In Suffolk County PROPERTY OWNER AUTHORIZATIOR! sion Expires Ap 13,County0 (Where the applicant is not the owner) I, �!5�IA,0�residing at J d Y -714E- X6, W1 4-fey0l✓ do hereby authorize �! �'A4;fN / to apply on. my be f to the Town of Southold Building Department for approval as described hereiin. V. Owner's Sign It ure to I i Print Owner's Name i 2 { oystry Bat ; Dr�ralf�t�� ng 68 West Main Street LETTER OF TRANSMITTAL Oyster Bay,NY 11771 DATE: La 7 JOB N0: Z 7 (516) 922-5976 : ' 'info@oysterbaydrafting.co h �l A"1rE' zoN: w-: AUG 0 2024 TO: RE: �o,�c� We are sending you 0 Attached 0 Under separate cover via the following items: 0 Shop Drawings 0 Prints Plans o Samples 0 Specifications 0 Copy of Letter 0 Change order 0 COPIES DATE NO. DESCRIPTION These are transmitted as checked below: x . For approval 0 Approved as submitted 0 Resubmit copies for approval 0 For your use 0 Approved as noted 0 Submit copies for distribution 0 As requested 0 Returned for corrections 0 Return corrected prints 0 For review and comment 0 0 For bids due Remarks: Copy to: Signed: Z5;oex -TITLE NO.7908-03616 fiI'I:'.);i:11?1 P !JF I AL'1•f•! WAY '0! L7Y 5 PP•1 3 56 ��NG c \ O_N_ 7•S' ' /i 9 •„ P a W � O �•� �•�1. 3A„a ' rn 10� �,� AA,Ii+•' m Tt .L LA ' L°8� 0 sA•ft. Area 2 M § E�shl3 5'6D2813p"lN. oYOH p AREA f ll�ll Open 5poce i TNE 57-RANO SUf'POLIt COUNTY ]31ULTS DUFART7I NIX SURVEY FOR APR.8 1981 MICHAEL THALASSINOS a CHRISTINA THALASSINOS DEC.19,1980 MAY 5 19�� EIo n, It rya • o, �z-�� II OCT.21,1980 JILT fh J LOT 74 MAP OF PEBBLE BEACH FARMS FEB,I4,19e0 1`ITD soviapo disposal and water Sut)T')xY AT EAST MARION DATE: NOV. I,1979 Pacilitles for this location havo boon TOWN OF SOUTHOLD SCALE: 1°-40' inspooted by this dopaartIVOnt and found SUFFOLK COUNTY, NEW YORK NO. 79-69t t0 be satisfacto ryo P ( 1 }"/�/I ylly(UTHORIZED AL TERATION'OAADOITION TO THIS GUARANTEED TOE CHICAGO TITLE INSURANCE CO. (> ti-+ �r �•,Q CJ �C..{! ' $UTtV£Y IS A VIOLATION OF SECTION T2.09 OF THE 7 NEW YORK STATE EDUCATION LAW (+Ili OS of General LnLrtnDorJnW #COPIES OF THIS SURVEY NOT BEARING THE LAND ( OF Services SURVeYOR•S INKED SEAL OR EMBOSSED SEAL SHALL r�C P'�'_•„�LFGl, NOT BE CONSIDERED TO BE A VALID TRUE COPY /� Y KGUARANTEES INDICATED HEREON SHALL RUN ONLY TO HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE O PERSON FOR WHOM THE SURVEY IS COMPANY, E AND ON MID BEHALF TO THE TITLE COMPANY,GOVERN- y+ .�• ,�� H NEAREST WATER MAIN,Mi.t #SOURCE OFWRTER-PRIVATE—PUBLIC Z MENTAL AGENCY AND LENDING INSTITUTION LISTED N DUFF CO.TAX MAP DIST -22 SECTION 1 D1 DUCK S LOT 1L HEREON,AND TO THE ASSIGNEES OF THE LENDING �•i+. 2 HTHERE ARE NO OWELLINO! WITHIN 100 FEET OF THIS PROPERTY INSTITUTION.GUARANTEES ARE NOT TRANSFERABLE OTHER THAN THOSE SHOWN HEREON. TO ADDITONAL INSTITUTIONS OR SUBSEQUENT :ie �y H THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE OWNERS / h *DISTANCES SHOWN HEREON FROM PROPERTY LINES I WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT TO EXISTING STRUCTURES ARE FOR A SPECIFICOf HEALTH APPLICANT, URPOSE ppOpERtTYAND LINESRE NOT OR FORTTHE£USED TO ESTABLISH ERECTION OF FENCES w,Lr1NU SURv�•y„r ADDRESS TEL. YOUNG a YOUNG RRHEAD,NEW YORK � 9-MONUMENT O oSTAKE SUBDIVISION MAP FILED INTHEOFFICE OFTHE CLERK OF SUFFOLK COUNTY ALDEN W.YOUNG,PROFESSIONAL ENGINEER ON JUNE 11,19T5 AS FILE NO.GtGG AND LAND SURVEYOR N.Y.S.LICENSE NO.12845 HOWARD W.YOUNG, LAND SURVEYOR #THE LOCATION OF WELL(W),SEPTIC TANK(ST)a CESSPOOLS(CP)SHOWN MERLON 14 NY.S LICENSE NO.45893 ARE FROM FIELD OGSERVATIGNS AND OR DATA OBTAINED FROM OTHERS IDi Pu:I 1U99.1 ,, 0 .241 #5040 THE. LONG WAY o00 , ° 50' 00 � N �� � - I CHRYSS 5 R 5 D 4-- C PROPOSED 116 HGT. RETAINING WALL #5040 THE LONG HAT - SOUTHOLD \, Y - Ilq3q PROPOSED EXPANDED _ IN —PROPOSED STEPS DN UPPER LEVEL DECK < TO PROP. PATIO LEVEL A EXf.ST IR 40.00, PROPOSED PATIO UNDER DECK17° Q +-181' HGT. C) m W� r.-T, EXIST. I -STORY 6.00 - FRAME I FAMILY s APPD VED AS DOTED pWLG. DATE: �� B.P.# � '1 7.4a' FEE COMPLY W NOTIFY B I N ITH ALL COE ;S OF BUILDING DEPARTMFNTAT YORK STATE& TOWt _ 631-765-1802 8AM TO 4PM FOR THE AS REQUIRED AND CONDI 1 iONSES 56.00' 00 O ' 2q qO---- _I FOLLOWING INSPECTIONS: 0• >v I. FOUNDATION-TWn RFnr rrnrD vv lr ^��E O A4.O 34.0 FOR POURED(Ci. r.: SOS"r ;,',f I� 10.41' 16.41' m 2. Rol ir, ' 5JL,. O A l I[ O g I 4. 'IL��V nrn FINAL-Ccit-!s TRUCTiON NiUST 6.►' b.l' ALL ^s Prr,_,> ;�r ..0. - r'.�i 1 eF A,_l.. MEET THE J'�r REOUI?E,,.J E^ITS OF Till,_CODES OF NEW 2`11 2`11 g Yovir, STATE. N-JT RESPONSIBLE FOR QD _ 0.41 QDQ - 20.41' I RESIGN OR CONSTRUCTON F.ARORS 39.31' 39.31' 00C P A NC Y Ci -, OT COVERAGE AREA DIAGRAM - OT USE IS UNLAWFUL COVERAGE AREA DIAGRAM - SCALE:I" = 20' SCALE:I" = 20 I RETAint CT^r,�,R ��r�T�� �rl�Inr VVITHOUT CERTIFICAT[ Or Trc luivviq UL'c'. ..., OF OCCUPA,NOY I V CV LOT COVERAGE CALCULATIONS LOT COVERAGE CALCULATIONS Ln LETTER DIMEN5ION5 (LINEAR FFF r - SQUARE FOOTAGE LETTER DIMENSIONS (LINEAR FEET) SQUARE FOOTAGE ��- A 30.g7 X 2q.7 glq.80q SF A 30A7 X 2q.7 glq.809 SF B 6.1 X 26.53 161.833 SF B 6.1 X 26.53 161.833 SF C 20.41 X 34.0 03AZIO SF C 20.41 X 34.0 03140 SF D 2q.7 X 6.0 178.200 SF D 2q.7 X 6.0 178.200 SF E 10.41 X 23.3 242.553 SF E 16.41 X 23.3 382.353 SF TOTAL LOT COVERAGE............. 21%.3350 SF TOTAL LOT COVERAGE............. 2336.1350 51` _ O ROPOSED LOT COVERAGE DIAGRAM offT�OSED LOT COVERAGE DIAGRAM `n SCALE: SCALE: - CY7 0 m I ZONING CALCULATIONS z ENERGY NOTE: SECTION: 21 BLOCK: 5 LOT: 17 ZONE - R40 _ ' TO THE BEST OF NY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN LOT AREA = 25,770 SF � 7// �J° 28 I 301I w - COMPLIANCE WITH CHAPTER 0 NEW YORK STATE REQUIRED EXISTING PROPOSED 105.00I RESIDENTIAL CODE (2020 NYSRC) AND R 03.2 OF THE INTERNATIONAL ENERGY CONSERVATION CODE LOT COVERAGE PRIMARY DWELLING.............. ....................... ..... 1,775.57 SF 1,775.57 SF PORTICO / PORCH................. ....................... ..... 00 SF 00 SF SURVEYOR NOTE: DECK..................................... ....................... ..... 420.75 SF 560.55 SF PLOT PLAN GENERAL CONTRACTOR TO HIRE THE SERVICES TOTAL LOT COVERAGE 5.754 SF 21g6.320000 SF 2336.120000 SF OF A LICENSED SURVEYOR TO STAKE OUT THE 20.00 % 7634.063 % 811q.g86 % I _-- - --- ---- - -- - - ---- - - -- --- NIE_ W DECK IN ORDER TO MAINTAIN REQUIRED SCALE:I11 = 2OI YARDS AS INDICATED ON THIS PLAN. FLOOR AREA FIRST FLOOR........................ ....................... ..... 1,775.57 SF 1,775.57 SF TOTAL FLOOR AREA N/A SF 1775.570000 SF 1775.570000 SF 6i C'EG'rlOx: __2I N/A % 6171.602 % 6171.602 % FRONT YARD SETBACK (PRIMARY)......... 50.00 FT 50.04 FT 45.6 FT BLOCK: 5 THIS IS AN ARCHITECTURAL SITE PLAN STREET NAME A BASED ON INFORMATION SNONN ON A FRONT YARD SETBACK (SECONDARY)..... 50.00 FT 43.4 FT 43.4 FT LOT: 1-1 STREET NAME B AREA: 261-1- 0 51 SURVEY PERFORMED BYNONARD N.YOUNG REAR YARD SETBACK.......... 50.00 FT 144.21 FT 144.21 FT DATED: 4--8--I q8 SIDE YARD SETBACK ZONE: R-40 SIDE YARD........................... 15.00 FT 2q.q FT 2q.q FT SIDE YARD.......................... 0.00 FT N/A FT N/A FT TOTAL SIDE YARD SETBACK 15.00 FT 2q.q FT 2q.q FT BUILDING HEIGHT.................. 35.00 FT 20.10 FT 20.10 FT LOT WIDTH............................. 175.00 FT 105 FT 105 FT LOT DEPTH............................ 250.00 FTJ 271.g5 FTI 271.g5 FT REVISIONS TO PRELIMINARY DRAWINGS: F SIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ���b`� ?C 11 SHEET TITLE GONSTRUGTION DO(UMENT5 # DATE: 8Y: 8Y: # DATE: BY: ARCS �Po Ilu i PROJECT NAME2 2 � • a v r A � GHRYSSIADIS RESIDENCE 3 y 5040 THE LONG MY,EAST MARION,NY-IIg5� 3 S 01'STE:R BA1' DRAFT I NCB • - • ..® • • SHEET NO. , � y 4 4 't ^� ., f1 DATE: 5-I3-24 r11 •. � ! � d AND ARCH I TE:GTURE:, P.G. 11 •.a3z9, y�2 dd "°'� 68 WEST MAIN STREET OYSTER BAY, N.Y. 11�71 scALE: A5 NOTED O� s OF NE e� (516) q22-5q-76 (FAX) q22-6255-7 ®��P+� E 1w®� WEB: WWW.OYSTERBAYDRAFTING.GOM EMAIL: ARGHITEGT@OY5TERBAYDRAFTING.GOM JOB No: 24058 i NEW RETAINING WALL SEE DETAIL "A" SHEET # 10'-61 ,- - - - - kEW - - -,- - - - - - - - - -j- - - 1-7 El cil I I Lu EX.DN N EXIST. Lu I I � I I m �I m HOUSE o �I EXIST. _ � � HOUSE C, w A A A A 3 3 e I I 3 3 4 <IEXPAND. _ r Cl DECK NEW 4"th PC(SLAB ON GRADE o� W/WWF66-1010,E MIL POLYETHYELENE _� I VAPOR BARRIER. Q - N r I � Q (V ' / I N I 5/4"W' CEDAR x NEW 2"XIO" ACQ Dj, @ 16" O C DECKING I , EXIST.DJ.TO BE REMOVED - L_ - - - - - - - - - - I..n r I EXIST. EXIST. I (b ICN I I `p� I - --�I - - - - - - - - �' - - - - - - - - - - - - - - - - - o - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - ' I Lj I 10'-6" 2q'-8" - - -6 - - - -� 8"XS" NEW PERMACAST - STRUCTURALFI BERG LASS COLUMN DN TO 3'DEEP X 28'_10 12"PC.PIER 6 pll 39'-411 29'-8" 28'-II"(::) Ip LONER LEVEL PARTIAL FLOOR PLAN OL P�� L�V�L PA��I�L FLOOR PLAN -- SCALE:I/4 - I -011 REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: v°���RED AF? `°; ,` SHEET TITLE OONSTRUGTION DOCUMENTS # DATE: BY: # DATE: BY: # DATE: BY: ®4®� <<;N\S M. MF•�/T��`''P Q� �+ Iln I I �� •�� ® a �° PROJECT NAME GHRY551ADIS RESIDENCE K� 5040 THE LONG NAY ,EAST 2 � = d �v EAST MARION,NY-IIg3`� 3 5 5 ' OYSTER 5Y DRTI�IC� SHEET NO. 4 4 4 •a 5 5 d AND AROHITEOTURF F.C.Tj •'•.• ta329.•••• Q��� d A � DATE: 5-I3-24 Q 9T •....... y0`ae fla 5GALE: AS NOTED d 6 6 6 FpF NEON �' a 68 WEST MAIN STREET OYSTER BAY, N.Y. II'7'71 of �0eeett'tll", ` Pia (516) -122-5q-i6 (FAX) �122-6255 BY: M.M. � Q� 1 WEB: WWW.OY5TERBAYDRAFTIN6.C.OM EMAIL: ARGHITEGT@OY5lfERBAYDRAFTIN6.GOM SOB No: 24058 i I EXIST. EXIST. HOUSE EXIST. EXIST. NEW METAL WIRE ' RAILING EXIST. 2nd. FLOOR NEW METAL HIRE RAILING - -- -- ----- _- 5/4"X6" CEDAR o - -- _ DECKING - -- -- N rn I I _1 _ 15t F.F. - - - - Ist F.F. XS 8" " NEW PERMACA III - - - - - o - - ~ - STRUCTURALFIBERGL 55 (2)2X12 ACO EXiSC' ;;- " %':;/- EXIST.: ,,. r NEW 2"XIO" ACO DJ @ 16" O.C.- COLUMN -' DN TO 3'DEE X EXIST. I st. FLOOR - '% r-'r " AREA (0F NEW DECK �r, r 12 PC.PIER r, r %, i ,.. I , ..;.: �",r,,,;;; ". �>:, ," �,-<;; .,,. :`.,; I. ,. ,. .,. ,., ,, :. 8 X8 NEW PERMACAST NEW RETAIN. WALL " STRUCf"URALFI BERG LASS - - � - (2)2XI0 ACO LEDGER TO BE i/2 -, COLUMN DN TO 3 DEEP X 1 Q I DIAM.LAG BOLTED @16"OC STAGGERED ' 12 PC.PIER co� NEW DETAIN. WALL -------- ----------- I GRADE VARIES. - - - - - - - - - - - - - - GRADE VARIES o = - -I- - IN WALL LINE OF NEW FNDN.Z i i L NIIE� SHEET # SEE DETAIL gI 4 t PC SLAB ON GRADE W/WWF66-1010,E MIL ��ON� ELE Y ATION POLYETHYELENE VAPOR BARRIER. c SCALE:1/41' V-011 --------- ---- (:) SCALE:114 V-011 CROSS SECTION "All- --------------------- EXIST. HOUSE EXIST. HOUSE -- - NEW METAL WIRE EXIST. EXIST. EXIST. RAILING o = ! I N O O - O / NEW METAL WIRE Ist F.F. i ----- - RAILING 8"X8" NEW PERMACA5T AREA OF NEW DECK EXIST. STRUCTURALF I BERG LASS NEW RETAIN. WALL r ' COLUMN DIN TO 3'DEEP X r,� EXIST. 12"PC.PIER - j o I Tye co �� NEW RETAIN. WALL GRADE VARIES-o GRADE VARIES - - - - = PATIO F.F. J L - _;—LINE OF NEW FNDN. I I I I - - - _ I I I I � I I 1- T -f - - f--LINE OF NEW FNDN. I I I I I I I I I I LJ L_ —I LJ L— J LJ SI D E ELEY�Ti_o - --------------------------------- SCALE:1/4" = 1'-0" REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: �bL� Ep ,qRC'//` SHEET TITLE GONSTRUiGTION DOCUMENTS # DATE: BY: DATE: BY: # DATE: BY: �® . 'S'�,'® a ➢� Ilu 2 2 2 �� A'. ,�� " �K� PROJECT NAME GHRY55IAD 5 RESIDENCE d 5040 THE LONE hAY,EAST MARION,NY-IIg5q 114 q ^ • SHEET NO. OYSTER E3AY DRAFTING P �- d - �� AND ARCHITEOTURE P.O. DATE: 5-15-24 �® QD 5 5 5 del, °'� T 832g'•°yOQoe� dd� "`£ , 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 SCALE: AS NOTED OF 6 n 6 or- NEW ��� �� Il,� ��a BY: Q� (516) C122-5g76 (FAX) Ci22-6255 M.M. 7 7 7 /�It616�e WEB: WWW.OYSTERBAYDRAFTING.GOM EMAIL: ARCHITECT@OYSTERBAYDRAFTING.GOM JOB NO: 24058 - — I AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS FOR CUSTOM 14 2 FAMILY CUSTOM HOMES CGENERAL LI&HTING NOTE5: FIRE RE515TANCE GENERAL ELECTRICAL NOTE5: GENERAL CONTRACTOR NOTE5: FRAMING DETAIL FOR HURRICANE TIES t NAILING SCHEDULE (PER SECTION R313 OF THE X20 I,R,C,) REOU I REMENT5: ACCORDANCE TO COORDINATE ALL LIGHTING REQUIREMENTS - WIRING METHODS SHALL BE IN AGGORANGE WITH SECTION - VERIFY ALL PITCH ANGLES PRIOR COMMENCEMENT OF WORK, ANY WOOD FRAME CONSTRUCTION MANUAL: TABLE 3.1 GENERAL CONTRACTOR S ALL FURNISH INSTALL COMPLETE WITH OWNER. PROVIDE ARTIFICIAL ILLUMINATION SOURCES E5501 OF THE 2020 NY5 RESIDENTIAL CODE. ALLOWABLE DISCREPANCY WITH ANGLES, CONTRACTOR MUST PROVIDE THE CORRECT NAILING SCHEDULE FIRE SUPPRESSION "WATER SPRINKLER HEAD SYSTEM' AS PER THE REGULATIONS 4 REQUIREMENTS OF THE NATIONAL FIRE (MIN. AVG. ILLUMINATION: 6FG) WITH WALL 5WITGHE5 IN ALL - PROVIDE (1) LAYER 5/8"TH. TYPE-X GWB APPLICATIONS FOR WIRING METHODS SHALL BE IN ANGLE IN ORDER TO MATCH ELEVATIONS. VERIFY ALL FIELD CONDITIONS PROTECTION ASSOCIATION 13 (NFPA-13D;) OR THE REGULATIONS 4 REQUIREMENTS OF SECTION P2904 OF THE 2020 I.R.C. HALLWAYS, BATHROOMS, WALK-IN CLOSETS, $ CELLAR ONE (1) HR RATED ON ALL INTERIOR ACCORDANCE WITH TABLE E3801.4 OF THE 2020 NY5 PRIOR TO CONSTRUCTION. NUMBER OF NUMBER OF SPACES. REFER TO "ELECTRICAL NOTES" SECTION ON SHEET WALL5 AND CEILING OF GARAGE RESIDENTIAL CODE. GENERAL INSTALLATION AND SUPPORT JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING "WATER SPRINKLER HEAD SYSTEM" DESIGN ENGINEER PROFE55ONAL SHALL BE RETAINED BY THE OWNER THROUGH N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS REQUIREMENTS FOR WIRING METHODS SHALL BE IN - ALL CONNECTION DETAILS DESIGNED FOR WORST CASE SCENARIO; ROOF FRAMING COORDINATION WITH THE GENERAL CONTRACTOR. - PROVIDE (I) LAYER 5/8"TH. TYPE-X GWB ACCORDANCE WITH TABLE E3802.1 OF THE 2020 NYS CONTRACTOR SHALL ALERT ARCHITECT IF SUBSTITUTIONS ARE INTENDED RAFTER TO TOP PLATE TOE-NAILED SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER "WATER SPRINKLER HEAD SYSTEM" DESIGN ENGINEER PROFESSIONAL SHALL SUBMIT SCALE DRAWINGS SNOWING ALL SPRINKLER AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT -ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE ONE (1) HR RATED ON ALL GEILIN65 OF RESIDENTIAL GORE (ALL CHANGES MUST MEET THE 2015 WFGM MANUAL CEILING JOIST TO TOP PLATE TOE-NAILED SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST HEAD LOCATIONS, TYPE, WATER FLOW PIPING REQUIREMENTS 4 SHUT-OFF VALVE INFORMATION FOR BUILDING DEPARTMENT FINISHED CELLAR - EACH NEW APPLIANCE FOR KITCHEN 4 LAUNDRY AREAS CEILING JOIST TO PARALLEL RAFTER FACE-NAILED SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP REVIEW, APPROVAL 4 RECORD. CONFORMANCE TO THE NATIONAL ELECTRICAL GODS, W - ALL MICORLAM'5 (ML) ARE BOISE VER5A-LAM 2,800 P51 4 1.75" WIDTH CEILING J015T LAPS OVER PARTITIONS FACE-NAILED SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP GOVERNING MUNICIPALITY AND NFPA 72. SHALL HAVE A DEDICATED CIRCUIT, MIN 20 AMP CAPACITY- PROVIDE (1) LAYER 5/8"TH. TYPE-X GB , (UNLESS NOTED OTHERWISE) COLLAR TIE TO RAFTER FACE-NAILED SEE TABLE 3.6A SEE TABLE 3.6A PER TIE HEAD LOCATIONS 4 ANY OTHER FIRE SUPPRESSION ITEMS AS SHOWN ON THESE PLANS SUBJECT TO RECONFIGURATION 4 ONE (1) HR RATED ON ALL INTERIOR (VOLTAGE AS PER MFR5 REQUIREMENTS AS PER SECTION. BLOCKING TO RAFTER TOE-NAILED 2- 8d 2- IOd EACH END QUANTITY CHANGES AS DETERMINED BY THE "WATER SPRINKLER HEAD SYSTEM" DE51GN ENGINEER PROFESSIONAL. - CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, WALLS AND CEILING OF MECHANICAL ALL "SMALL APPLIANCE RECEPTACLES" IN KITCHEN - CONTRACTOR TO FIELD VERIFY EXISTING LOAD-BEARING/ STRUCTURAL RIM BOARD TO RAFTER END-NAILED 2- 16d 3- 16d EACH END ALL WIRING FOR NEW 5WITGHE5, FIXTURES AND RE-CIRCUITING LOCATIONS SHALL BE WIRED TO A MINIMUM OF TWO (2) WALL FRAMING NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF ROOM DEDICATED 20 AMP CIRCUITS AS PER E3a01.3 OF THE 2020 CONDITIONS/ JOIST DIRECTIONS UPON START OF "LIGHT" WORK (REMOVAL EXISTING FIXTURES AND LABELING OF CIRCUIT BREAKERS TO _ PENETRATIONS THRU WALLS � GEILING5 NY5 RESIDENTIAL GODS. OF WALL FINISHES/ SUBSTRATES); ALERT ARCHITECT OF ANY TOP PLATE TO TOP PLATE FACE-NAILED 2- 16d 2- 16d PER FOOT FOUNDATION REGUIREMENT5: INDICATE CIRCUIT USE; FURNISH NFBU CERTIFICATE AT DISCREPANCIES BETWEEN APPROVED PLANS $ EXIST. CONDITIONS TOP PLATES AT INTERSECTIONS FACE-NAILED 4- 16d 5- 16d J015T - EACH SIDE BETWEEN THE GARAGE AND ADJACENT IMMEDIATELY STUD TO STUD FACE-NAILED 2- 16d 2- 16d 24' O.C. COMPLETION OF WORK. AREA5 SHALL BE PROTECTED BY FILLING - PROVIDE ARC-FAULT GIRGUIT-INTERUPTER PROTECTION FOR HEADER TO HEADER FACE NAILED 16d 16d 16 O.C. ALONG EDGES -ALL SPECIFIED P.G. FOUNDATIONS THE OPENING AROUND THE PENETRATING ALL NEW CIRCUITS AS PER SECTION E3a02 OF THE 2020 NYS TOP OR BOTTOM PLATE TO STUD END-NAILED SEE TABLE 3.5A 5EE TABLE 3.5A PER STUD - CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION RESIDENTIAL GORE. - PROVIDE VALLEY FLASHING @) ALL VALLEYS; PROVIDE STEPPED BOTTOM PLATE TO FLOOR JOIST BANDJDI5T COMPLY W/ 4.1 A NY5 RESIDENTIAL ITEM WITH APPROVED MATERIAL TO FLASHING @ ALL WALL/ SLOPE ROOF INTERSECTIONS; GOR-A-VENT + + 2- 16d4� 2- 16d'' PER FOOT GORE: R404.1 AND R403 AND QUANTITY OF LIGHTING FIXTURES AND 5WITGHE5 PRIOR TO RESIST THE FREE PASSAGE OF FLAMES 4 FLASHING AS REQ'd ENDJOIST OR BLOCKING FACE-NAILED PROVIDING BID ON PROJECT. PRODUCTS OF COMBUSTION AS PER - PROVIDE MIN. ONE (I) WALL SWITCH CONTROLLED LIGHTING FLOOR FRAMING -ALL SPECIFIED P.G. FOOTING COMPLY SECTION R302.5 OF THE 2020 NYS OUTLET IN EACH HABITABLE ROOM, ALL EGRESS EXTERIOR - ALL FASTENERS/ CONNECTORS USED IN CONNECTION W/ AGQ WD. SHALL J015T TO SILL TOP PLATE OR GIRDER TOE-NAILED 4- 8d 4- IOd PER JOIST W/ 2020 NY5 RESIDENTIAL CODE - CONTRACTOR MUST VERIFY WITH HI5 LICENSED ELECTRICIAN RESIDENTIAL CODE LOCATIONS, GARAGE DOOR LOCATION $ AS ADDITIONALLY BE 51MP50N "ZMAX" RATED BRIDGING TO J015T TOE-NAILED 2- 8d 2- 10d EACH END R403.1 IF AN UPGRADE OF ELECTRICAL SERVICE 15 REQUIRED FOR NOTED PER SECTION E4001 OF THE 2020 NY5 RESIDENTIAL BLOCKING TO J015T TOE-NAILED 2- 8d 2- lod EACH END THIS PROJECT PRIOR TO 5UBMITTING A BID. - FIRE-BLOCKING SHALL BE INSTALLED CODE. - CONTRACTOR TO COORDINATE FINAL LEADER/ GUTTER REQUIREMENTS 4 BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3- 16d 4- 16d I EACH BLOCK - FOUNDATION WALL TO EXCEED 4" BETWEEN ALL STORIES 4 BETWEEN TOP LOCATIONS LEDGER STRIP TO BEAM FACE-NAILED 3- 16d 4- 16d EACH J015T - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, , ABOVE ADJACENT FINISHED GRADE A5 METERS STORY 4 ROOF SPACE. FIRE- BLOCKING - ELECTRICIAN SHALL CONFIRM THAT AT LEAST ONE JOIST ON LEDGER TO BEAM TOE-NAILED 3- 8d 3- IOd PER JOIST SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FOR THE THERMOSTAT 15 PROVIDED FOR EACH SEPARATE HEATING $ BAND JOIST TO JOIST END-NAILED 3- 16d 4- 16d PER J015T PER R404.1.6 OF THE 2020 NY5 SHALL AL50 BE INSTALLED IN RESIDENTIAL GORE PROJECT. CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT CONGEALED SPACES OF STUD WALLS d COOLING SYSTEM AS PER THE REQUIREMENTS NOTED FOR - CONTINUOUS GUTTERS $ LEADER SYSTEM W/ SPLASH BLOCKS TO BE BAND J015T TO SILL OR TOP PLATE TOE-NAILED 2- 16d 3- 16d' PER FOOT COORDINATED BETWEEN CONTRACTOR � OWNER OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO PARTITIONS, INCLUDING FURRED SPACES, COMPLIANCE WITH SECTION N1103.1 OF THE 2020 NYS ROOF SHEATHING COMMENCEMENT OF WORK 4 BIDDING PARALLEL ROW5 OF STUDS OR RESIDENTIAL CODE. - PROVIDE CONTINUOUS RIDGE VENTS FOR ALL NEW ROOF RIDGES STRUCTURAL PANELS 8d IOd SEE TABLE 3.10 STAGGERED 5TUD5 $ AS ADDITIONALLY DIAGONAL BOARD SHEATHING CCQ 16-5DSI/ 4x2 y NOTED IN SECTION R302.11 OF THE 2020 - CONTRACTOR TO COORDINATE ALL LIGHTING I'X 6" OR I"X 8' 2- 8d 2- 10d PER 5UPPORT FASTENERS TO BEAM - PROVIDE ICE � WATER SHIELD FROM FASCIA � WITHIN 2' HORIZ. _ _ REQUIREMENT5 WITH OWNER. PROVIDE ARTIFICIAL " NY5 RESIDENTIAL GORE DISTANCE FROM THE INTERIOR SIDE OF THE EXT. WALL; TYP. FOR ALL NEW I X 10 OR WIDER 3- 8d 3- IOd SUPPORT FASTS I/ 4x2 ILLUMINATION SOURCES (MIN. AVG. ILLUMINATION: 6FG) WITH ROOFS, ALL TO COMPLY WITH SECTION Ra05.1.2 OF THE 2020 NY5 CEILING SHEATHING FASTENERS TO POST BP Bear' Plate WALL 5WITGHE5 IN ALL HALLWAYS, BATHROOMS, WALK-IN \ aid Nut � - DRAFT-STOPPING SHALL BE INSTALLED RESIDENTIAL GODS. GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10' FIELD \ SIMP50N STRONG TIE �\ IN COMBUSTIBLE CONSTRUCTION WHERE CLOSETS, $ CELLAR SPACES. REFER TO "ELECTRICAL NOTES" \ \ "STAND-OFF" AB SERIES THERE 15 USABLE SPACE BOTH ABOVE 4 SECTION ON SHEET WALL SHEATHING SECURED W/ 5/8" � PC BELOW THE CONGEALED SPACE OF THE N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS - ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS 4 AT STRUCTURAL PANELS 8d 10d SEE TABLE 3.11 I � EMBEDDED ANCHOR I Threaded- FLOOR-CEILING ASSEMBLY 50 THAT THE EVERY WALL STUD FIBERBOARD PANEL5� "J-BOLT" MAXa5 7/16 6d - 3" EDGE / 6" FIELD - ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE � . Rod AREA OF CONGEALED SPACE DOES NOT -_ _ _ " EXCEED 1,000 5F. PROVIDE AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT - FIELD GUT ENDS, NOTCHES 4 DRILL HOLES THROUGH 25/32' 8d ' - 3" EDGE / 6" FIELD DRAFT-STOPPING INTO APPROX. EQUAL CONFORMANCE TO THE NATIONAL ELECTRICAL CODE, PRESERVED-TREATED WOOD SHALL BE TREATED IN THE FIELD IN GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE / 10 FIELD II iI AREAS AS PER SECTION R302.12 OF THE GOVERNING MUNICIPALITY AND NFPA 72. ACCORDANCE WITH AWPA UI (5CTN R 317.1); SEE SECTION R317 OF THE HARDBOARD 8d Sd SEE TABLE 3.11 Threaded 2015 I.R.G. 200 NYS RESIDENTIAL CODE re PROTECTION AGAINST DECAY PARTICLEBOARD PANELS 8d 8d SEE MANUFACTURER 2 - CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, DIAGONAL BOARD SHEATHING Rod - ALL WALL AND CEILING FINISHES SHALL ALL WIRING FOR NEW 5WITGHE5, FIXTURES, AND RE-CIRCUITING I'X 6" OR I'X 8' 2- 8d_ 2- IOd PER SUPPORT Titer HD Nut Co -ler HAVE FLAME SPREAD INDEX NOT NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING - OWNER SHALL COORDINATE THE USE OF A PROFF-55IONAL "TERMITE I'X 10" OR WIDER 3- ad 3- IOd PER SUPPORT GREATER THAN 200 AS PER SECTION OF EXISTING FIXTURES AND LABELING OF CIRCUIT BREAKERS BAITING SYSTEM", PROPERLY LABELED 4 INSTALLED/ MAINTAINED WALL SHEATHING Rod Coupler O ACCORDING TO SUCH LABELING; SEE R318 OF THE 2020 NYE, RESIDENTIAL STRUCTURAL PANELS- EXTERIOR WOOD POST CONNECTORS Minim ': R302.a.1 OF THE 2020 NY5 RESIDENTIAL TO INDICATE CIRCUIT USE; FURNISH NFBU CERTIFICATE AT ,is vmGORE. COMPLETION OF WORK. CODE re PROTECTION AGAINST SUBTERRANEAN TERMITES I" OR LE55 8d 10d 6" EDGE / 12' FIELD GREATER THAN I' 10d 16d 6" EDGE / 6' FIELD CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION"` " - F.P.S.G-20 (GARAGE-TO-DWELL'G DIAGONAL BOARD SHEATHING --- AREAS): FIRE PROOF SELF-CLOSING AND QUANTITY OF LIGHTING FIXTURES AND 5WITGHE5 I'X 6" OR I"X 8' 2- 8d 2- 10d PER SUPPORT DOOR W/ MIN. 20 MINUTE RATING PER I'X 10' OR WIDER 3- 8d 3- IOd PER SUPPORT PERMACAST COLUMN DETAIL SECTION 502.5.1 OF THE THE 2020 NYS PRIOR TO PROVIDING BID ON PROJECT. I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6'O.C.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3'O.C.AT THE PANEL EDGE TO OBTAIN RESIDENTIAL CODE (APPROVED ALT: - CONTRACTOR MUST VERIFY WITH HIS LICENSED HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL SCALE: N.T.S. ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE 15 BE USED TO MAINTAIN THE LOAD PATH. SELF-CLOSING SOLID WOOD DOOR MIN 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6d NAIL PER FOOT I-3/8" THICK) REQUIRED FOR THI5 PROJECT PRIOR TO SUBMITTING A BID. 3. CORROSION RESISTANT II GAGE ROOFING NAILS t 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS LINE OF EXIST. In - F.P.5.C.-45 FOR MECHANICAL ROOM - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS t AT EVERY WALL STUD STAIRS ABOVE w DOOR INTO DWELLING/CELLAR 5UB-PANELS, ETC. FOR RELOCATION AS REQUIRED FOR THE PROJECT. CONTRACTOR MUST AL50 NOTIFY THE ARCHITECT NEW RETAINING WALL OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO 1. - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER DE51GN CRITERIA TABLE LOCATED ON - - SEE DETAIL "A„ GOMMENGEMENT OF WORK $ BIDDING DESIGN STANDARDS SHEET. SHEET # 2.' - ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS (II/2' PLYWD SHEATHING, W/ 8D COMMON NAILS @6"oc EDGE I 4 12'oc FIELD AS SPECIFIED IN SECTION 3.4.4.2. IN THE AMERICAN FOREST 4 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION I- - - - - 21`� HDG THREADED ROD MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALL5 4 ARE IN EXCESS OF THAT \ / - WITH NUT AND WASHERS EXTERIOR WALL SIDING �� �- � ��REQUIRED BY THE CODE. ALL REQUIRED 5HEARWALL SEGMENTS SHALL BE A MINIMUM OF 28 WIDE FOR 8 0 HIGH WALLS, 31 FOR 9-0 HIGH, 35( FOR 10-0 HIGH, 4 38 FOR II-0 NIGH EXTERIOR WALLS AS PER THE REQUIRED ASPECT RATION OF EXCAVATION EARTH (FOR RETAINING IWALL FINISH FLOOR EXTERIOR WALL SHEATHING SHEARWALL SEGMENTS. I- - - - - FABRICATION) TO BE "RE-ESTABLI5NED", 3. - ALL UPLIFT CONNECTORS 4 NAILING SHALL BE IN ACCORDANCE W/ DETAILS SHOWN, ALL LOAD PATHS SHALL BE AT EVERY 12 x TAMPED 4 GRADED TO MATCH PRIOR ` EXTERIOR FLASHING EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE. J- - - - ❑ - © IOM• CONDITIONS - - _ _- - DECKING 4. - ALL NEW FIREPLACES, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED IN FIELD AS PER CHAPTER 10 OF THE RCNYS. ALL 1V I I \ NEW FIREPLACES ARE TO BE PROVIDED W/ ASH DUMPS 4 FRESH AIR INTAKE5. - - -I 5. - ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLASS, NO RETAINING SCREEN REQUIRED,SC N o ® - PROVIDE (3) 1"� VENT HOLES NEW 8" POURED CONCRETE RETAINING WALL; ID / -- ( 4 ° i7� o ° `" AROUND SKYLIGHT. 2"PC PAD UNDER / o 0 0 I 3500 PSI CULTURED STONE VENEER 0 o I o 0 6. - ALL WINDOWS 4 DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ A5TM E 19% 4 1886 AS i CAPPING STONE TO BE COORD. BETWEEN LAST TREAD EXIST. MANDATED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RE515TANCE IN IIOMPH WIND ZONES, CONTRACTOR I I • � I I � I �I SIMPSON STRONG-TIE TO PROVIDE NECESSARY DOCUMENTATION ON COMPLIANCE TO THE BUILDING DEPARTMENT, FOR GARAGE DOORS PROVIDE O U S / OWNER 4 G.C.) � �1 i \- ZMAX DTT2 ACCORDION DOORS W/ TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. -OR- 1/2'th PLYWOOD STRUCTURAL PANELS, SHALL BE 3 I A - - rT l T1-111-`I Intl--- �� FLOOR JOIST \ PROVIDED FOR EACH WINDOW 4 DOOR OPENING NOT EXCEEDING 8'-0' (IN THE SHORTEST DIRECTION) THE PLYWOOD SHALL EXTEND 3 \ -III-- \ - 1=III- \ = l NEW STEEL REBAR #5 @8 O.0 VERT. ;i DECK JOIST A MIN OF 6' BEYOND THE ROUGH OPENING SIZE5 OF THE WINDOWS IN EACH DIRECTION 4 SHALL BE LABELED W/ THE NEW STEEL REBAR #6 @8'O.0 HORIZ. CORRESPONDING WINDOW LOCATION. THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCE551BLE LOCATION 4 SHALL BE -III-III-III= -III-I (-III- Aaap _i SILL PLATE N "� s_- I/2" WEEP HOLES @ 10"oc (I)2XI0 ACQ LEDGER W/ 1/2 0 ACCOMPANIED BY ENOUGH 2-1/2 M WOOD SCREWS TO FASTEN EACH PANEL, SCREWS TO BE A MAXIMUM OF 12 oc AROUND I y r IiII - LAG BOLTED @16"OC STAGGERED PERIPHERY OF PANELS. WHEN FASTENING TO MASONRY WALLS, VIBRATIION-RESISTANT ANCHORS SHALL BE USED(MIN 490lbs NEW �I II II I II I III 11 III II 131-0��III II 11\ :. „ WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE _ - - a -a I I 4"th PC 'SLAB ON GRADE T T III III- t=- �- 1 b.-_ _ _- FOUNDATION WALL HOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF NIGH WINDS,. WMNF66-1010 6 MIL POLYETHYELENE I I I - - III-III- -III- '0=4o f _ §' _ �_ " __ _ _ _ _ 7. - ALL RAILINGS 4 GUARD RAILS SHALL BE BETWEEN 36 4 38 IN HEIGHT ALL HANDRAILS SHALL BE IN ACCORDANCE W/ R315.2, 4 VAPOR BARRIER. f I I -LI- = 1- =1 = = --III-III, ICI -III-III NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 4' 0 SPHERE, UNLESS IT IS THE TRIANGULAR OPENING FORMED BY THE RI5ER TREAD 4 BOTTOM RAIL - WHERE A SPHERE 6' IN m MAY NOT PA55 THROUGH. - cn I I I I (.• I I I I �� I „a ;; aI, :; da4 ,�\;a a,; a �- _� . III=111� - III PROPOSED PAVER PATIO (TES BYO!NNER)=44 DECK-TO-MOUSE LATERAL LOAD CONNECTION P05TIN6 NOTES: �= 0 _III\I ON 4" GRAVEL BASE F =1 I I I _ -' =1 \ # " SCALE:N.T.S. =III - \ I- NEW STEEL REBAR 5 PS O.0 VERT. I r 1 III= 1 2�-4u III ( II-011 I�A11 III=-I ICI I. PROI�IDE SIMPSON STRONGTIE ZMAX GihL1/. POST STAND-OFF BASE AT III -- - - �_ u_ NEW STEEL REBAR #6 @8"o.0 HORIZ. ALL POST TO FTG OR FOUNDATION CONNECTIONS (UNLESS POSTS BEAR, T -- --- -I =III=1 ITI a III-III-III -III=1 �P� DOAN ON EXISTING WOOD SILL PLATE; V.I.F.) I I - - - _ FLOOR JOIST �' I 2"PC PAD UNDER \ 1-1 - LAST TREAD a 2. POSTING FOR HEADERS ABOVE DOOR5 s WINDOWS (I.E. GARAGE DOOR RIM J015T i a DECKING \� ' OPENINGS) NOT SHORN U.O.N.; PROVIDE <N6/JA0K STUD "POSTING" DOWN ' I RE AINING NALL SECTION AACQ D.J. @ 16 O.C. TOP RAIL l TO EXISTING WOOD SILL PLATE. EXIST.PC. PIERS SCALE: I/211 = I'-01' �� 2x2 WD. \� © BALUSTERS; 3. �l-RI FY IN FIELD ALL POST, PACKED STUD 4 LALLY COLUMN LOG�ATI ONS - - - - - - - - - - - c- - - - - - - - -- - - - - - - n - - BOTTOM RAIL-- � , � Max. 4 O.C. PRIOR TO INITIATING WORK. ALERT THE ARCHITECT g 516.g22.5116 OF AS PER NY5 ANY DISCREPANCIES AS THIS MA"r AFFECT BEAM LENGTHS. BUILD. CODE 9 I � 4G°F � _WD. DECKING 4. STUDS SHALL BE A MIN. OF NO. 5 GRADE, STANDARD OR STUD GRADE, RAE 8 XS NEW PERMACAST � �\\ LUMBER AS PER SECTION R602.2 OF THE 2020 NY5 RESIDENTIAL CODE STRUCTURALFIBERGLA55 COLUMN DN TO 3'DEEP X \ 12"PC.PIER HANGER Z-MAX � �\ `y NEW EXIST. ` 1"� ANCHOR BOLT @ 16" O.C. 2JOIST-- DECK +° .1�STAGGERED •ARC`y� i�� SHEET TITLE GONSTRUGTION DOCUMENTS (2)SILL PLATE (SEE PLANS) `. �����\S M� TKO�' a� �� Iln PROJECT NAME GHRY55IADIS RESIDENCE CONC FOUNDATION WALL - � p � .; 5040 THE LONG WAY, RA - RAILING DETAIL _ * = d EAST MARION,NY-IIg5q PARTIAL FOUNDATION FLOOR PLAN OYSTF_R BAY DRAFTING '• -- ECK LEDGER CONNECTION-_ DETAIL � ...-- - - - -- l e • • T O. SCALE:I/4'I = II-01I _ u I u '� s '•• yasz9.:'oQ�v! 1 ,.::.•.. da AND RGI-IITEGTURE P.G. SATE: 5-13-24 y - , + a SCALE:I/2 = I -0 F ,�� dd SCALE: AS NOTED OF OF NE ` d 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 6 e€A A w 01 , (516) c122-5ci16 (FAX) r-122-6255 BY: M.M. �I WEB: Y4M.0Y57ER6AYDRAFTIN6.00M EMAIL: ARGHITEGT®OYSTERBAYDRAFTING.00M JOB NO: 24058 - I TABLE R602.3 U1 CONTINUED TABLE 602.3 I REFERENCE STANDARDS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS CLIMATIC t GEOGRAPHIC DESIGN CRITERIA DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE OF SPACING OF DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE OF SPACING OF ALL AL BUILDING P ACTIFICATIENS SHOWN WITHING THESE DOCUMENTS REFLECTS NORMAL BUILDING PRACTICES t REFERENCES THE FOLLOWING PUBLICATIONS - FASTENER (n,b,c) FASTENERS FASTENER (n,b,c) FASTENERS . 2020 NYS RESIDENTIAL CODE SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN WIND DESIGN GROUND FLOOD AIR FREEZING ROOF FLOOR 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SNOW LOAD DESIGN FROST LINE DESIGN UNDERLAYME NT HAZARDS INDEX ANNUAL SPEED MPH( ) I BLOCKING BETWEEN CEILING JOIST OR RAFTERS TO 70P PLATE 4-8d BOX (22" X 0.113") OR 70E NAIL 25 2" PLANKS (PLANK AND BEAM - FLOOR AND ROOF) 3-I6d BOX (3 " X 0.135"); OR A7 EACH BEARING, • 2020 A.F.P.A./ W.F.C.M, CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED TOPGRAPHICAL SPECIAL WIND WIND-BOURNE TEMP EFFECTS REGION DEBRIS ZONE 3-8d COMMON (21' X 031); OR 2-16" COMMON (3j" X 0.132 ) FACE NAIL • ENERGY CODE 2020 OF NEW YORK STATE FOR SUFOLK COUNTY 3-10d BOX 3" X 0.128"); OR 30 Ibs/ t B SEVERE 3' TO 4' MODTEOO 10' F ( ) 26 BAND OR RIM JOIST ") END NAIL HEAVY YES 7/25/Ig78 4g6 52.q'F 120 mph NO NO YES 3-3„X0,131„ NAILS 3-I6d COMMON (3�" X 0.162 2 CEILING JOIST TO TOP OF PLATE' 4-8d BOX (21' X 0.113') OR PER JOISTJOE NAIL 4-10d BOX (3" X 0.1280), OR 3-8d COMMON (21' X 0.131); OR 4-3n X 0.131" NAIL; OR FRAM I NG NOTES 3-I0d BOX (3" X 0.12a'); OR 4n 3 X 14 GA. STAPLES, + TABLE R507.2.3 3-3"XO.131' NAILS CROWN FASTENER SCHEDULE FOR DECKS I. -AS SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE HEADERS OVER 84" IN LENGTH AS WELL AS ANY HEADERS WITH BEAMS, GIRDERS, OR 3 CEILING J015T NOT ATTACHED TR PARALLEL RAFTER, LAPS OVER 4-8d BOX (21' X 0.113') OR FACE NAIL 27 BUILT-UP GIRDERS AND BEAMS, 2' LUMBER LAYERS 20d COMMON (4" X 0.Ig21); OR NAIL EACH LAYER AS CONSTRUCTED AS TYPE I SHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND POSTS BEARING ON THEM, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOLLOWS: 32' O.C. AT MINIMUM ALTERNATE PAPER ASSOC. WOOD FRAME CONSTRUCTION MANUAL SECTION 3.4.4.2.. TO DETERMINE THE APPROPRIATE SIZE AND STRENGTH PARTITIONS (SEE R802.3.1, R802.3.2, AND TABLE R802.5.1(q)) 3-16d COMMON (3 X 0.162); OR ITEM MATERIAL FINISH/COATING FINISH/COATING 2. -ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS - FB + 8501 18. -STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE. 4-3" X 0.131' NAILS TOP AND BOTTOM E=116001000 P.S.I., DOUGLAS FIR LARCH NO. 2. Iq. -2X6 COLLAR TIES TO BE PROVIDED A7 EVERY ROOF RAFTER WHEN CEILING JOISTS DO NAILS AND IN ACCORDANCE NOT DIPPED GALVANIZED . 4 CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE TABLE 802.5(q) FACE NAIL „ n STAGGERED STAINLESS STEEL SILICONE 3 -ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, 20. -PROVIDE (3) 100 VENT HOLES AROUND SKYLIGHTS. SECTION 802.3.1 802.3.2 AND TABLE 802.5(q)) 10d BOX (3 X 0.128'); OR 24 TIMBER RIVETS WITH ASTM FI667 PER ASTM A153 BRONZE OR COPPER O.C. FACE NAIL AT THICKNESSES OF EXTERIOR SHEATHING TO BE 1/2' MIN AND 3/4' MIN FOR 21. -INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO " 3„ X 0.131 NAILS TOP AND BOTTOM 5UB-FLOORING, UNLESS OTHERWISE NOTED. THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS. 5 COLLAR TIE TO RAFTER, FACE MAIL OR till X 20 GA. RIDGE STRAP TO 4-I0d BOX (3' X 0.128'); OR FACE NAIL EACH STAGGERED ON NE 4. -ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD, SHALL BE ALUMINUM OR 22. -BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF NOT DIP RAFTER 3-10d COMMON (3' X 0.148') OR RAFTER OPPOSITE SIDES BOLTS / LAG DIPPED GALVANIZED PER ASTM STAINLESS STEEL, SILICO GALVANIZED. 7'-011 , SCREWS IN ACCORDANCE WITH BRONZE OR COPPER 5. -PROVIDE CRO55-BRIDGING OR SOLID BLOCKING @ 8'-0' O.C. MAXIMUM FLOORS, 23. -ALL RISERS TO BE A MAXIMUM OF 8 1/4' AND ALL TREADS TO BE A MAXIMUM OF q" 4-3" X 0.313" NAILS AND: AT EACH JOIST OR AI53, CLASS C (CLASS D FOR �� OR (INCLUDING ASTM A307 (BOLTS) CEILINGS AND ROOFING. IN DEPTH WITH A NOSING BETWEEN 3/4' AND 1 1/4' PROJECTION. RISERS AND TREADS 6 RAFTER OR ROOF TRUSS TO PLATE 3-I6d BOX (IN X 0.135); OR 2 TOE NAILS ON ONE 2-20d COMMON (4" X 0.192');OR RAFTER' b FACE NAIL LESS) OR MECHANICALLY GALVANIZED ' NUTS AND ASTM A563 (NUTS) AND . -JOISTS SUPPORTING PARALLEL PARTITIONS SPACED APART 70 PERMIT THE PASSAGE SHALL N07 DEVIATE MORE THAN 3/8" THROUGHOUT THE ENTIRE RUN. MINIMUM WIDTH 3-10d COMMON (3" X 0.148")- OR SIDE AND I TOE NAIL 3-10d BOX (3" X 0.12811); OR WASHERS) ASTM F844 (WASHERS) PER ASTM B6g5, CLASS 55 OR 410 OF PIPING OR DUCT WORK, ARE TO BE BLOCKED AT MAXIMUM 10 INTERVALS ON OF STAIRS TO BE 36'. 4-I0d BOX (3" X 0.12811); OR ON OPPOSITE SIDE OF 3-Y X 0.131' NAILS STAINLESS STEEL BEARING PARTITIONS AND 32' INTERVALS ON NON BEARING PARTITIONS. 24. -ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE 4-3' X 0.131" NAILS EACH RAFTER OR 28 LEDGER STRIP SUPPORTING J015T OR RAFTERS " „ • AT EACH JOIST OR STAINLESS STEEL 7. -PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW RESIDENTIAL BUILDING CODE. n TRUSS 4-I6d BOX (3 X 0.135 ), OR METAL PER MANUFACTURERS ASTM A653 TYPE G165 ZINC COATED YORK STATE. 25. -ALL HANDRAILS AND GUARDRAILS SHALL BE 36 HIGH AND MUST BE PROVIDE AROUND 3-I6d COMMON 3 " X 0.162" OR RAFTER, FACE NAIL CONNECTORS 7 ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS OR ROOF RAFTER 1� TOE NAIL ( )� SPECIFICATIONS GALVANIZED STEEL OR POST HOT DIPPED 8. -PROVIDE DOUBLE JOISTS OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS ALL SURFACES WHICH ARE 18" OR HIGHER THAN ADJACENT SURFACES AND FOR ALL 4-I6d (32 X 0.135 ), OR 4-I0d BOX 3" X 0.128" ; OR � ' 3-IOd COMMON 3 X 0.162 OR ( ) GALVANIZED PER ASTM A123 PROVIDING A PARTITIONS AROUND ALL OPENINGS SKYLIGHTS BATHTUBS AND HEAVY APPLIANCES STEPS OF 2 RISERS OR GREATER. TO MINIMUM 2" RIDGE BEAM ( 1' '); 4-Y X 0.131' NAILS OR FIXTURES. 26. -TERMITE SHIELDS AND SILL SEALER TO BE PROVIDED FOR ALL NEW FOUNDATION 4-I0d BOX 3" X 0.128" ; OR n n MINIMUM AVERAGE COATING WEIGHT OF ( ) 2q BRIDGING TO JOIST 2-IOd (3 X 0.128 ) EACH END TOE NAIL 2.0 OZ/FTZ TOTAL BOTH SIDES q MINIMUM I �WIDTH OFMI F ID3/4" PERED WITH MEMBER, WITH AOMINIMUM FLEXURAL STRESSHAVE A EF 2800 27. WHEW WORK SHALL 71E IN AND LAP INTO EXISTING SO AS TO PREVENT LEAKAGE. 3-16 X BOX ( NAILS n • � ( ) PS1• 28. -ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. END NAIL DESCRIPTION OF NUMBER � TYPE OF FASTENER (a,b,�) SPACING OF FASTENERS 3-I6d BOX (32 X 0.135 ), OR BUILDING ELEMENTS EDGES INTERMEDIATE 10. -DOUBLE BEAMS, OF STANDARD LUMBER, SHALL BE NAILED TOGETHER WITH 16D NAILS 2q. -USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS 2-I6d COMMON (3 X (�0.162 );ER INCHES)h SUPPORTS c.e @ 16'EC AROUND PERIMETER OF BEAM, PROVIDE MIN OF 2" CLEARANCE TO EDGES. 30. -FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, 3-10d BOX (3 X 0.128"); OR TABLE N1102.4.1.1 (R402.4.1.1) AIR BARRIER AND INSULATION INSTALLATION TRIPLE BEAMS TO BE NAILED TOGETHER FROM BOTH SIDES. ALL OTHER BEAMS TO BE CHIMNEYS AND ROOF VENTILATORS. FLASHING 7E BE PROVIDED AT NIPS, RIDGES, 3-3" X 0.131' NAILS (INCHES) THRU BOLTED WITH THE SAME PATTERN. VALLEYS CHANGES OF ROOF SLOPE GABLE ENDS AND TOP OF FOUNDATION WALLS. WALL WOOD STRUCTURAL PANELS, SUBFLooR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 11. -WHERE J015T HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8' IN EACH DIRECTION. ALL SHEATHING TO FRAMING (SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING AIR BARRIER AND - A CONTINUOUS AIR SHALL BE INSTALLED IN THE BUILDING - AIR PERMEABLE INSULATION SHALL NOT BE USED AS A CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR FLASHING 7R BE ALUMINUM UNLESS OTHERWISE NOTED. 8 STUD TO STUD (NOT AT BRACED WALL PANELS) 16d COMMON (3 ' X 0.162") 24' O.C. FACE NAIL THERMAL BARRIER ENVELOPE SEALING MATERIAL RING NAILS AS RECOMMEND BY THE HANGER MANUFACTURER, TO INSURE THE 31. -ALL INTERIOR LEADERS ARE TO HAVE 1/2' FOAM SOUND INSULATION. 10d BOX 3" X 0.128" ; OR 16, O.C. FACE NAIL 30 ' - " 6d COMMON (2" X 0.113') NAIL (5UBFLOOR WALL)i 6 12 - THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. 32. -INSULATION SHALL BE FIBERGLASS BATTS -- FOIL ONE SIDE, UNLESS OTHERWISE n 1 ) 8d COMMON 21' X 0.131' NAIL ROOF / AIR BARRIER 12. -PROVIDE A MIN OR 2' CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING NOTED, THICKNESS AS SHOWN ON DRAWINGS. STAPLE PADS ON FOIL OVER FRAMING. 3 X 0.131 NAILS ( 2 ) (ROOF) - BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED 13. -DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN OF 1/4 OF THE TOTAL q STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS I6d COMMON 3 " X 0.162" : OR 12" O.C. FACE NAIL Ell _ n i " LENGTH OF THE WALL. NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS. ( ) 31 32 1 8d COMMON 2 X 0.131 NAIL 6 12 CEILING/ATTIC - THE AIR BARRIER IN ANY DROPPED CEILING OR SOFFIT - THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE , „ LOAD � TABLES (AT BRACED PANELS) 3' X 0.131 NAILS ( ) SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN ALIGNED WITH THE AIR BARRIER 14. -PROVIDE CATS FRAMING ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 8 FEET 32 I�" - till IOd COMMON (3" X 0.148") NAIL; OR 6 t2 THE AIR BARRIER SEALED NIGH. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10'-0' IS LIVE LOAD DEAD LOAD I6d COMMON (3 ' X 0.162") 16' O.C. FACE NAIL 10 2 " X N (3 DEFORMED NAIL - ACCESS RRIERGS, DROP DOWN STAIRS, OR KNEE WALL TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT 10 BUILT-UP HEADER (2" 70 2" HEADER WITH illSPACER) I6d COMMON (3�' X 0.162") I6" O.C. EACH EDGE OTHER WALL SHEATHING g DOORS TO UNCONDITIONED SPACES SHALL BE SEALED INTERVALS NOT EXCEEDING 8'-0". NO WALL STUDS MAY BE LONGER THAN II'-2". ROOFS 45 LBS PER SOFT 20 LBS PER SOFT 15. -DOUBLE FULL STUDS TO BE SISTERED TO JACK STUDS AROUND OPENINGS IN UNCOVERED DECKS BALCONIES 60 LBS PER SQFf 20 LBS PER SQFT FACE NAIL " WALLS - THE JUNCTION OF THE FOUNDATION AND SILL PLAT SHALL - CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALL5 EXTERIOR WALLS AND BEARING PARTITIONS. ALL HEADERS UNDER 3'-0" TO HAVE COVER -- K --- --- - -- --- -- ------ 16d BOX (31" X 0.135" 12" O.C. EACH EDGE 33 STRUCTURAL CELLULOSIC ]IN GALVANIZED ROOFING NAIL, �" HEAD DIAMETER OR 3 6 BE SEALED SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY SINGLE JACK STUDS, UNDER q FEET DOUBLE JACK STUDS, q FEET AND OVER TO HAVE CEILINGS W/O ATTIC 10 LBS PER SOFT 15 L55 PER SOFT_ FACE NAIL FIBERBOARD SHEATHING I" CROWN STAPLE 16 GA., I " LONG - THE JUNCTION OF THE TOP PLATE OF EXTERIOR WALLS WITH A MATERIAL HAVING A THERMAL RESISTANCE OF NOT TRIPLE JACK STUDS. CEILINGS WITH ATTIC 35 L.BS PER SOFT 15 LB5 PER SOFT SHALL BE SEALED LESS THAN R-3 PER INCH ----- - -- .--.----------- - - ---_---._-------- 11 CONTINUOUS HEADER TO STUD 8-I6d BOX (2j" X 0.113' OR 70E NAIL 34 2" STRUCTURAL CELLUL051C I4" GALVANIZED ROOFING NAIL, �' HEAD DIAMETER OR 3 6 - KNEE WALLS SHALL BE SEALED - EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED 16. -ALL INTERIOR DOORS TO BE 1-3/8' HOLLOW CORE LUAN VENEERED WITH APPROPRIATE FLOORS 40 LBS PER SOFT 20 LBS PER SOFT ( ); FIBERBOARD SHEATHING n 1" HARDWARE. CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCKSETS. FLOORS - ---- --20 4-8d COMMON (2 " X 0.131"): OR I CROWN STAPLE 16 GA., 14 LONG WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND 17. -ALL HEADERS NOT SHOWN ON PLANS 70 BE A MIN OF (2) 2X8 FOR SPANS UP TO STAIRS 40 LB5PER SOFT 20 LBS PER SOFT IN CONTINUOUS ALIGNMENT WITH AIR BARRIER -- 4-10d BOX (3" X 0.128') 35 " GYPSUM SHEATHING d n 7 7 3'-011 (2) 2XIO FOR SPANS UP TO 6'-0" AND (2) 2X12 FOR SPANS UP TO 8'-01. RAILINGS 200 LAT AND VERT 1� GALVANIZED ROOFING NAIL: STAPLE GALVANIZED, WINDOWS - THE SPACE BETWEEN FRAMING AND SKYLIGHTS AND JAMBS � � 12 TOP PLATE TO STUD I6d COMMON 31" X 0.162" 16' O.C. FACE NAIL 1 " LONG, h�" SCREWS, TYPE W OR S OF THE WINDOWS AND DOORS SHALL BE SEALED `' \\( 2 ) SKYLIGHTS AND X� IOd BOX (3' X 0.128"); OR 12' O.C. FACE NAIL 36 ' GYPSUM SHEATHING d IT' GALVANIZED ROOFING NAIL: STAPLE GALVANIZED 7 7 DOORS ` FLITCHI ,.PLATE DETAIL, ` 3" X 0.131' NAIL � � till LONG, I�q„ SCREWS, TYPE W OR 5 RIM JOISTS - RIM JOISTS SHALL INCLUDE THE AIR BARRIER - RIM JOISTS SHALL BE INSULATED 13 DOUBLE TOP PLATE SPLICE FOR SDC'S A-D2 WITH SEISMIC BRACED 8-I6d COMMON (3j' X 0.162");OR FACE NAIL ON EACH WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING WALL SPACING ( 25 12-I6d BOX (31" X 0.13511); OR SIDE OF END JOINT / FLOORS INCLUDING - THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED - FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED i 12-I0d BOX (3 X 0.128n),. OR (MINIMUM 24, LAP I 37 1" AND LESS 6d DEFORMED (20 X 0.120 )n NAIL; OR 6 12 CANTILEVERED EDGE OF INSULATION TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF n n SPLICE LENGTH EACH n " FLOORS AND FLOORS 5UB-FLOOR DECKING 12-3 X 0.131 NAILS SIDE OF END JOINT) 8d COMMON (2 X 0.131 ) NAIL ABOVE GARAGES - ALTERNATIVELY, FLOOR FRAMING CAVITY INSULATION SHALL (2) BEAMS + (3) BEAMS + (4) BEAMS + (3) BEAMS + (4) BEAMS + 5I57ERING TO EXISTING DOUBLE TOP PLATE SPLICE FOR SDC'5 D0, DI, OR D2; AND BRACED 12-I6d (3" X 0.135') 3S " - 1" " a 6 12 BE IN CONTACT WITH THE TOP SIDE OF THE SHEATHING OR STEEL PLATE STEEL PLATES STEEL PLATE (2) STEEL PLATES (2) STEEL PLATES WITH (2) PLATES 8d COMMON (2 X 0.131 ) NAIL; OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF PAD SIDE OF BEAM WALL LINE SPACING > 25' In n r, -- ..-. � F, -- ` , �k � �_ 8d DEFORMED (221 X 0.120 ) NAIL THE FLOOR FRAMING, AND EXTENDING FROM THE BOTTOM TO IF REQUIRED TO �- = �t 1„ 1 I+, ' d = I l 14 BOTTOM PLATE 70 JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT I6d COMMON 3" X 0.162" I6" O.C. FACE NAIL „ _ In „ „ THE TOP OF ALL THE PERIMETER FLOOR FRAMING MEMBERS ATTACH SHEEARECK - _ - ( ) 3q I� I4 IOd COMMON (3 X 0.148) NAIL; OR 6 12 t, BRACED AT WALL PANELS) " 12" O.C. FACE NAIL �� �� CRAWL SPACE - EXP05ED EARTH IN UN-VENTED CRAWL5PACE5 SHALL BE - CRAWL SPACE INSULATION, WHERE PROVIDED INSTEAD OF / '- - - = - I6d BOX (3 X 0.135 ); OR 8d DEFORMED (2 X 0.120 ) NAIL = - - --- n n WALLS COVERED WITH A CLASS I VAPOR RETARDER WITH FLOOR J015T INSULATION SHALL BE PERMANENTLY ATTACHED Fh. II - 1 rX -" '; =. I �x - I'x I/2 m THRU BOLTS �" - f- = 3 X 0.131 NAILS TABLE R602.3(I) FASTENING SCHEDULE OVERLAPPING JOINTS TAPED. OF THE WALLS c 15 BRACED PLATE 70 JOIST, RIM JOIST, BAND JOIST OR BLOCKING (A7 3-I6d BOX (3N" X O.X 0.1 0) 3 EACH @ 16' O.C. A. NAILS ARE OMMON BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING SECTIONS BRACED WALL PANEL) 2-I6d COMMON (3" X 0.162");OR 2 EACH @ I6' O.C. CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 SHANK DIAMETER OF INCH 20D COMMON SHAFTS, - DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS " ( PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE VARIOUS CONDITIONS SHOWN 4-3' X 0.131" NAILS 4 EACH @ 16 O.C. NAIL), g0.K5I FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 K51 FOR SHANK SEALED WOOD MEMBERS 16"oc 16"oc 16"oc 16"oc 16 TOP OR BOTTOM PLATE TO STUD 4-8d BOX 2 " X 0.113" ; OR TOE NAIL DIAMETERS OF 0.142 INCH OR LESS (SEE PLANS FOR SIZES) ( ) 1 -- - -- " „ B. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7 NCH ON DIAMETER CROWN WIDTH NARROW CAVITIES - BATTS TO BE INSTALLED IN NARROW CAVITIES SHALL BE 3-I6d BOX (3 X 0.135 ); OR CUT TO FIT OR NARROW CAVITIES TO BE FILLED WITH ___ 1" „ C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. STEEL PLATE TO EQUAL 0 0 0 4-ad COMMON (22 X 0.131 ); OR D. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY INSULATION THAT ON INSTALLATION READILY CONFORMS TO DEPTH OF ADJACENT BEAMS 4-10d BOX (3 X 0.128'); OR E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.302 THE AVAILABLE CAVITY SPACE 4-3" X 0.131" NAILS ) (SEE PLANS FOR SIZES) _ �- -0 0 0 F. WHERE THE ULTIMATE DE51GN WIND SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF GARAGE - AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE N 3-I6d BOX (2j" X 0.1130); OR END NAIL SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DE51GN WIND SPEED IS SEPARATION AND THE CONDITIONED SPACES 2 ELEVATION 3 " X 0.135" OR GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON ELEVATION 3-I6d COMMON ( 1 „ )' CENTER FOR MINIMUM 46-INCH DISTANCE FROM RIDGES EAVES AND GABLE END WALLS; 4 INCHES ON CENTER TO FRAMING RECESSED LIGHTING - RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING - RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING 4-I0d COMMON NAILS ON (3 X 0.128); OR G. GYPSUM SHEATHING SHALL CONFORM TO A5TM C 13% AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD THERMAL ENVELOPE SHALL BE SEALED TO THE FINISHED THERMAL ENVELOPE SHALL BE AIRTIGHT AND IC RATED �, \\NOTCHING ' .,`DRILLING DETAIL FOR WOOD FRAME MEMBERS 3-3 X 0.131 SURFACE SHEATHING SHALL CONFORM TO ASTM C 208 H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL 17 TOP PLATE, LAPS AT CORNERS AND INTERSECTION 3-10d BOX (Y X 0.128"); OR FACE NAIL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON PLUMBING AND - IN EXTERIOR WALLS, BATT INSULATION SHALL BE CUT 2-I6d COMMON (3j' X 0.162');OR ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF WIRING NEATLY TO FIT AROUND WIRING AND PLUMBING OR INSULATION >_ 3-3" X 0.131" NAILS ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED THAT ON INSTALLATION, READILY CONFORMS TO AVAILABLE ;� o BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. WHERE A SPACE, SHALL EXTEND BEHIND PIPING AND WIRING. 1/3 OF SPAN , I/3 OF SPAN ___1/3 OF F_51AN 18 IN BRACE TO EACH STUD AND PLATE 3-8d BOX (21" X .0113'); OR FACE NAIL O o NO NOTCHES OR'� y RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE PROVIDE TWO TOE NAILS ON 2-8d COMMON (21" X 0.131"); OR ' 5HOWER/TUB ON - THE AIR BARRIER INSTALLED AT EXTERIOR WALLS - EXTERIOR WALL ADJACENT TO SHOWERS OR TUBS SHALL = NO ONE SIDE OF THE RAFTER AND TOE NAILS FROM L THE CEILING J015T 7O TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE z LES PERMITTED' ( I/3 DEPTH OF JOIST 2-I0d BOX 3" X 0.128" ; OR EXTERIOR WALL ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THE BE INSULATED a ( ) NAIL ON THE OPP051TE SIDE OF THE RAFTER SHALL NOT BE REQUIRED WALL FROM THE SHOWER OR TUB � o 2 STAPLES 13" O 4 ELECTRICAL/ PHONE o z Iq IN X 6" SHEATHING TO EACH BEARING 3-8d 13OX (22" X .0113'); OR FACE NAIL MINIMUM SPECIFIED COMPRESSIVE STRENGTH BOX ON EXTERIOR - THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICALrn AND COMMUNICATION BOXES. 2-8d COMMON (2 ' X 0.131');OR OR TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE WEATHERING POTENTIAL WALLS - ALTERNATIVELY AIR SEALED BOXES SHALL BE INSTALLED -N `( 1/4 DEPTH OF J015T �p I 2-I0d BOX (3" X 0,1280); OR K STAPLES, I" CROWN I6 GA. TYPE OR LOCATION OF CONCRETE INSTRUCTION NEGLIGIBLE MODERATE SEVERE HVAC REGISTER HVAC SUPPLY AND RETURN REGISTER BOOTS THAT ----- --- ------ 2 I " LONG BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE EXPOSED TO THE WEATHER 21500 2,500 2,500 BOOTS PENETRATE THERMAL ENVELOPE SHALL BE SEALED TO THE INS M f�11 !t! 4 BASEMENT SLABS AND INTERIOR SLABS ON GRADE EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500 SUB-FLOOR WALL COVERING OR CEILING PENETRATED BY THE �-STUD �� 20 IN X 8" AND WIDER SHEATHING TO EACH BEARING 3-Sd BOX 21" X .0113" ; OR LLJQ / PROVIDE A MIN OF 2 SEPARATION- � ( I/6 DEPTH OF JOIST ( 2 ) FACE NAIL BASEMENT WALLS, FOUNDATIONS WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000 3,000 BOOT z o 2-8d COMMON (2" X 0.131"); OR EXPOSED TO THE WEATHER CONCEALED < w BETWEEN HOLES 4 NOTCHES FROM NOTCHES ARE NOT PERMITTED IN 2-I0d BOX (3" X 0.1280); OR WHERE REQUIRED TO BE SEALED CONCEALED FIRE "nCL- % EACH OTHER t FROM THE ENDS OF THE SAME LOCATION AS HOLES PORCHES CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS 2,500 3,000 3,500 SPEAKERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS u r ( I/4 DEPTH OF STUD MEMBERS FLOOR JOIST 2 STAPLES, In CROWN 16 GA. ' RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER o o T) 13 LONG ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS zoo -NOTCHES ARE NOT PERMITTED IN WIDER THAN IN X 6" Taf IM1.5BETWEEN FIRE SPRINKLER COVER PLATES AND WALL OR = THE SAME LOCATION AS HOLES CEILINGS � 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN 4-8d BOX (2j' X .0N3'); OR ALLOWABLE DEFLECTION OF STRUCTURAL MINIMUN UNIFORMLY DISTRIBUTED LIVE / 5/8„ MIN - NO NorcNEs oR y - ----- - 3-8d COMMON (21' X 0.131'); OR MEMBERS. LOADS (PSF) < 2/5 DEPTH OF STUD o ;HOLES PERMITTED; < 1/3 DEPTH OF JOIST " " ALLOWABLE CLASS OF MATERIAL e�+RIr+G P NOTE: ALL COIL STRAPPING CS TO BE / 5/8 MIN 3-I0d BOX (3 X 0.128 ); OR „ 4 STAPLES I CROWN 16 GA. STRUCTURAL MEMBERS DEFLECTION USE LIVE LOAD (�.ER 5o.Fr•) a ( ) _ ; w o CRYSTALLINE BEDROCK 12,000 #20 GA. 1 y WIDE; MADE OF ASTM A653 I LONG ' / /-< 3/5 DEPTH OF STUD z 4 UNINHABITABLE ATTIC WITHOUT STORAGE 10 SEDIMENTARY AND FOLIATED ROCK 4 000 4 'L �= _ o RAFTERS HAVING SLOPES GREATER U180 GRADE 33 STEEL (GALVANIZED) OR ( FOR DOUBLE STUDS ONLY ) FLOOR SANDY GRAVEL AND/OR GRAVEL Gil AND GP 3,000 �, ,, �• THAN �12 WITH NO FINISHED CEILING UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 EQUIVALENT AS PER THE 2OOl WFCM FOR ATTACHED TO RAFTERS SAND, SILTY SAND, CLAYEY SAND, SILTY 2,000 0 _ z / -PROVIDE A MIN OF 2" SEPARATION o 21 JOIST 70 51LL, TOP OF PLATE OR GIRDER 4-8d BOX (22" X .0113'); OR TOE NAIL HABITABLE ATTICS t ATTICS W/ FIXED STAIRS 30 GRAVEL AND CLAYEY GRAVEL I 2 FAMILY DWELLING TABLE A-3.4B �" / BETWEEN HOLES t NOTCHES FROM n n n INTERIOR WALL PARTITIONS 1_1/I80 SW SP 5M 5C GM GC EACH OTHER t FROM THE ENDS OF 3-8d COMMON (2j' X 0.131"); OR BALCONIES (EXTERIOR) 11 DECKS 40 I J MIN -( 1/3 DEPTH OF JOIST 3-I0d BOX (3" X 0.128'); OR FLOORS L/360 CLAY, SANDY CLAY, SILTY CLAY, CLAYEY 1,500 _ z j MEMBERS n 1 FIRE ESCAPES SILT SILT AND SANDY SILT N PLATE PROVIDE A MIN OF 2 SEPARATION 3-3" 0.131' NAILS CEILINGS WITH BRITTLE FINISHES L/360 1 BETWEEN HOLES � NOTCHES FROM -NOTCHES ARE NOT PERMITTED IN 22 RIM JOIST, BAND JOIST OR BLOCKING 70 SILL OR TOP PLATE (ROOF 8d BOX (2 ' X 0.113"); OR 4" O.C. TOE NAIL (INCLUDING PLASTER AND STUCCO) GUARDRAILS AND HANDRAILS 200 (CL. ML, MH AND CH) EACH OTHER t FROM THE ENDS OF THE SAME LOCATION AS HOLES APPLICATIONS ALSO) 8d COMMON (21" X 0.131'); OR 6' O.C. TOE NAIL CEILINGS WITH FLEXIBLE FIN15HES U240 GUARDRAILS IN-FILL COMPONENTS 50 RAFTER / CEILING JOIST IOd BOX (3" X 0.128"); OR (INCLUDING GYPSUM BOARD) PASSENGER VEHICLE GARAGES 50 NOTE: THE INSTALLATION OF FOAM PLASTIC MATERIALS ON THE EXTERIOR SEARING WALLS MEMBERS 3' X 0,131' NAILS ALL OTHER STRUCTURAL MEMBERS U240 ROOMS OTHER THAN SLEEPING ROOMS 40 BUILDING EXTERIOR SHALL ADHERE TO THE "LABELING/IDENTIFICATION, " „ EXTERIOR WALLS - WIND LOADS - H/360 SURFACE BURNING CHARACTERISTICS $ THERMAL BARRIER" ,,®e�`'FED A�q'`�die SHEET TITLE GONSTRUGTION DOCUMENTS 23 I X 6 SUBFLOOR OR LESS TO EACH JOIST 3-Sd BOX (2� X .0113 ); OR FACE NAIL SLEEPING ROOMS 30 � o � C' s a " WITH PLASTER OR STUCCO FINISH `.0 5�.•N\s M''••.; 2-ad COMMON (z� x o.131 ); OR STAIRS ,� REQUIREMENTS NOTED IN SECTION R316 OF THE 2020 NYSRC � MF��;��,; � � IlIl �d PROJECT NAME 3-I0d BOX (3" X 0.128'); OR EXTERIOR WALLS - WIND LOADS - H/240 ��; a �� GHRY5SIA0I5 RE5IDENGE 2 STAPLES, IN CROWN 16 GA. WITH OTHER BRITTLE FINISHES 5040 THE LONG WAY EAST MARION NY-I Ig3q n EXTERIOR WALLS - WIND LOADS - H/120 ,� „ 1 LONG WITH FLEXIBLE FIN5IHE5 NOTE: THESE PLANS ,ORE TO BE COORDINATED BETWEEN THE OWNER 4 A NYS ENERGY STAR : '� ': �' r * � • • OYSTER 5A1" IDRAFTI N(5 SHEET No. 24 2" SUBFLOOR TO JOIST OR GIRDER 3-I6d BOX (32" X 0.135" • OR BLIND OR FACE NAIL HERS RATER. OWNER-RETAINED HERS RATER SHALL PROVIDE WORKSHEETS/ GALGULATIONS d� AND ARCHITECTURE P.G. DATE: 5-15-24 °� )� LINTELS SUPPORTING MASONRY s' ••:83;9••'• •Q�e`� ';Is,_ :.: Q� 2-16' COMMON (3j' x 0.132") VENEER WALLS Uboo DEMONSTRATING "ENERGY EFF I G I ENGY" GOMPL I ANGY WITH SEGTI ON N 1101.1 OE THE 2020 NYSRC �'�i,�'OF NEB�o % �d ` 68 WEST MAIN STREET OYSTER BAY, N.Y. I I-r-t l SCALE: A5 NOTED o� If it (516) C122-5q-76 (FAX) C122-6255 BY: M.M. �b WEB: WWW.0Y5TEF5AYDRAFTING.GOM EMAIL: ARCHITECT@OYSTERBAYDRAFTIN6.00M JOB NO: 24058 GENERAL CONDITIONS OF THE WORK: 5- ALL WORK LET UNDER THESE DRAWINGS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF 51TE WORK, GRADING AND'LA05C:APING I- THESE NOTES SHALL APPLY TO THE GENERAL CONTRACTOR, EACH SUB-CONTRACTOR AND THE OWNER'S OWN FORCES. EACH CONTRACTOR ONE (1) YEAR FROM THE DATE OF THE ACCEPTANCE OF THE OWNER. GRANTING A CERTIFICATE OF OCCUPANCY, OR THE OWNER'S USE OF I- CONTRACTOR SHAL:-':FROM EFFECTED AREAS OF THE SITE AND REDISTRIBUTE ALL TOPSOIL UPON COMPLETION OF THE WORK, PROVIDING SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL TRADES ANp ASPECTS OF THE WORK. EACH CONTRACTOR SHALL THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. FOR FINISHED.:,GPADIN6':'AND RES�r-bJKG OF THE LAWN AS DIRECTED BY THE OWNER. COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL ALSO DELIVER ALL MANUFACTURES' WARRANTIES, GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL 5N'A)_L N4T::O.:..PLACED'.-A-�AINST FOUNDATION WALLS UNTIL THE CONCRETE 15 OF SUFFICIENT STRENGTH AND UNTIL THE WALLS 2- THE CONTRACTOR SHALL INSPECT THE 51TE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS AND FIELD CONSTRUCTION PERTAINING TO HIS WORK. ARE PROk'E•P.I..Y. BRACED•�T()?::-'AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING. CRITERIA PRIOR TO SUBMISSION OF BIDS AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL ALSO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE AND OWNER'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE TO THE TERMS SPECIFIED ESTABLISHED IN THE AGREEMENTS BETWEEN EACH CONTRACTOR AND THE OWNER. 3- 'GRAT3iJV :AJJtD:. LL NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL BLEND INTO EXISTING GRADES. CONTRACTORS 4- ALL SITE DESIf; :�..... NG TOPOGRAPHY, STORM DRAINAGE, SPECIAL PAVING LANDSCAPING, ETC. SHALL BE PROVIDED BY OTHERS HEREIN AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. ARCHITECT'S SERVICES DURING CONSTRUCTION .. :::UNLESS SPECIFIED HEREIN. 3- NOTHING ON THESE DRAWINGS SHALL BE CONSTRUED AS MODIFYING IN ANY WAY THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR I- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRAC`'%'2:OR A SUB-CONTRACTORS N.0R;::.. •�;: T'.::CDNTRACTOR STALL PROVIDE FOR ALL DRIVEWAY MODIFICATIONS AS REQUIRED ALLOWING FOR ACCESS TO AND FROM THE SITE. ALL NEW OR THE CONTRACTOR AND SUB CONTRACTORS. SHALL HE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. THE OBLIGATION OF THE.CONTRACTQR:::5 IALL'•NOT EXTEND TO Tk4E. •• C1 RED., CURB:Ct1TS AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE GOVERNING MUNICIPALITY 2020 NYSRC.. q- THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING THE CONSTRUCTION PHASE OF THE LIABILITY OF THE ARCHITECT, HI5 AGENTS OR EMPLOYEES. A OF THE CONTRACTOR SUB-CONTRACTORS OR THE DOt) .�;�ND WINDC>VJ NOTES: PROJECT WHICH MAY REQUIRE ADDITIONAL MEASURES 70 BE TAKEN ON THE PART , 2- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR NOR HAS CONTROL OR CNARGE. F CONSIiO ON Mv;JifS..:SEQUENCES':::OR RELATED TO THE ADDITIONAL WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER INCLUDING THE I V. :.. I- ALL NEW WINDOWS SHALL BE PERMA-SHIELD FINISH IN WHITE AS MANUFACTURED BY ANDER50N OR APPROVED EQUAL - FURNISHED WITH ARCHITECT. ANY AND ALL COSTS RE PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR 5HA ::•RE RESPM9LE F. ADEQUATE} •.BRACING`A.... .. INSECT SC NS " ADDITIONAL SERVICES OF ANY OUTSIDE AGENCIES, INCLUDING BUT NOT LIMITED TO SURVEYING PILES, EXTERMINATION, BORINGS PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE COLLARS ::I71.STORTIO�$:AND MISALIGNC1ENT.ACCORDING TO-`.".**.,-. .•.•,, E T REE GRILLS JAMB EXTENSIONS TRIM, ETC., WITH 5/8 INSULATED GLASS UNLESS OTHERWISE AGREED TO. UNDERPINNING, SITE DRAINAGE ADDITIONAL CONSULTATIONS SITE VISITS, CERTIFICATION LETTERS AMENDMENTS AS BUILT DRAWINGS, ETC. APPLICABLE CODES. �"""' .................. 2- ALL EXTERIOR DOORS WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED.. 3- ALL WINDOWS DOORS WITH GLAZING IS" OR BELOW ABOVE FINISHED FLOOR A.F.F. SHALL BE ORDERED WITH TEMPERED GLASS. 3- THE ARCHITECT HAS NOT BEEN RETAINED ON THIS PROJECT FO.I�;:BIDDING AND/OR THE`NEG'OTIATION AND ADMINfSTR....T 6 .OF THE ( ) CONTRACTS FOR CONSTRUCTION OF THIS PROJECT. IF PROJECT LIES WITHIN A MILE OF THE COAST LINE, ALL WINDOWS ✓f; DOORS SHALL BE ORDERED WITH LAMINATED GLASS. EXISTING 51TE CONDITIONS q- THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTIONS;'AND/OR OBSERVATION OF THE CONSTRUCION. 4- CONTRACTOR TO VERIFY ALL ALL OF THE ARCHITECT'S WINDOW f DOOR SPECIFICATIONS PRIOR TO ORDERING ANY WINDOW/DOORS. I- ALL EXISTING EQUIPMENT, UTILITIES STRUCTURES AND OTHER ITEMS INTERFERING WITH THE INSTALLATION OF THE PROPOSED EQUIPMENT 5- NO REQUEST FROM ANY PARTY FOR INFORMATION R•EGXR`D. G:.0 AS51FICATION AMPLIFICATION OR EXf'I %ATION OF THE��-DRAWINGS OR IF THERE ARE ANY DISCREPANCIES WITH SIZES IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH ARCHITECT PRIOR TO AND STRUCTURES SHALL BE REMOVED AND REPLACED AND SHALL BE SUBJECT TO APPROVAL OF THE OWNER. NOTATION, OR REQUEST FOR PERMISSION TO VARY.-.OR DEVIATE�'fR0M:THE REQUIREMENTS OF THESE DRANlNGS::-oR NOTATIONS, WILL BE COMMENCEMENT OF ANY WORK. 2- THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, PIPING AND RELATED ITEMS ENTERTAINED BY THE ARCHITECT UNLESS THEY• ARE" ET FORTH IN`f 3T.ING AND ADDRESSED TO THE`.;OWN }2`:.:..:F::: 'NE OWNER REFERS 5- CONTRACTOR SHALL CONSULT WITH OWNER PRIOR TO ORDERING ANY WINDOW AND DOOR HARDWARE FOR OWNER SPECIFICATIONS. PRIOR TO THE COMMENCEMENT OF WORK:. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE THESE REQUESTS TO THE ARCHITECT, THE.ARC-.14TECT WILL WITH REASONABLE PRONPTJES5 CONSIDER -.THE MAT-TER AND RESPOND IN ROOFING: AGREED UPON BY THE OWNER. WRITING TO THE OWNER FOR TRANSMITTAf TO'"*....•.PARTY CONCERNED. THE ARCNJTECTiREPRES. DOES.'-.NO.T, NOR WILL ASSUME, I- ALL METAL FLASHING WHERE CALLED FOR ON PLANS SHALL BE COPPER OR ALUMINUM 3- ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT, BUT SHALL BE UNDERSTOOD THAT ANY RESPONSIBILITY WITH REGARD TD fHE ABOV ::F1ENTIONED TYPES OF INQUIRti"UNLES :kVE PROCEDURE IS FOLLOWED. 2- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM 0 N A THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET UNFORESEEN OR .. T E T THE APPROVED STORM WATER ANY OTHER CONDITIONS. TEMPORARY PROTECTION AND'STtCURES "" DRAINAGE SYSTEM I- N CONTRACTOR SHAL{ :..:.E.RESPON ISLE FOR TEMPORARY EU'C'. .RIC. I A:...ER. TOIL..�fi::.ACILITIES FENCING BARRICADES SECURITY AND 3- ALL SKYLIGHT OPENINGS SHALL BE PROPERLY FLASHED. 4- DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS AND ARE SUBJECT TO REVISIONS AS PER ACTUAL THE . ...D. $.. .. ...:;:,. ....... .. 4- ALL WORK SHALL BEAR A WRITTEN ONE I A"` •"` • -.H ` TTE E YEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF THE OWNER'S FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS HEREIN SHOWN, AND ALL DISCREPANCIES ARE TO BE CLEAN UP AS AGREED. UPON'`::. k.... `Ti... OkJNER ANp THE CON7R� .... UI'�;;CDMPL.., OF WORK THE CONTRACTOR SHALL BROOM ACC ANC ADDITIONAL BROUGHT TO THE ARCH ITECT'S/REPRE5. ATTENTION BEFORE COMMENCING WITH THE WORK. CLEAN ALL AFFECTED`AREAS `Aflf0;?CART A�IaY'ALL DEBRIS. EPT E, DD TIONAL MANUFACTURER WARRANTIES SHALL BE PROVIDED WHEN APPROPRIATE. N N COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS THE 2- THE CONT;RACTOR'SHALL CONE ...... L WORK TO PRECLUDE THE L ..... OF:WEATHER ON COMPLETED WORK, OR WORK IN PROGRESS. 5- ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" (MEASURED VERTICALLY) ABOVE FLAT ROOF. 5 IF IN THE R A WO AND NOTIFY THE ARCHITECT SD AS TO ALLEVIATE SUCH CONFLICT WITHOUT BURDEN TO THE OWNER. THE CONTRATQ{ :;;SNA :F..ASSUME 'A ::RESPONSIBlCITY AND EXPENSE OF':T: :I fPORARY ENCLOSURES WHERE NECESSARY. DUST PARTITIONS 6- FOR ROOFS PITCHED 3:12 AND UP, NEW ROOFING SHALL BE ASPHALT SHINGLES(UNLESS OTHERWISE NOTED) OVER 15# FELT , I LAYER OF CONTRACTOR SHALL STOP ALL WORK SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY ARE:T.Q.--ff PROVIDED BETWEEN WORK AREAS AND THE REST OF THE BUILDING. UNDERLAYMENT REQUIRED WHEN ROOF PITCH 15 4:12 AND ABOVE, OTHERWISE TWO LAYERS SHALL BE USED FROM 3:12 UP TO 4:12, INSTALL ARISING THERE FROM. 3- EkC:..C.flNTRACT:OR::•SHALL;':BE RE5POI451BLE FOR ALL L055 OR DAMAGE ARISING FROM THE ACTION OF THE ELEMENTS SUCH AS WATER AND LAP JOINTS AS PER 2020 NYSRC, AND MANUFACTURERS SPECIFICATIONS. PROVIDE AN ICE AND WATER SHIELD 6- HE CONTRACTOR SHALL CHECK AND VERIFY LOCATION OF ANY EXISTING OVERHEAD OR UNDERGROUND ELECTRICAL OR OTHER HAZARDOUS`'`' Un'AT, WIfNV OR OTIJEN:::t1NFORESEEN..Off-F-iC- -.TIES THAT MAY BE ENCOUNTERED IN PERFORMING THE WORK TO BE DONE UNDER HIS CONTRACT. UNDERLAYMENT WITHIN 2'-0" (PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW, FOR ALL ROOF T UTILITY LINES AND TO ARRANGE FOR THEIR SAFE RELOCATION. ItN:: ..EVENT OF ANr`.� 1J5PENSION••OF W012- :�:�k� 1.CONTRACTOR OR SUB-CONTRACTOR SHALL PROTECT HIS WORK AND MATERIALS AGAINST OVERHANGS. ASPHALT SHINGLES TO BE ATTACHED WITH A MIN OF TWO 12GX3/4" LONG GALVANIZED ROOFING NAILS MIN TWO PER SINGLE 7- THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED DIMENSIONS AND CONDITIONS AT THE BUILDING. NO LATER CLAIMS WILL BE ""'*:':;;;::•. DAi7A�-E•"OR LOSS. ANY WORK OR MATERIALS TIAA�::HAVE BEEN DAMAGED/DESTROYED OR LOST BECAUSE OF FAILURE OF ANY CONTRACTOR OR SHINGLE AND 51X PER STRIP SHINGLE CONSIDERED FOR LABOR EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INFORMAT 0N, LACK;;;;;;:SUB=C�N3NACTOR TO SO..PROTECT HI5 WORK OR h`N?;TERIALS SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR. 7- FOR ROOFS PITCHED BETWEEN 1:12 AND 3:12, NEW ROOFING SHALL BE ROLLED ROOFING WITH AN ICE AND WATER SHIELD UNDERLAYMENT :: TNE`f NTRACTOR 5Hfi't*:CONDUCT ALL WORK IN`'SUCH A MANNER 50 TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF WITHIN 2'-0" PROJECTED HORIZONTALLY FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW FOR ALL ROOF OVERHANGS. OF SITE INSPECTIONS OR IMPROPER EVALUATION OF THE WORK INVOLVED. ( ) -WE)JACENT STRUCTURES EQkJ:I...It I.T,. OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK THE CONTRACTOR SHALL REPAIR 8- FOR ROOFS BELOW I:I2 BUILT UP ROOFING SHALL BE A 20 YEAR JOHNS MANVILLE ROOFING SYSTEM, CONSISTING OF I LAYER OF NRGII I501 8- CONTRACTOR MUST VERIFY WITH HIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR THIS PROJECT •. PRIOR TO SUBMITTING A BID. OR REPLACE SAID DAMAGED ITENt :T:O::THE• SATISFACTION OF THE OWNER AND AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL I LAYER OF DYNABA5E SET IN MBRCAA AND I LAYER OF DYNAKAP SET IN MBRCAA. •.:::... q- CONTRACTOR TO VERIFY LOCATIONS OF MASTS METERS SUB-PANELS ETC. FOR RELOCATION AS REQUIRED F> ::-T PR?OJECT. BEAR ANl"AND-ALL COST5:1.,ASSOCIATED WITH WORK DISCONTINUATION ENGINEERING CONSULTATION MATERIALS TESTING, REPAIR AND ALL q- NEW WORK SHALL TIE IN AND LAP SO AS TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING PRACTICES ADDRESSED IN THE .... CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS. " MISCE..[�A EOl15`RELATED 17? MS. 2020 NYSRC. ::. :::. 5- TIDE::: NTRACT.'O. :;.5NALL DRACE SNORE REINFORCE AND/OR UNDERPIN ALL STRUCTURES, INCLUDING NEIGHBORING STRUCTURES, AS 10- ALL EXTERIOR NAILING SHALL BE ALUMINUM OR GALVANIZED. "...'"' 11- FLASHING 0 CONTRACTOR'S RESPONSIBILITIES FOR COORDINATION AND WORKMANSHIP REQUIREt�•:FOR SAF1:.: 1'ERATION. G T BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE _ 6- THE CONTRACTOR:IS TO TAKE ALL NECESSARY AND PRUDENT STEPS TO SNORE AND BRACE EXISTING STRUCTURES PRIOR TO PROVIDED AT HIPS, RIDGES, VALLEYS, CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUND. WALLS. I- THE CONTRACTOR SHALL COORDINATE- SCHEDULING OF SUB CONTRACTORS AND OTHER CONTRACTS`AN...... ALL PROVIDE .. POSSIBLE COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WORK. THE GENERAL CONTRACTOR SHALL G( ff?LETE A COMPREHENSIVE INSTALLATIOfN:::flF.'.AEADER5 FOR NEW OPENINGS. THE PROPER AND SAFE EXECUTION OF THIS WORK 15 THE SOLE RESPONSIBILITY OF THE 12- INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING CONTRACTOR..'.'.* IN FLAT ROOF AREAS. SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS AND SHALL SUBMIT THE SAME TO THE OWNER`I{.f ....:... ABLE FORMAT::�aR 7- EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND PROTECTION THEREOF SUCH AS 13- ALL INTERIOR LEADERS ARE TO HAVE I/2" EDAM SOUND INSULATION OVER PVC PIPING. REVIEW WELL IN ADVANCE OF WORK COMMENCEMENT. SCAFFOLDS STAGING PLATFORMS RUNWAYS HOISTS LADDERS CHUTES TEMPORARY FLOORING GUARDS RAILINGS SHAFT WAY 14- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER 2- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERRUPTbl S TO NORMAL':::OWNER.::.:•:::•:.. PROTECTIONS ETC. FOR THE PROTECTION OF WORKMEN AND TO THE PUBLIC SHALL BE PROVIDED ERECTED AND MAINTAINED IN DRAINAGE SYSTEM. OPERATIONS. ........................ACCORDANCE WITH THE REQUIREMENTS OF ALL NEW YORK STATE CODES, AND ALL OTHER LAWS, RULES, OR ORDINANCE5.OF ALL 3- EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, FITTING AND PATCHING OF HI5 WORK THAT MAY BE REQUI'PED TO`COMELETE ••""'""' FINISH WORK NOTES: GOVERNMENTAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION. THE WORK OF HIS CONTRACT. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER CONTRACTOR BY:::k��AVAT'NG, CUTTINC�y'QR; I- TRIM, MOLDINGS, CASINGS, WINDOW FRAMES, ETC. SHALL MATCH EXISTING UNLESS OTHERWISE NOTED ON DRAWINGS, PAINT OR STAIN AS ` ` '• 8- THE CONTRACTOR SHALL PROVIDE ERECT MAINTAIN THOSE ITEMS REQUIRED FOR USE OBTAINING ALL NECESSARY PERMITS INSPECTIONS OTHERWISE ALTERING ANY OF ANY OTHER CONTRACTORS WORK, AND NO CONTRACTOR SHALL DO SO WIMUT *P�&..W>RFTTEN`•,CONSENT*OF PER OWNER. AND APPROVALS AND REMOVE THOSE ITEMS WHICH HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE OWNER UNLESS OTHERWISE THE OWNER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY RE�PONSlf3:'E .T. " FONE. STIPULATED BY THE OWNER. 2- CONTRACTOR SHALL PROVIDE WOOD STEPS TO GRADE(UNLESS OTHERWISE NOTED). NUMBER OF STEPS REQUIRED TO BE DETERMINED IN FIELD. 4- CONTRACTORS OR SUB-CONTRACTORS WHOSE WORK AND INSTALLATIONS REQUIRE SLEEVES, .NA.-1. . INSERTS, WIL'T�,..,ANCHORS, ETC., TO ALL DECK LUMBER TO BE A.C.Q.(ARSENIC FREE PRESSURE TREATED LUMBER) BE BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEMS::TO THE-: Af.'.PROPRIATE'Ci�NTRACTOR WHO WILL DEMOLITION NOTES: 3- ALL EXTERIOR WOOD FENCE AND DECKING MATERIALS TO BE WATER SEALED. ... ......... ... SET THESE TO WORK IN THE LOCATIONS ESTABLISHED BY THE CONTRACTOR WHO REQUIRES THESE ITEM-5.::.-.-.THESE ITEMS SHALL BE I- THE CONTRACTOR SHALL ASCERTAIN THAT THE AREA OF DEMOLITION HAS BEEN CLEARED OF ALL FURNITURE AND MOVABLE EQUIPMENT IN 4- CONTRACTOR SHALL SEAL AND / OR PRIME ALL DOORS IMMEDIATELY UPON INSTALLATION TO AVOID WARPING. PROVIDED AND THEIR LOCATIONS COORDINATED SUFFICIENTLY IN ADVANCE, 50 AS NOT`'`F0''DELAY THE Pf�QGRESS OF A JOB AS A WHOLE. ORDER TO ALLOW FOR DEMOLITION TO PROCEED. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY SUCH CONDITIONS 5- ALL GLAZING AND SKYLIGHTS SHALL BE IN ACCORDANCE WITH THE 2020 NYSRC, FOR IMPACT RESISTANCES. ALL SUCH ITEMS SHALL BE INCORPORATED 50 THEY WILL MEET THE CORRECT PHYS%ICAL ELEVATIONS OF rl{WR5 AT EACH LEVEL. THEY PREVENTING HIS PROCEEDING WITH THE DEMOLITION. SHALL BE SECURED INTO THE FRAMEWORK FOR CONCRETE 50 AS TO MAINTAN THU--:-.'.- - :...p-ATION AND POSITION DURING THE PLACING 2- ALL ELECTRICAL NIGH OR LOW VOLTAGE CONDUITS WIRES INSTRUMENTS AND EQUIPMENT ADJACENT TO OR CONTAINED WITHIN 6- ALL GYPSUM BOARD WALLS AND CEILINGS SHALL BE TAPED AND SANDED WITH A MIN OF 3 COATS OF SPACKLE PRIMED AND READY FOR OF CONCRETE AND REMOVAL OF FORMWORK. PARTITIONS TO BE REMOVED BACK TO THE NEXT PANEL BOARD AND SHUTDOWN. NO CIRCUITS, WIRES OR EQUIPMENT SHALL REMAIN OPEN WALL FINISHING, AS PER OWNER. 5- THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS TO THE OWNER OF::THE VARIOUS ITEM5:SET FORTH SO AS TO ALLOW REASONABLE OR LIVE. 7- THE OWNER SHALL SELECT ALL COLORS FOR APPLIANCES, PAINT, TILE, CABINETRY, EXTERIOR PAINTING, COUNTER TOPS, AND KITCHEN AND ADEQUATE TIME FOR REVIEW, POSSIBLE CORRECTION, PO55}B�t.:RE5IJ F 1S5IDN, AND:::FQR''APPROVAL OF SUBMISSIONS WITHOUT DELAYING 3- DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF ALL ITEMS FROM SITE, EXCEPT ITEMS DESIGNATED TO BE REMOVED AND CABINETRY. THE PROGRESS OF THE ENTIRE PROJECT OP. ANY PHASE OF THE PR03E�F:::::*.'.". RETURNED TO THE OWNER FOR RE-USE. MATERIALS OR ITEMS SUCH AS DOORS AND FRAMES, GLA55 AND LIGHTING FIXTURES DESIGNATED 8- CARPETING 51!,�cL BE FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLESS OTHERWISE AWARDED IN THE CONTRACT 6- ANY MATERIALS OR WORKMANSHIP FOUND AT THE TIME.TC BE DEFECTIVE:: HALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS ON DRAWINGS TO REMAIN THE PROPERTY OF THE OWNER SHALL BE REMOVED WITH CARE AND STORED IN A LOCATION ON THE SITE TO BE q- CONTRACTOR SHALL PATCN•.AND MATCH ALL FINISHES AFFECTED BY THE NEW CONSTRUCTION FOR BOTH THE INTERIOR AND EXTERIOR. INSPECTION. THE INSPECTION OF THE WORK IS INTENDED•'Tl�:;:;AJD THE CONTRAtLTDR'IN APPLYING LABOR AND MATERIALS TO AND IN DESIGNATED BY THE OWNER. 10- UPON COMPLETION OF SHE WORK THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART AWAY ALL DEBRIS. ACCORDANCE WITH THE SPECIFICATIONS, BUT SUCN:::I:NSPECTI'ONI::: }TALL NOT OPERATE TO RELEASE THE CONTRACTOR FROM ANY OF HIS q- CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK, INCLUDING PERMITS FOR TRANSPORTING AND DISPOSAL OF DEBRIS AND II- WATERPROOF ALL BAT.4ROOM FLOOR AND PROVIDE COVE BASE AS PER 2020 NYSRC.. CONTRACTUAL OBLIGATIONS. OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. 12- ALL STAIR CONSTRUft--ib>I TO COf iff. WITH 2O20 NYSRC.. 7- ALL NEW MATERIALS AND INSTALLATIONS 5HALL•`:BC::IN ACCORDANCE WITH MFG. LATEST PRINTED SPECIFICATIONS AND WITH ALL 5- CONTRACTOR IS REQUIRED TO NOTIFY OWNERS OF ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE DAYS PRIOR. TO TIME .......... 13- GLASS ENCLb51SR. AC.... ..P 5N 4... ANp TUBS SHALL BE IN COMPLIANCE WITH THE 2020 NYSRC. GOVERNING CODE REQUIREMENTS. 11 REQUIRED TO BE SHUTDOWN. 8- ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN Tft DRAWINGS, AND THE BEST OF THEIR RESPECTIVE KINDS. THE CONTRACTOR 6- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS SUCH AS GUARDRAILS, BARRICADES, COVERING, ETC., TO MASONIRY.".'1? `::;.::::.... • WITHOUT WRITTEN APPROVAL OF THE ARCHITECT SHALL MAKE NO SUBSTITUTIONS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL BUT PROTECT THE WORKMAN AND PUBLIC FROM ANY FORM OF BODILY INJURY. is FROVIDE:.WEEPri�L:fS:: :: -0" D.C. ..:.,. WHICH ARE SHOWN GENERALLY, OR FOR REASONABLE INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION, THE 7- PROVIDE AND MAINTAIN NECESSARY COVERINGS AND BOARDING TO PROTECT EXISTING WORK AND FINISHES TO'•REMAIN. UPON .: 2::-.PROVIDE'GALVANIZED WALL TIES TO ANCHOR BRICK. MATERIAL, METHODS, AND WORKMANSH P SHALL CONFORM, AE A MINIMUM, TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT THE COMPLETION, REMOVE ALL PROTECTION AND CLEAN DOWN ALL SURFACES AND LEAVE ALL CONSTRUGFro�f. f.4 A c-,EAN, ORDERLY CONDITION..... '--',.(�tJ.ROWALL'R.EINFORCED @ 16" D.C. VERTICALLY. CORRESPONDING PARTS OF THE BUILDING. DUST SHALL BE KEPT AT A MINIMUM WITH PROTECTIVE COVERING REQUIRED OVER EXISTING FINISHES (64 T, `T.C.) TO BE PROVIDED. '`"`'....%... 4...F...... NSION JOI:NFS @ 30'-0" O.C. VERTICALLY (MAX.) AND AT INTERSECTIONS. q- NO MATERIALS OF ANY KIND SHALL BE USED UPON THE WORK UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY THE OWNER. ALL 8- THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY IMPROPER••F'ROT.ELTION -AN:D.;•5HALL MAKE ALL REPAJJ S• " MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FROM THE WORK AND NOT AGAIN OFFERED FOR INSPECTION. WITHOUT C05T TO THE OWNER, ELECI`i�l>�...:NOTES: .. I. AL ELt ICAL H . 10- ALL WORK SHALL BE EXECUTED IN 4 WORKMANLIKE MANNER AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. q- ALL REMOVALS SHALL BE NEATLY AND SAFELY DONE, CAUSING NO DAMAGE TO WORK..TO REMAIN:;:.DEBRIS°., RUBBISM:•,:.,. . NOT`f3;n':•:. L F R WORK SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWED FOR IT AND SHALL BE IN STRICT CONFORMANCE TO THE 11- ITEMS SHOWN ON PLANS BUT NOT SPECIFICALLY STATED IN THE SPECIFICATIONS AND/OR VICE VERSA SHALL BE CONSIDERED TO BE ALLOWED TO ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. `." """ :;;:.;:;:;• NATIONAL ELECTRICAL CODE, GOVERNING MUNICIPALITY AND NFPA 72. INCLUDED IN THE CONTRACT. 10- MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN KEEP IN SERVICE AND PROTECT AAJN5T DAMAGE DURINQ..PV`}OLITION OPERATIONS':: :: :2• PROVIDE SEPARATE CIRCUITS FOR ALL APPLIANCES, AMPERAGES BASED ON MANUFACTURES SPECIFICATIONS. ::` 3. CONTRACTOR IS TO VERIFY WITH THE OWNER, IF THE OWNER WILL BE PURCHASING APPLIANCES AND HAVING THEM INSTALLED BY OTHERS PRIOR TO CODE COMPLIANCE EXCAVATIONS AND SUBSURFACE SOIL CONDITIONS "' SUBMITTING A BID ON THE PROJECT. ,. I- ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY AND ALL APPLICABLE 2020 NY5RC. I- CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AREAS OF TINE SITE AND SAVE FOR REDISTRIBUTION. THE COhIT:Ni1CTOR SHALL 4. CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, ANY AND ALL INTERCOM, ALARM, THERMOSTAT, TELEPHONE AND/OR TV ANTENNA WIRING CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES. THESE RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS, THEN REMOVE ALL EXCESS EARTH FROM THE SITE. IN WALLS PRIOR TO SHEETROCKING. ALL WIRING SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED ::':':I. S 0 ALL LOW BADE UTILI I'ES`:`{ >a..ER AND SEWA'E LINES AND INCLUDE THIE FOLLOWING: EQUIPMENT APPLICATIONS / INSTALLATIONS THE PROPER SEQUENCE OF TRADES AND PHASES OF CONSTRUCTION FILING PROCEDURES AND 2- PRIOR TO EXCAVATION THE CONTRACTOR SHALL VERIFY`7uE'-Lo1G T'C.: : F L BE G T ..,,,::.,;:T,:::.. . G A) ALL WIRING FOR NEW SWITCHES OUTLETS FIXTURES RE-CIRCUITING NECESSARY TO ALLOW FOR ALL NEW WORK ALL REWIRING OF EXISTING GENERAL ACCEPTABLE BUILDING PRACTICES OUTLINED BY THESE CODES. THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY DRYWELLS, SEPTIC SYSTEMS, AND ANY OTHER FACIL•fTJES.. FIXTURES AND LABELING OF CIRCUIT BREAKERS TO INDICATE CIRCUIT USE. ..::::::::. :. .:• ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES THAT MAY BE AFFECTED BY IT'S ALTERATION. BE IT KNOWN THAT ALL 3- ALL EXISTING FILL, ROOTS AND OTHER UN5UIFARLE BEARING MATERIA'::SE:IALL BE REMOVED AND FOOTING5•.CARR-I:Ef*TO THE BOTTOM OF B) FURNISH NFBU CERTIFICATE AT COMPLETION OF WORK. NOTES AND SPECIFICATIONS SHOWN HEREIN, WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES, ARE RECOMMENDATIONS OF THIS OFFICE SUCH EXCAVATION. .. 5. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE AND ARE SUBJECT TO CHANGE AS PER ANY GOVERNING AGENCIES AND REPRESENTATIVES THEREOF ANY DISCREPANCIES WHICH MAY ARISE 4- ALL FOOTINGS SHALL BEAR ON VIRGIN Snit. 1-10 '.'k MINIMUM BEARING CAPACI-'31`;:QF TWO_.(.2):..TONS PER•:SQUARE FOOT. CONTRACTOR TO BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND ATTACHED GARAGES BUT NOT INCLUDING CRAWL SPACES BETWEEN THESE DRAWINGS AND SAID REQUIREMENTS SHALL BE BROUGHT TO THE ARCHITECT'S/REPRES./REPRE5. ATTENTION BEFORE VERIFY ASSUMED SOIL-BEARING CAPACITY ANp.5HAL'E::A" LIME FULL RESPONSIBILITY-:'F,Of.:..SArlE-'::::.' NTRACTOR TO NOTIFY THE ARCHITECT AND UNIHABITABLE ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL WILL ACTIVATE THE COMMENCEMENT OF WORK IN QUES"ION, OF ANY 501L VARIATION OR COND[Tl' t::ADVERSELY AFEE :I#..I ASSUMED.BEAk�}Al,••CAPA' I: Y:.:PRIOI�'`t `ENE POURING OF ANY FOOTINGS. ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL EACH CONTRACTOR SHALL COMPLY I�11TH THE REQUIREMENTS OF THE FIRE CODE OF NEW YORK STATE NEW YORK STATE ENERGY 5- IN THE EVENT THAT THE.. QNTRACTIR DISCOVERS CLAD;'SILT .Q.P:;.O.TNER' } ;:THE CNT•RACTOR SHALL COORDINATE A TEST BORING IN INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL SMOKE DETECTORS IS PROHIBITED. CARBON MONOXIDE ALARMS SHALL BE 2- E TR INSTALLED IN EACH D^dELLING UNIT ON ANY STORY HAVING A SLEEPING AREA, AND ON ANY STORY HAVING FUEL-FIRED OR SOLID-FUEL "APPLIANCES .. CONSERVATION CODE FEDERAL O.S.N.A. AND ALL OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION, INSOFAR AS APPLICABLE ACCORDANCE WITH THE OWNER`''';...... ACTQR.:AGREEMENT TO VERIFf TI.E PRE5fJ..fED MINIE{l)1 BEARING CAPACITY. ft'..... AND EQUIPM NT IREPLACES OR ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE TO HIS PORTION OF THE WORK. 6- ALL EXTERIOR FOOTINGS•SNAL'D:5:E::A MINlf��!f`?;::OF 3'-0" BELOW GRA'DF::tJ{JLESS t4TED OTHERWISE IN PLANS. ::•: ACTUATION OF ONE ALARM WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL 3- NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRJED AS RELIEVING THE CONTRACTOR FROM AN EXECUTION OF ALL WORK IN CONCRETE ✓E FOUNDATION NOTES: BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL CARBON MONOXIDE ACCORDANCE WITH ALL STATE AND LOCAL CODES. I- PERFORU. REQUIR:�:j :::ALTERATIONS T0:'RI5TING:CONCRETE. NEW WORK WBTAfLED ADJACENT TO AND CONNECTING WITH PRESENT WORK DETECTORS 15 PRUHIBITED. . PERMITS, INSPECTIONS AND APPROVAL5 SHALL i'fAT:CN:::.EXIST[N1*:;•:.JOINTS:::BETWEEN NEW AND;EXISTING WORK SHALL BE TROWELED SMOOTH AND EVEN. PROVIDE EXPANSION JOINTS 6. CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION AND QUANTITY OF LIGHTING FIXTURES, SWITCHES, OUTLETS, ETC. PRIOR TO PROVIDING BID AS;:RQUIRED " ON PROJECT. I- UNLESS OTHERWISE AGREED UPON BETWEEN THE ARCHITEC- AND THE OWNER, THE OWNER SHALL PAY FOR AND THE CONTRACTOR SHALL „ TOWNSHIP 0 GOVERNING MUNICIPALITY10 0 STARTING AN WO 2-'•� TlNG5:`AT DIFFERENIT:-`LEVELS 5I4Aff'f :5:'I f.P-PED 50 THAT THE CLEAR DISTANCE BETWEEN ADJACENT BOTTOM EDGES SHALL NOT 7. PROVIDE A MINIMUM OF ONE OUTLET IN A HALLWAY THAT EXCEEDS q-o IN LENGTH. OBTAIN A BUILDING PERMIT FROM THE VILLAGE, T P R G VER G PRIOR T Y RK. 8. PROVIDE ONE OUTLET IN EACH ROOM A MINIMUM OF 6'-0" FROM THE ENTRANCE To THAT ROOM. 2- THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS PERMITS CERTIFICATES OF OCCUPANCY INSPECTION APPROVALS ETC. FOR;•;:•:::,EXCE)-:.:"SLOPE OF ONE`VERTICAL TO TWO NORI�bIfJAL OR DEPENDENT UPON LOCAL GOVERNING CODES WHICHEVER IS PREVALENT. WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. t�':3:=:.CONCI �:�E•.FOUNDATIONS SHALL BE POURED CONTINk.06LY. IF POUR IS INTERRUPTED A VERTICAL KEY SHALL BE PROVIDED. q. PROVIDE A MINIMUM OF ONE G.F.C.I. OUTLET WITHIN 3'-0" OF ANY SINK AND A MINIMUM OF ONE IN EVERY BATHROOM UNLESS OTHERWISE SPECIFIED. 3- THE CONTRACTOR SHALL HAVE A COMPETENT REPRESENTATIVE OR FOREMAN PRESENT WHO SHALL FOLLOW WITHOUT DELAY ALL : : ''NiNNtZONTAL:JOINTS ARE NOT:{... .. TED. 10. CONTRACTOR MUST VERIFY WITH NIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR THIS PROJECT PRIOR TO SUBMITTING A BID. INSTRUCTIONS OF THE OWNER OR HIS/HER ASSISTANTS IN THE PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH THIS::: ::•:. 4 :;.:C-ONTRACTOR SHALL VERIFY:l).fINENSIONS AND LOCATIONS OF SLOTS, PIPE SLEEVES INSERTS ANCHOR BOLTS ELECTRIC CONDUITS ETC. II. CONTRACTOR TO VERIFY LOCATIONS OF MASTS METERS SUB-PANELS ETC. FOR RELOCATION AS REQUIRED FOR THE PROJECT. CONTRACTOR MUST CONTRACT, AND SHALL HAVE FULL AUTHORITY TO SUPPLY LABOR AND MATERIALS IMMEDIATELY. THE CONTRACTOR 5HALJ.``AGSO HAVE`-A.: . AS'�fQUIRED FOR TRADES BEFOR'L::F?(`ACENG CONCRETE. ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO COMMENCEMENT OF WORK t BIDDING. COMPETENT REPRESENTATIVE AVAILABLE TO RECEIVE TELEPHONE MESSAGES AND PROVIDE A REASONABLE REPLY A5.•SCJON AS:POSSIBLE :'` ::'--.5- A CONCRETE:;•SL•.00K FOUNDATION. 9AL.' :::SHALL BE ACCEPTED IN LIEU OF POURED CONCRETE WHERE PERMITTED BY LOCAL CODES. . .. BUT NOT LATER THAN 24 HOURS. "'G= FOR CRAWL SffdCES, BASEMENTS ANb CELLARS, ANCHOR BOLTS SHALL BE 5/8 DIA. WITH MINIMUM EMBEDDMENT OF 18 FOR MASONRY ":".. ::: :. , FIREPLACE NOTES: 4- THE CONTRACTOR SHALL AT ALL TIMES, PROVIDE CONSTANT AND EASY ACCESS AND SAFE PROPER FACILIT.I.ES•.FOR' N '::-MPEff-M`:•:::: WALLS'AND-':7:, FOR:.R0dR.ED COW,RETE WALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX. ONE FOOT FROM CORNERS AND :. :. :. ::"" , I. FIREPLACE CONSTRUCTION SHALL COMPLY WITH SECTION 7813.5D OF N.Y. STATE ECCC WITH A MAXIMUM OF 20 CFM AIR INFILTRATION LOSSES WITH DAMPER IN OF ALL PARTS OF THE WORK. 6" FROM END::GQNDITM :AND SPACED THEREAFTER A MAX. q8 O.C. FOR SINGLE STORY STRUCTURES AND 3-0 O.C. FOR TWO STORY CLOSED POSITION 5- THE CONTRACTOR SHALL P05T THE PERMIT ON THE JOB SITE AS PER BUILDING CODE REQUIREMENTS;:!N::..AN CC�SPICUOU5::V.[ACE•. STRUCTURES ANf :;�3` O.C' FOR THREE STORY STRUCTURES. NOTE THAT TWO STORY STRUCTURES WITH ROOF SLOPES EQUAL TO OR 2. FIREPLACE UNIT 'SHALL BE PROVIDED WITH 150 CFM OUTSIDE AIR INTAKE DUCT DAMPERED . GREATER TNAN'fii ::SNALL BE CONSIDERED THREE STORIES. ( ) 7- FOR SLABS ON:FRADE AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE FOUNDATION WALL, ANCHOR BOLTS 3. FIREPLACE TO BE"SUPERIOR" MODEL WITH OPTIONAL GLASS DOOR ASSEMBLY AND OUTSIDE COMBUSTION KIT INCLUDED. PAYMENTS TO THE CONTRACTOR SHALL BE 5/8" DIA. WITH MINIMUM EMBEDMENT OF IS". THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL MAX. ONE FOOT FROM A. FIREPLACE SHALL BE INSTALLED A5 PER MANUFACTURERS WRITTEN SPECIFICATIONS. ""'" """ 5. PROVIDE METAL WALL SHIELDS ON BOTH SIDES OF FIREPLACE OPENING (SUPERIOR W040 OR EQUAL). .. 5 S'•• 5 BEFORE ANY PAYMENT WILL BE MACE BY THE OWNER THE CONTRACTOR SHALL DELIVER To THE OWNER ANY .... R OR R'E�.:E� E OF .. CORNERS AND 6 FROM END CONDITIONS AND SPACED THEREAFTER A MAX. 33 O.C. 6. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN THE TOP OF ANY WINDOW WITHIN IY-0" OR LE55 THAN 2'-O" ABOVE ANY COMBUSTIBLE PART OF THE ROOF WITHIN ANY LIENS ARISING OUT OF HIS CONTRACT FOR WORK COMPLETED AS OF THE DATE OF THE REQUEST FOR PAYMENT. ;;:: :•.8- PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS SEALED ALONG PERIMETER WALLS AND SHIELDED TERMITE COLLARS AT 10'-0" 6- THE CONTRACTOR SHALL ALSO FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS BILLS FOR:U1 B 1(2, MA tALS ...PLUMBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED. AND EQUIPMENT, AND OTHER INDEBTEDNESS CONNECTED WITH HI5 WORK FOR WHICH THE OWNER OR HIS PROPERTYalIGHT .IK-`-ANY WAY:�3E, q- MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS TO BE AS FOLLOWS: PLUMBING NOTES: ...... RESPONSIBLE, HAVE BEEN PAID OR OTHERWISE SATISFIED. A) FOOTINGS, PIERS, FOUNDATION WALLS: F'C = 3,500 P.S.I. STONE CONCRETE. I. ALL PLUMBING WORK SHALL BE IN STRICT CONFORMANCE WITH ALL STATE AND LOCAL CODES. INSURANCE AND WARRANTIES B) SLAB ON GROUND: F'C = 2,500 P.S.I. CONCRETE. 2. NOT WATER NEATER SHALL HAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F. I- EACH CONTRACTOR AND SUB-CONTRACTOR SHALL SUBMIT PROOF OF INSURANCE WITH A COMPANY }N.:SI.f ED BY THE .5 ..... OF;.... PORK C) SUPERSTRUCTURE, SLAB: Ft = 3,500 P.S.I. CONCRETE. 3. PROVIDE NOT AND COLD WATER SUPPLY LINES TO A NEW REFRIGERATOR AS REQUIRED BY MANUFACTURES SPECIFICATIONS. HAVING COVERAGE FOR THE TYPES OF WORK SPECIFIED WITHIN TNI5 BID PACKAGE IN THE AMOUNT.-5 AND:::*-F RIODS SATISFACTORY TO THE D)3500 P.S.L MIN.COMPRESSIVE STRENGTH OF CONCRETE FOR GARAGE SLAB. 4. PROVIDE INSULATION ON ALL NEW PIPING AS REQUIRED BY CODE. OWNER. THE PROOF OF INSURANCE SHALL BE AS FOLLOWS: COMMERCIAL GENERAL LIABILITY.,. CON-RACTISA::PERSONAL INJURY, E)CONCRETE TO BE 5 TO 7% AIR-ENTRAINED,PER R 402.2 OF RCNYC 5. REMOVE AND RELOCATE ALL EXISTING PIPING AS REQUIRED TO ASSURE THE PROPER EXECUTION OF THE WORK. AUTOMOBILE LIABILITY, MEDICAL PAYMENTS AND UMBRELLA LIABILITY. FAILURE TO SUBMIT CERTIFICATE O .:.... �I2gNCE MAY CAUSE YOUR 10- ANTI-HYDRO SHALL BE ADDED IF POURING TAKES PLACE AT 32 DEGREES F OR LESS. 6. BELOW GROUND WASTE LINES SHALL BE X.H.C.I. PIPING. :;• 7. POTABLE LINES SHALL BE TYPE "L" COPPER. BID TO BE DISQUALIFIED. 8. THE PLUMBING CONTRACTOR SHALL PERFORM ALL REQUIRED GAS OR OIL PIPING AND VERIFY ANY SITE CONDITIONS 4 REQUIREMENTS . PERTAINING TO THERETO (IE. RELOCATION, UPGRADING, ETC)-PRIOR TO BIDDING AND COMMENCEMENT OF ANY WORK. q. SANITARY DISPOSAL SYSTEM SHALL BE COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR DESIGN AND INSTALLATION. THE OWNERS SURVEYOR SHALL BE RESPONSIBLE FOR DESIGN LOCATIONS OF THE FACILITIES AS WELL AS OBTAINING ALL PERMITS OR ��r1�tl11tl9/�� SHEET TITLE GONSTRUGTON DOCUMENTS :::;•:::... APPROVALS. `e® ED A '�i + u ............... .... 10. WATER MAIN MUST BE 7'-O" AWAY FROM THE SANITARY DISPOSAL SYSTEM AND 4'-O" DEEP.12. IN BEARING WALLS OR PARTITIONS NO ,. ,� .•...... ti �,i °� �' Iln STUD I5 TO BE CUT MORE THAN 1/3 IT'S DEPTH TO RECEIVE PIPING, DUCT OR ELECTRICAL WORK. `%. •'N\S M,,y•.•�� .1i �° PROJECT NAME GHRY551AD 5 RESIDENCE ....... :: : ::: ����:a� FAR Cam% ^� ,,: . A 5040 THE LONG WAY, �/G QQ //�� �/ T 0 a q *� : * Z 0 I STER J. A I 1�i�AfTI1�lG SHEET NO. �. = . d M„ da AND ,4i�GHITEGTUR P.G. DATE: 5-13-24 Q� �dn�.��9, •..783�9•.•yOQ.a`�� �o "•'.;Bo v v`>' Sr-ALE: A5 NOTED OF .. 68 WEST MAIN STREET OYSTER BAY N.Y. II771 <`111111 '�,A �`a Il' WEB: NM.0Y5TERE YDRAFFTNG.G M76MAIL: ARGHIE�@O6 ERBAYDRAFTIN6.GOM JOa NO: 24058 Q� 11 I