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HomeMy WebLinkAbout52296-Z ho�aof Sou Town Town of Southold * * P.O. Box 1179 53095 Main Rd UN'MN �o Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46889 Date: 03/08/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 3405 Leslie Rd Peconic, NY 11958 Sec/Block/Lot: 86.4-7 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/18/2025 Pursuant to which Building Permit No. 52296 and dated: 09/25/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory garage as applied for. The certificate is issued to: John Conley,Maureen Conley Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 210401 01/20/2026 PLUMBERS CERTIFICATION: V. A hori d S'gnature �aof So�Tyo TOWN OF SOUTHOLD BUILDING DEPARTMENT `�� • �� TOWN CLERK'S OFFICE UN"- i 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#: 52296 Date: 09/25/2025 Permission is hereby granted to: John Conley PO BOX 25 Peconic, NY 11958 To: construct an accessory garage as applied for. Premises Located at: 3405 Leslie Rd, Peconic, NY 11958 SCTM#86.-4-7 Pursuant to application dated 08/18/2025 and approved by the Building Inspector. To expire on 09/25/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $317.00 CO Accessory Structure $100.00 Total $417.00 Building Inspector r./�.•.�.o ., • • ro rr ry . . n�•:t •:.•r •r�.5::•. r•.:,v.:. •'• rl�5:,.�n •'2::M:�:�!:':'�Y�.Vf:,.�r�,.,t� r,i'.. hd01•J •��iy0•�1•�:•J�.��l•.�• �.�i:•.:J��.9�:•,H��•JN.�i•'•, ��i•.•, �144••,��'��•• .�� •,�1 4':❖.NI .,H ••O•:;:N•N.. 1.��' •r� .,1��4 ♦.�r i .�•�i•.•J.•i rvJ•1.• J��.• ,�,11 /��•�i�0it'Pi t`Ot0`i d�`A't t0"`i t`POdi OPP4 t`PPi`i t'i�:` Pi040 CPOP J010 09`�i 0�9:r' O�Wi'i et�404 tWJ�9�►✓�JPt`�i t`Ot0`i t`Oi`ib t4Wd��i OOti4� dP�`Ol j'�AWOr�f��•:v,,l I`;�� It1 It., IHI e, 11,1 ,,,, I 1 1 to L, 1,1 , I INI Itl I►1 L►, t1H 1111 Itt1 It11 It►, �L►, L►, I,,,r� •,:) �\y;,�,r►�9} f►frfrl►! �►tr►�lrl►t tl�r� ►tfr1►! �rlr! t+•l+Or!►} ►rfr► �fff!►t �t►f�9! ►lr�►� ►lrtr!►1 11f+r!►t 11�tt f►trffr!►!� +►+r►rt►! frtrfr!►f f►l►lt►l►►� ff►trl►f t►f►Nl►t f►lttrl►f +►fHrl►!� 1!►ln���.f;�' Electrical Inspection Certificate x x �1q. Electrical Inspection Service, Inc. "s Issue Date 376 Dunton Avenue Application Number 1/20/2026 East Patchogue, NY 11772 210401 tiff ( F t (631)286-6642 %;. } Issued To: John Conley Street: 3405 Leslie Road ". �.: : = Village: Peconic Zip: 11958 Town: Southold Ti..� — Section: 86 Block:4 Lot:7 Suffolk Lic#: ME-40564 ({�'•�:. Applicant: Gerarti Electrical Contracting (L) (cc) License Holder- Gerard M. RiviccioIf Bldg Permit: 52296 r; II,r.� :..:;:?•ill Was examined and found to be in compliance with the Residential and Building Code of New York. _tl� ❑ Commercial W Indoor ❑ New Bldg. ❑ 1st Floor ❑ Basement ❑ Pool ❑ Survey 1 Residential ❑ Outdoor ❑ Renovation ❑ 2nd Floor 91 Garage ❑ Hot Tub ❑ No Visual ❑ Addition ElLower Level ❑ 3rd/Attic �/❑ Defects Out Bldg. ❑ CSST Bond ilrg Devices ``=%•�j;'�� _ Switches Receptacles Fixtures GFCI Fans Track Plug Mold Smoke CO Combo ti 4r`3- ...................._..........._......................._................................................................................................._......................................................_..._......_.._..._........_............................_........_...................._...........................................................___......._......_..........._.............._......__...._............................. -'.• 1 5 6 7 3 --- --- --- --- --- --- �s::•✓ ter:i1}�;✓� . Branch Circuits ,: ,,•;,�,+ ry Dryer Range Oven Dishwash Microwave Laundry Furnace Gas Oil- Ran D er --.•� O.1, .................................................. .... ... ... .... ... .... ... ..... , Hydro Tub CAC 1 CAC 2 Heaters Special 1 Special 2 Special 3 Special 4 � ... . . ...... ...... --- -._. .... - _ ..... -. ................ .. ......... ti Meter Amps Phases Photovoltaic System kW S y ri illy;'r Panels Inverters ti ......._.-......-------......................... pr UG / OH Service Only Meter Main ..................._ .... ..... .......... .... .. ......_._.... ........__.. ..._.._... Z El F1 El . 4 �t Locations Inspected f+\ ( i ✓�_ ......................_ ............................................. ......................................................... l , _. oil •ly. x� rii% Other Equipment CB: 1-20A SP, 1-15A AFCI,2-20A AFCl/GFCI 11 ✓ till 1 AI r. ,1 r .1�•.�_ _�.1 Comments 4 •_ . ............ .................. _ ............ .... 0.�� C II�Gt�. W21•rCM,'ltu"l.. .r.�'il} Fra►-i!ce C. Richards Rough Inspection: 121312025 Final Inspection: 1/15/2026 Pre.-Odent Inspector: Anthony J. Richards l/ Inspector: Michael Arkinson i This certificate must not be altered in any manner. /lr I r i L I p Ij�,cif�;,;,f+IN► ;lflfll .rft a� .►►� . -+r �� �II'f ;►►II� a 1!+\ ,f►If►► ►►li a a 11lf, ►+IN► u1►u►_ ►lt►i►►+ ,,f►►Il►u ,ff►iiff ,fl�il,�►f v,,,fl�riiflf ,ffi���►4►��►►►►�r�i►►►e;. ►►►i�i�►►r►; ,►Ili►I :.,';�y �;r.�p�lll� a¢IIIIIII,I a¢,It►/�►If 11111 �It��G�.,r 1,1� !I►�{Itf fltlllt �fl♦�11111 ,11i�1�111 i It1�NIf I��I�ItI ►111111t1 It►it►i1 �IIIIII 11NIt11 Ii11N1 Nflt ��,,,yyl�tl � Il�tl v �NII�: .HN � �It�lc•'•`.;. 1� (+i�:•.�i'�i4`ib+r�'`i0`i4`��`i:LO` ��p�� l�t�.�� 5��17�•�I �i6�W 1'�i:W�l �p�pp tiyl���t ��p�y� �,���r�t �i41dP �i`i4`� .�ii0`OP .��iWdt�. �i`i0W �i:b`�l�ll�i`i041�.���`4d�����id•OOI���i�4tp�t�j�l��t'r%+'�ij `y;4 l\I ,��r.�����,��Ir•�,.,..� ;�i�� ��r•,••y�r•,•✓����o„���,•.,•. �y,i���,.,.,••�S 1.S.•,.1 0,;•�•�`ram Y,.yi��O y,.,.;�. .,��.•p,.,•,.••1•.ol:�r:,Y...r'q•�,}���S,• �o►�� Ir Iti�✓�f er�`�,. e✓ �S�!ry .y.,.�e5 S`=.,>w S`.�v�.�••r.✓ ✓ e. �<�✓O.`,=.f`c.5�,�{�, S`• ♦v•••�44✓Ste•=,✓'r✓• ✓�e S�f✓ ✓-y.,f�v `j�. e!r • 'v�.yis4�L<;Y ' ,.✓..f✓�,'•✓���.r✓���; SOGIyo# TOWN. OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ FOUNDATION 1 ST/ 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 REMARKS: o o-6 'Po e- s \L 42.,hal-_- le— DATE ��•a�•��� INSPECTOR OE SOUTH°� a # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ki-f-OUNDATION 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: w,11, DATE ��'/`J�� INSPECTOR Qslf so TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATIOWCAULKING [ Ar'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: 0 DATE /o?•3 as INSPECTOR oe souryO� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 v INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINA �jQJ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l c DATE 1 INSPECTOR r• r r i e k � � jkk 04 1 - ti iTr�,L M • y # 1 yL x- fIF + . y, �}. •`�'r �i�' ', 1. � - - 1,.., � � .• ,� .� �_ .., _ �� �k . � r A ,w �+r 3� s i5 I • r i io Y' f • ,. .w, � - .,. wr t+ -.fist.': �,� � �� •, r .r trr' .,�.� -tea•, '� ,;,s►+ .+ ', .� en `.� -. !Ry ..� .r�� �� ���' a. � �^- '• R.t.,A� �• �!.. el �_� .i..r� �;• ;��.�'� ... err- _ �+ � �M +1 ��` r � s' s •u' �"�+,;�`'i`�' ' �1k 'V �t.�y;* ':#1 pair , FIELD INSPECTION REPORT DATE T COMMENTS "IV di-kel&49- om 7R- FOUNDATION (1ST) -------------------------------------- o2c FOUNDATION (2ND) C) V- '4"'o ROUGH FRAMING& PLUMBING INSULATION PER N. Y. STATE ENERGY CODE I�--V 4YV -6—Fops FINAL ADDITIONAL COMMENTS ed -------------- 0 /7 ----------- SO ago alK`o�y� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: AUG 18 2025 Applications and forms must-be filled out in their entirety.Incomplete Building Department applications will,not be accepted. Where the Applicant is not the owner,an Town of Southold Owner's,Authorization f6rm(Page 2)shall be completed. Date: 8 3 ZS OWNER(S)OF PROPERTY: , Name: J-D G.0 L FEY T_CTM#1000- g -7 Project Address: �j y 65 L F_6 L I 'M 5 Phone#: Co3 ( - 1 $ _ z Email: J Nl G fo y g y f�.0.,: L •G��1n_ Mailing Address: 34 OS �, c lb R)o, G v -sr-e- �fl =1 V Q CONTACT PERSON: Name: k E N S G V.-L.A.AN v Mailing Address: 2 o q IN N p,y g� E P S T N o R T Phone#:63,) -3lo B -z3.8 Email: K5NK e- )1)-raec.1 Za ye*AtL.C-0 DESIGN PROFESSIONAL INFORMATION: Name: K £ !V . SG� U 1MAN Mailing Address: Z o ei 4 IN N Av V F_ AZT U VRT fQ Phone#: 3 (0 $ Z 3 1 Email: V X$A iR G 9 1 Te G?z!;� Cq Y»rA1 L.. G O N .. CONTRACTOR INFORMATION: Name: W. O'A Yi 1 N LI 'LL CG Mailing Address: P, d, fl X Z S J Am S 1, E0 R-r ) 1 7 .o Phone#: 5 "..Ea. to to 14 Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other_ C)"CTAC- Will the lot be re-graded? ❑Yes)9No Will excess fill be removed from premises? )@Yes ❑No 1 PROPERTYINFORMATION Existing use of property: �'� ��' f�'� Intended use of property: 561"q 1-10 f0`VM1 dW a L L It PJ bWr.-aL1bN Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to q this property? ❑YesXNo IF YES, PROVIDE A COPY. Check BOX After.Reading:.-The owner/contractor/desigri professional is responsllileYor all,drainageand stornwater issues*provided by•* ChapEer.236 of.the Town:Cod'e. APPUCATION`IS HEREBY MADE the Building Departmehi for tlie•issuance of a lading Permit'pu'rsuant,toahe Bu1ltlingcZone„` Ordlnari a of the Town of:5outhold;Suffolky County New York and other applicable+Laws,Ordinances or Regulations,for.the construction ofaiufldings,,;'' additloris,alteratilons or.for removal7or demolition as herein described The;appllcant;agrees to comply.wlthall appllcable`laws,ordinances,bullding'co:de, housing code and regulations and to;admltautihorizediinspectors on premises and In`;bullding(s�;for.necessary inspectlons,•False sFatemem,s made herein=are .' p'.unlshable as a Class*misde'meanor;pursuapttoSgcEton 210 45;ofthe;NevrYorkState Penal.law::' Application Submitted By(print nam S N 5 e, H U L yO p, *L(thoF zed Agent Downer Signature of Applicant: ! Date: S — Z STATE OF NEW YORK) ti SS: COUNTY OFSt9Frzti LA--) J9 N S G l9 1 yvi F',I being duly sworn,"deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the e.-r (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _ 3 day of A to .t 20 .25 � Notary Public SUSAN M.TROMP Notary Public, State of New York Reg. No.01 TR4957389 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner). Commission Expires Oct. 16„ 01 I, 3-0 6-1 V. ceml e-0 residing at 4 do hereby authorize isa N e. v 1,M to apply on my behalf o the Town of Southold Building Department for approval as described herein. A :s+ 3 , zozs Owner's Signature Date Y) Conte Print Owner's Name 2 THE AREA OF THIS PROPERTY IS 32,031 S.F. OR 0.735 ACRES LJ V NOW OR FORMERLY OF HOMAS & FELICIA GEIGER \ 6R2N, 141.20� MONK N 83-11'20„ E 1E—PIPE W (n 0.SE J O w00D1 O Z STE?S 6•g 0�, #3405 _� FRAME 9.4 u�o JON ti4.2 0 �+ i6' C)O G7 � so / • 9 LA o °p. CP g 11% Z� Cnn'-n 15- 77- 0 QQ NLO �O w v OF CO CERTIFIED TO: Fidelity National Title Insurance Company s�, °s082a John Conley and Maureen Conley �4 Al Soh. Spano Abstract Service Corp. Title No.: SP33383—S GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. N0. 1000 — 86 — 4 — 7 SURVEY OF: DESCRIBED PROPERTY GARY BENZ, L.S. SITUATED IN: PECON/C TOWN OF: SOUTHOLD Surveying and Land Planning SUFFOLK COUNTY, NEW YORK 24 Shorehaven Blvd. Ronkonkoma, N.Y. 11779 DATE: 712312015 JOB NO. G15-1441 SCALE: 1" = 30' GaryBenzLS@Yahoo.com / (631) 648-9348 THE EXISTENCE OF RIGHTS OF WAY AND/OR UNAUTHORIZED ALTERATION OR ADDI770N TO THIS COPIES OF THIS SURVEY MAP NOT BEARING THE LAND EASEMENTS OF RECORD IF ANY, NOT SHOWN SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL ARE NOT GUARAN7FED. NEW YORK STATE EDUCATION LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY. L THE AREA OF THIS PROPERTY /S 32,031 S.F OR 0.735 ACRES r FEB 2 6 2026 LAND NOW OR FOR GEIGERf?LyFTHOMAS &, FELICIA j 41.20' MON.--, '7 83-11"20" E It\,-Fc;\q —Plpk p Ln 0.3O WOO iG %O(M)D� 0 ?S -A \ #g405 x-Z C-) S100UNO- 0 C) '3;� 77- A FRAME OWE 9.� U) 0 93 0 0 A cp G) -;3 130 c) 'A \A 100 3 77- C) 'A ;p P" "13 ;y ICIV CP 77- 0 C) C. 7- -)3 3I M \B1 e,-TA 'A -;:1 0 )3 -)3 0 \A N-A C12 J. CERTIFIED TO: Fidelity National Title insurance �ompany John Conley and Maureen Conley Spano Abstract Service Corp. Title No.: SP33383—S UPDATED SURVEY 21912026 GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. N 0. 1000 — 86 — 4 — 7 SURVEY OF: DESCRIBED PROPERTY GARY BENZ, L.S. SITUATED IN: PECONIC TOWN OF: SOUTHOLD Surveying and Land Planning 527—B Hawkins Avenue SUFFOLK COUNTY, NEW YORK Ronkonkoma, N.Y. 11779 DATE: 712312015 JOB NO. G15-1441 SCALE: 1 30' GaryBenzLS@Yahoo.com / (631) 648-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND GROUND UTILITIES AND/OR EASEMENTS OF RECORD THIS SURVEY IS A VIOLATION OF SECTION 7209 SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL IF ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCATION LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY I I I LAND N • OW OR FORMERLY OF 1HOMAS & FELICIA CEICER N 83*11,10 0 E �a �� 141.209 o •o ."t ,/ir•� ,r/:' �' 1',/ f, rl. r,1.�A , r/ rl � ,//rl:r •./j' ' t{O•0 r , tr -- r uLL onWN T 36 p 200 v P.c. �OUNtoA-CIAN _ ORNMOUR P,Ro\)Nb STAIR I N A Spt6 - rn } N. cpr 1 Ncy I I �^ �c.� fR OPoSIEt1 coNCR ay b t�::�gloy 1/ '•Hu R.RI �-P�rl S7RP,PrIr4Cj w000 i oPoSE� Gomm tSTEPS #♦6 tt.3 0 y�.1 r .� doom v � 1' 1E:s - 4 t3 ,c.- Z 3 S y S, - nor O = • 1 + #3405 N P-S P H�<rT S H I N Ca Opt 1 STORY L m S 1 G S H( ��b I S >E UT, FRAME WELLING r I Z A z ! oc '/i'c, o.u•. PLY wo.� Z x8 � . F, Ito° p.C_ , 12 6, �o.e ! 9.4 �e Z p 76• +ter rn p U1-4f=XGp,11A b , N o S L•P,S W Ca V Co _ = �. � � � �1�G-sl� O �- P LL R.�. T o S-r o RAGE N 10 jl, o W W.M. r cv I m STvr� odNNt�c.TtpNs �o -f =_ oo > Z N rnrn rn rn� A" �7 2x� C.-T. P.I.VM . UVTTI�IZ � L�Pp�IR W 1Z yZ � ' O.c, �t N� L S0FF� T =� <10 A V I N YL s I b I rl C-I �'`(V►t�K �-a: c: t�• . . �` -� �,�. P. 2 X Qi R. R Z. x 8 R •_R• P��w o., p>t ky o�y� _ z .�.•_a.�. G � cry ,.: }{u RR1Gfm a TINS ,p.T P`Ll, STU Ao D p I �. -ro SILL rLP�"t'� c.oNN�c-I" 1oN$ $ v ; • • -_�o t�c.R �-c� -P:T A 1.1 .r .eP A ti 6 rr3,\I- of t%N I N C-�. S 6:1 RAt-E ,. , �` •, - I2- u.3Ca VIEtEP P.e_ 'F'ou► V_>X -1on9. f- -0 p • Sc' L-7a O. H •cr . Z,831c7 W� s�g"� ANc•14DR -e:,0L-r6, a 3(0" a.c" -W413`' 5 &VA1RS Wt�5N��5 . . . cn • �{`' •�-• St,P0 WJ Cc>X �° ! iol to W,W.M_ to .. oN � Mil.• VP��© R �,P.Ry� I� R r 1` 11 q • I o o fzz, t= ..-_-.. -._ .,__—.+e..+.-•_vw^ ^".-,.----,-.vsa45tau."'+e+....w--'w.-r..a-r^ - .- ,-.-. _ - - _ - . _ - —_ _- .... -- ' -- _ --- ----- -_ --� S � -- ---- T M 000 '7 Z o — P•c, L o -r ARIA 3Z,t�3I S, J=,?_ 05Eb L o T 1, 35 yl 37-1031 = y• Z% G� � �' � �/ p= I I—O II I/ V_ �_ � I r - I I/ _ i ,, — L T �- �. _ y Ida r l T .. LEV y S � � y -o . T� E L am. _ - Utz .e-L1 c- p.Le-uLp,-C' IoHs. AP RO ED AS NOTED Z KP,I_-t4 f PLL-_JG`) G-;_Tr. t�F;_r CR 111P- DA B.P.# COMPLY WITH ALL CODES FUMEMCTNCAIFU --- __._. FAME AIID COVER•if UNDER I , 2C VAX. I PAYED(IREA - Y OF ` NEW`YORK STATE&TOWN CODES _� '7 - FEE BY: - { k � . AS REQUIRED AND C NDITIONS OF �� sol�aS NOT! BUILDING DEPARTMENT AT IN ,I 631-765-1802 8AM TO 4PM FOR THE TOWNZ8A FOLLOWING INSPECTIONS: LD TOWN PLANNING BOARD1. FOUNDATION-TWO REQUIRED I - Mill.SLOPE In PER FT.SO OD I FOR POURED CONCRETE TOWN TRUSTEES ~o~ F 2. ROUGH-FRAMING&PLUMBING N, ,DEC o 3. INSULATION UT n HPC 4iL t to7 m W - ' 7 min. ft h.max. 30•'min. - I 4. FINAL-CONSTRUCTION MUST I J BE COMPLETE FOR C.O. SCHD I ` ALL CONSTRUCTION SHALL MEET THE All exterior lighting o EFFECTIVE .. .:- ;..:.,.. .- �� ¢- REQUIREMENTS OF THE CODES OF NEW installed,replaced or YORK STATE. NOT RESPONSIBLE FOR '` RETAIN STORM WATER RUNON repaired shall conform DESIGN OR CONSTRUCTION ERRORS '; PURSUANT TO CHAPTER 236 to Chapter 172 -OF THE TOWN CODE, of the Town Code • - r INN.- . 2/"WN, OR011NDWATER— j OUTSIDE DIAMETER - 0CCU PEAK Y OR ELECTRICAL ���{ED A�\ 9i•E3�T T1TLL n E T>ti.c�E.7D G'A R A�q� pL.AN 5 COLLAR MATERIAL ��� A`�3 �C���� �. G ` PRO"T NNE c N L.E� R S fl E NGE' USE IS UNLAWFUL INSPECTION REQUIRED BACNFILL ,� 6•MIN. to hI S4aS Lv_5L %%S Rc, rrr_GoNIC• WITHOUT CERTIFICATE RATEAABLEESSOIIL ' ' KEN'NETH SC • 4___ _ / i HTJLIIZAN s - 2 s = ARCHIT'SCT,.P.C. Te' F OCCUPANCY Provide windborne debris �p o26531 toe Ln�-N Alldi E rG/V♦!<= N oTE a J . Protection for new exterior ` $. rox�ORT.N.Y. 117s1 , KS .:,00WOV OCEED,WITH glazing on buildings as per t� (Z�'i,�l �. L L T A I L MM. FAX.(63v W& are t .lOd NOS S Z 0 3FLXT NO. 5.r. HAS BEEN'APA OVEM,"'0, 1 - __ - - ------- ---- i . - - Table 3.1 Nallinjg Schedule Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Exposure B TABLE R301.2.1.2 ��1.2.1.2 Protection of ope"�s. Exception:Wood structural panels with a GENERAL NOTES CONCRETE Et FOUNDATION NOTES Shear Connection Requirements WINDBORNE DEBRIS PROTECTION Exterior glazing in buildings located in thickness of not less than 7/16 inch (11 t•These notes shall apply th the General Contractor,each Sub-ooMrador and the Owners own torcea Each Contractor shall 1.All tootings shall bear on Nrgtn loll hating a minimum bearing capacity of. (I)ton. per square fool AN 1 Number of Number of (study and fatMNarize himself with the site and with all trades and parts of the work.Each Contractor shall cooperate and coor �eerior footings shall be a ltdnimum of 3'-0"below grade unless noted otherwise In plans. (Prescriptive Alternative to Table 3.4) FASTENING SCHEDULE FOR WOOD wvindbome debris regions shall be protected mm)and a span of not more than 8 feet 'dinate his work with the work of other Cntradors All existing All,roots,and other unsultable bearing material shall be reemoved and footings carded to the Joint Description Common Naih Box Nails Nail Spacing b,c,d g ( ) p 2.The Contractor's and Owner's agreemnent to enter into the work shall suffice as their acceptance to the terms specified bottom of such excavation.Contractor to v g responsibility for STRUCTURAL PANELS'• from windbome debris. Glazed o min 2438 mm shall be ermitted for emy assumed sou)beedn capacity and assume,full wind speed tection for windbome debris shall meet o enin rotection. -Panels shall be herein,and shah{be Incorporated Into any and all agreements between the Owner and the Contractor. same.Contractor to notify Architect of arty soil variation or condition adversely affeding assumed bearing ROOF FRAMING (Pro P 9 P 3. Nothing on this drawing shall be construed as modifying In anyway the Contract between the Owner and Contractor or the Capacity prior to the pouring Many footings. 3•second gust(mph) 90 95 300 105 110 115 120 130 140 150 160 170 I80 195 FASTENER SPACING Rafter to Top Platte (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter b tthe requirements of the Large Missile Test precut and attached to the framing Contractor and Sub-Contractors. 2.1►Anlmurn compressive strength of concrete at 28 days to be as follows: concrete to have 5%to 7% See FI ure i.i 4. Each Contractor shah comply with the requirements of the New York State Uniform Fire Preventlon and Building Code,New a)footings,piers,foundation walls:rca 3,000 psi stone concrete Ceilinig Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist rof ASTM E1996 and ASTM E1686 as suRounding the opening Containing the York State Energy Conservation Code,Federal OSHA,and all of the Local Governmenta) encies havin urisdiction Insofar as b)slab on round:rc�00 psii cnc rete air entrainment per R402.2 Celli lofst to Parallel Raker Face-nailed► (see Table 3.9A) [see Table 3.9A) each la Wall ) FASTENER TYPE Panel 4 feet< 6 feet< - � gj � g Garage slab=3,500 p.s.i. nB ( p RafSpacin finfoist Number of Sri Common Nails g sod Box Nails to Con led (modified in Section 301.2.1.2.1. Garage product with the glazed opening. Panels applicable to his portion of the work. c)superstructure,slab:rc-%OOO psil stone concrete ceilin Joist Laps over Partitions Face nailed) (see Table 3.9A) (see Table 3.9A) each lap Height 1 x 1,. spans panel fspall panel t3pafl CuNar Tie to Raker (Fate-naileed)( (see Table 3.6) (see Table 3.6 SPA^B fin.] Required in Each Rafter and/a Ceiling Joist to Top Plate Connection S. The Arcfiltect shall not be responsible for the performance of the General Contractor or arty Sub�ontrectors,nor shall he 4.Mtl-hydro shall be added ff pouring takes place at 32 degrees F or less. per tie (ft•) 4 feet s 6 feet <-8 feet door glazed opening protection for shall be predrilled as required for the guarantee the performance of their contrails 5.The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the founda- Blocking to Raker(Toe-nailed) 2-8d 2-10d each end g 2 2 2 2 2 2 2 2 3 3 3 3 3 3 wvindbome debris shall meet the anchorage method and shall be secured 6. All existing equipment,utilities,structures,and other Items Interfering with the Installation of the proposed equipment and Uon with anchor bolts spaced a matdmu n Ot 39" on center.Anchor bolts shall also be located within 12" from Rim Board to Raker(End-nailed) 2 16d 3 16d each end 12 No.8 wood-screw-based structures shall be removed and replaced and shall be subjec to approval of the Owner.The Contractor shall determine and/or the ends of each plate section.Bolts shall be at least 518")n diameter and shall extend a minimum of 7"Into l0 2 2 2 2 2 2 2 2 3 3 3 3 3 3 anchor with 2-inch embedment 16 .10 8 (requirements of an approved impact- with the attachment hardware provided. verify the actual location of any and all utilities,process pilping and related Items prior to the commencement of work.All costs masonry or concrete.There shall be a minimum of(2)bolts In any ne sill. WALL FRAMING 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 incurred shall be the reponsiblllty of the Contractor unless otherwise agreed upon by the Owner. 6.Perform required alteration to existing concrete.New work Installed adjacent to and connecting with pres- 16 length (resisting standard or ANSI/DASMA 115. Attachments shall be designed to resist 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 7. Alt dimensions and locations as Indicated n the drawings shall be considered correct,but shall be understood that they are ent work shalt match existing.Joints between new and existing work shall be trawled smooth and even. Top Plate to Top Plate (Face-n ce-na 2-16d 2-16d per foot 8 3 3 3 3 3 3 4 4 5 5 5 5 S S No.10 wood-screw-based t the component end cladding loads subject to modMcations as may be necessary or desirable at the time of Installation to meet unforseen or other conditions. Provide expansion joints. Top Plates at Intersections (Fate-nailed) 4-16d 5 16d joints each Side 24 10 3 3 3 3 3 3 4 4 5 5 5 5 5 6 anchor with 2-inch embedment 16 12 9 determined in accordance with either 8. DO NOTSCALE DRAWAiG6.Written dimensions supersede scaled dimensions and are subject to revisions as per actual Geld ton T.A concrete block foundation wall shall be accepted In lieu of poured concrete where permitted by Local Stud to Stud (Face-nailed) 2-16d 2-16d 24"O.C. ditlors.The Contractor shall verify all dimensions and conditions herein shown and all discrepancies are to be brought to the Codes. Copper - length Table R301.2(2) or ASCE 7, with the Architect's attention before commencing with the work. 8.Provide continuous k6mlilte shield with all joints sealed along perimeter walls and shielded termite Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Table 3.5A Top and Bottom Plate to Stud Lateral Connections '/.-inch lag-screw-based permanent corrosion-resistant 9. If in the course of constructln a condition exists which disagrees with that as Indicated n these plans,the Cntractor shall collars at plumbing pipes In crawlspaces unless otherwise noted. Top or Bottom Plate to Stud [End-mailed) (see Table 3.SA)I (see Table 3.5A) per stud for Wind LOeds Exposure B anchor with 2 inch embedment 16 16 16 attachment hardware provided and stop all work and noUIV the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow thils 9•Footings at different levels shall be stepped so that the dear distance between adjacent bottom edges shall procedure and continue with the work,he shall assume all responsibility and liability arising therefi•om. not exceed a slope of one vertical to two horizontal. Bottom Plate to Floor Joist,Bandjoist,Endjoist 2-16d''1 2-16d''I per foot length anchors permanently installed on the 10.The Architect shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro /0.Bae kAll shell not be placed against founelatlon wails until the concrete ls Msufident strength and until the (Prescriptive Alternative to Table 3.5} cedures,or for safety precautions and programs.Contractor shall be reponsible for adequately bracing and protection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. or Blocking (Fad:e-nailed) For sl:t inch=2s.4 mm 1 foot-304.8 mn%t�,nd•4.448 N,1 building.Attachment in accordance with work during construdlon against damage,breakage,collapse,dIAorUon and mlmlignment according to applicable Nodes. 11.Concrete Foundations shall be poured continuously.If pour is Interrupted a vertical key shall be provided FLOOR FRAMING Wind Speed mile per eau•o.m m/s Table R301.2.1.2 is permitted for 11.The Contrador shall check and verify location of any existing overhead or underground electrical or other hazardous uUN Horizontal joints are not permitted. 3-second gust(mph) 90 95 100 105 110 115 no 130 140 ISO 160 270 180 19S a.This table is based on 180 mph ummate design wind ty Imes and to arrange for their safe relocation. 12.Contractor shall verify dimensions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con- , Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d 4-10d per joist buildings with a mean roof height of 45 cults,etc as required for trades beefore placing concrete. (See Figure 1.1) speeds.V,,.,and a 4S-foot mean root height. 12.The Contractor shall be responsible for temporary electric,water,toilet facilities,fencing,barricades,security,and clean- Bridging to Joist (Toe-nailed) 2-8d 2-30d each end feet (13 728 mm) or less where the up as agreed upon between the Owner and the Contractor.Upon completion of work,Contractor shall broom dean all affected 13.Concrete:work Included; • D.Fasteners span be installed M opposnrg ends of the wood Blockin to Joist oe-nailed 2-8d 2-10d each end Stud a)all footin ns, eps,p gs. 8 (T ) structural panel Fasteners shall be located not less than 1 ultimate desi n wind s d V areas and cart away all debris. gs founefatlo st latforms,etc,as per drawln S akin Wall Hei t h I g pee ie, is 180 b)all concrete slabs. Blocking to Sill or Top Plate(Tce-nailed) 3-16d 4-16d each block p B Bn [ ) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connexion(psf) h,ch hom ls,e cage Dime panel. 13. Corhtred3ors or Sub-Corhtraetors whose work and Installations rd�gttlre sleevda,hanger Inserts,bolts,anchors,etf:.,to be Ledger Strip to Beam(Face-mailed) 3-16d 4-16d each joist (in.) s.Anchors shall penetrate through the extenor wan covering mph(290 kph)or less. built into the work of other Cntractors,shall Install or provide these Items to the appropriate Contractor who will set these to c)ail other work as required by drawings. with an embedment kWh of not less than 2 inches into the work In the locations established by the Contractor who requires these Items.These Items shall be provided and their locations d)set anchor bolts. Joist on Ledger to Beam(Toe-nailed) 3-8d i 3-10d per joist 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 building Name Fasteners shoo be located not less than V/z coordinated sufficiently in advance,so as not to delay the progress of a job as a whole.All such Items shall be Incorporated so 14.Damp proofing:work Included; Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 inches from the edge of concrete block or corroele. they will meet the correct physical elevations of floors at each level•They shalt be Secured Into the framework for concrete so a)al)surfaces to be damp proofed shall be dry,clean,smooth,free of dust,dirt,voids and cracks and shard Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot J d.Panels attached to masonry or masoruy/stucco shad be as to maintain their proper location and position during the placing of concrete and removal of formwork. projections. 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 b)allow 24 hours Nor to backANln attached tang vibration{esistant anchors havvg an 14. The Contractor shall conduct all work t0 preclude the effecLS Mweather on completed work,or work In progress.The P g• ROOF SHEATHING 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 utbmate w4hdrawat capacity of non less man 1.500 pounds. Contractor shall assume all responsibNlty and expense of temporary enclosures where necessary.Dust partitions are to be c)apply mastic emulsion only when temperature Is 40 degrees F and rising and In dry weather. Woad Structural Panels 8d 30d (see Table 3.10) 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 provided between work areas and the rest of the building. d)apply Cedotex Trowel Ih4astic or approved equal on all foundation walls below grade at basement and crawl Otagonal it oard Sheathing 18 2 2 2 2 - 2 2 2 2 2 2 2 2 3 3 NOTE: 15. Fach Contractor shall be reponsible for all loss or damage arising from the action of the elements such as water,heat,wind m tic shall be applied at the rate of 1/8"thleik coal or other unforseen difficulties which may be encountered In performing the worst to be done under hiis contract.In the event I, 1"x6"or 1"x8" 2-8d 2-10d per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL STRAPPHO TO BE 1 V4"=GAUGE STEB._OR I of any suspension ofwork,each Contractor or Sub-Cntractor shall protect his work and materials against damage.Arty work CARPENTRY NOTES j 1"xi0"or wider 3-8d 3-10d per support 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 . WAISON'EOUVALENT-CSW(COLED STRAP) or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his CEILING SHEATHtNGn 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 f/111.3TRAPPNG SHALL BE NSTALJ ED PRIOR T 0 SifAT WMIL� work or material shall be prompt)y removed and replaced by the Contractor. 1.11nsulatlon shall be flbergless butts-toil one stele,unless otherhse noted,thickness as shown on drowings TYP.PROVOE RAFTER TO 16. Any materials or workmanship found at the Mne to be defective shall be remedied at once,regardless M pre vious Inspec Staple pads on foil OVER 1harMng. Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field 1Z 2 2 2 2 2 2 2 2 2 2 2 2 3 3 KNG ATTACFtAENr WF�I Non.The Inspection of the work Is Intended to ald the Contractor In applying labor and materials to and In accordance with the 2.All exterior nailing,In exposed exterior wood,shall be aluminum or galvanized 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 AL04M OR�� specifications,but such Inspection shall not operate to release the Contractor from any of his contractual obligations. &Provide"cats"at all exterior and bearing walls and art walls over 8 feet high.All stud framing having an WALL SHEATHING KJiGS TO PI ATES TYP.PROVDE R%tFTBi TO 17. All new materials and Installations shall be In accordance with manufacturer's latest printed specification and with code . unsupported height of more than 10'-O" Is to have stud bridging or otherwise be braced to an approved man- 16 2 2 2 2, 2 2 2 2 2 2 3 3 3 4 Wood Structural Panels 8d 10d (see Table 3.11) CRPPI.E COMECiiON H-2 Jk requirements- ner at Interval not exceeding 8-0". 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 OR SAL OR STRAP 18. All materials shall be new,as called for In the drawings,and the best of their respective kinds.No substitution shall be made 4.All floors designed to withstand a combined five load and dead load of 30*per sq 1L for living areas and 403i i Structural Fiberboard Panel by the Contractor without the prior written approval of the Architect.For ons of the v�rk rot shown In detail but which per sq.R.for all other areas. i 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 OErAL o LEFT i/2" 11 ga.gaty. roofing nail 3"edge/6"field are shown generally,or for reasonable Inference as being required for a proper and comp ete Instaila ion,the material, S.Design timber stress-Fb+850,E•1,600,000 psi,Douglas Fir Larch No.2. 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 r " (0.120"x1-1/2"long x 7/1.6"head) 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 NAILING&STRAPPING AT nletlhods„and workmanship shall cormForm,as a rninimum,to the 6.R0111d1e cross brldglrag or solid blacking @ 8-0 eft maximum floors aria ceilings. typical or representative detail throughout the corresponding parts of the building. 7.Studs,sills,posts,beams and jolts shall be construction grade Douglas Fir No.2 appearance. 2S/32" 11 ga.galy, roofing nail . 3"edge/6"field 12 2 2 2 2 2 2 2 2 2 3 3 4 4 5 A EXTERIOR WINDOW/DOOR HEADERS 19. No materials of any kind shall be used upon the work until It has been Inspected and accepted by the Owner.All mateerials 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.AN headers 5'-O" (0.120"xl-3/4"long x 3/>S"head) 24 1i4 2 2 2 2 2 2 2 2 3 3 4 4 4 5 rh3o M wit AIL N3v C"TKCMN AIUM NW At>a1101a rejected shalt be Immediately removed from the work and not again offered for inspection, and over to have a minimum of a double jack stud n both sides of opening. 20. All work shall be executed In a workmanflke manner and all mechanics shall be skilled in their trade. 9.Joists supporting'parallel partitions,spaced apart to permit the passage of piping or duct work,are to be Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field - 16 -- 2 -- --2 . 2 2 2 2 2 3 - . 3.-._ -, 3 . - 4 - 4 -. 5- 6 A NAILING SCHEDULE'B':mco rR%c cmarrmar t►wmw 21. No note or detail or toile thereafshall be construed as relieving the Contractor from execution of all work In accordance blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. Hardboard 8d 8d (see Table 3.11) 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 D Naar afeeha aaMMOAM fat Teoow trel4es with all state and local codes, 10.Where joist hangers and other•steel frame carriers are Indicated,contractor to provide and utilize the Particleboard Panels 8d 8d (see manufacturer] 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 Ratglr ►otation 22.Architect Is not retained for site Inspections and/or observation of the construction. proper smooth shank and/or annular ring nails as recommended by the hanger manufacturer,to Insure the A a c o E F 23. The Arddtect has not been retained on this project for bidding and/or the negotiation and admintstratin of the Contracts appropriate shear and wlthdrawi capacity of the fasteners. Diagonal Board Sheathing °.'ra for construction of this project 11.Provide Firestopping aii required'!In compliance with part NU.8 of NVCRR. 1"x6"or 1"x8" 2-8d 2-10d per support Table 3.6 Ridge Connection Requirements for Wind (3 z� 2 /e ar4 1 1 1 1 24. No request from any party for Information regarding clarifications amplification or explanatlonof the drawings or notation, 12.Do all cutting and patching for all trades.In bearing walls or partitions,no stud Is to be cut more than 1/3 of Exposure B C E ram• 4 it ao4 - z 2 2 I or request for permission to vary or deviate from the requirements of these drawings or notations,will be entertained by the Its depth to receive piping,duct work, or electrical wiring. 1"x10"or wider 3-8d 3-loci per support (Dead Load Assumptions: Roof Assembly DL=10 psf) ec a m fl4 ar a is 3 a a a Architect,unless they are set forth In writing and addressed to the Owner.hf the Owner refers these requests to the Architect, 13.Provide double joists under all posts,partitions parallel to joists and around all openings.Provide double FLOOR SHEATHING W-V a to a4•oar s a a 3 the Architect will,with reasonable promptness,consider the matter and respond In writing to the Owner for transmittal to the framing around skylights.Double all beams or joists under bathtubs and heavy appliances. Wind speed too• 0 mar 4 4 . 4 party concerned.The Arddtect does not,nor will not,assume any responsibility with regard to the above mentioned types of *014.Contractor to provide"Simpson"hurricane dips on all rafter to stud connections&on all stud to box Wood Stluctural Panels 3-secad sum("whl !0 95 l00 Jos rho Iis Ito 130 140 150 ibo 17o Igo 19s Inquiry unless above procedure Is followed. beam connections. f" ¢ m nr s s s e 25. The Architect shall not be responsible for the performance of the General Contractor,any Sub•Contractors or the Owners 15.All exterior openings shall be properly flashed. 1"or less 8d 10d 6"edge/12"field (see RIUM 1.11 Noinvor": own forces,nor shall he guarantee the perrormance of their contracts.The obllgatlon of the Contractor shall not extend to the 16.New work shall tie In and lap Into existing so as to prevent leakage greater than 1" 10d 16d 6"edge/12"field floor span '"' F I A.urea)W yeas AT rxwl eo OF atrtN"M NabiikV of the Architect,his agents or employees. . 17.Flashing to be provided at all floor penetratlons,pipes,vents,skylights,chimneys,and roof ventilators. Diagonal Board Sheathing Moor Prcch (k! Requhred capactfv of flWge connection(plfl a Nrlael aF s11.art=a m=RAT ode►ar Aam.Y To Cloche 26. Items shown n plans but not specMcally stated In the specMcations and/or vice versa shalt be considered to be Included Flashing to be provided at hips,ridges,valleys,c hangees of roof slopes,gable ends and top Of foundatin wars. i"x6"or 1"x8" 2-8d 2-10d per support 12 2s 39 51 64 77 91 los 136 169 z05 243 284 327 397 C tisane aF MJ.1�iT rers anon AT SOM WE dF 1Ga®t In the contract All roof Intersections to have flashing to extend 8"In each direction.All flashing to be aluminum unless noted 2T. Items not specifically called for by manufacturer number or grade specMcations,shall be ftm•nished In the most economical otherwise.All rafters to line up directly over studs. 1"x10"Or wider 3-8d 3 loci per support 16 37 52 68 0 128 121 176 182 226 342 325 373 SAWS 661 °.OFt�oT MM ®n+awl'"°uhOtrt'°°s"°t°e° model,grade or manner of Installatin. 18.Install shims to provide floor pitch under sheathing and perpendicular to the roof jolsts to provide for roof 20 46 65 0 in 328 182 176 227 339 412 4" Sao Say 793 . e►ea�eat tF JAOt stuns Ar EAo1 e0 dr rF.ADea d►9sIaE OQBEIEPC619 28. Each Contractor shall Barry Worker's Compensation Insurance In the amounts prescribed by dew,and tlablNty,bodily Igjury, ventln to 3:12 21 ., 56 78 102 128 t54 i82 231 272 339 410 487 s68 65a 793 F muse,of ab rims ascs4t m a,oua,AOJ4®ir 4xK aria To automobile and other Insurance In the amounts and periods satisfactory to the Owner.The Architect shall be listed as addition flat roof areas. Table 3.9A Rafter/Ceiling Joist Heel Joint Connexction Requirements 2s 6S 91 119 149 190 212 , 246 318 395 479 568 663 763 925 ,MM AND KWGS e0 of Chum AT FAo WE oa8s Nor NFLY To Hood al names Insured. 19.All Interior leaders are to have 112"foam sound Insulation. . • (Presenptive Alternative t o Table 3.9) 32 74 Jos 137 170 206 2a3 zai 363 asi 547 t 49 758 e73 Ios7 SHOW"TYP OETAL w CLEFT 29. The Contractor,its agents,servants and employees shalt Indemnify and hold harmiss the Owner and the Architect and 20.All interior doors to be 1-34"hollow core lauan-veneered with approximate hard ware.Contractor shall 36 83 118 154 192 231 273 316 409 508 616 730 852 98z 1190 their Agents and Employees from and against all Nelms,damages,losses and expenses Including Attorneys fees arising out of stipulate an allowance for all lock sets. Roof Live Load Ground Snow toad 12 26 35 45 55 65 77 88 113 139 168 199 231 266 321 or resulting from the performance of the work. 21.rise waterproof membrane flashln over all outside doors 20 p:tf 30 psf SO psf 70 psf 16 35 47 60 73 87 102 I18 150 186 224 265 308 354 428 Solld sawn Jeht lad Rafter Netehtwg and aorMg LWft stud Natelhlad and Mann{Undits - g :a 43 ss 7s 9i 109 128 i47 ins 23z 2so 331 385 443 536 30. In any and all claims against the Owner or the ArcMtect,or any of thler Agents or Employees,`r y any Employee of the ROOFING Roof SWn(kl Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or anyone for whose acts of them may 4:12 24 S2 70 89 110 131 153 176 226 279 336 397 463 S12 613 be liable,the Inde+rnMAcatlon obi tin under this y asphalt shingles shall be galvanized steel,stainless steel,aluminum or copper roofing nails, 12 20 36 12 24 36 12 24 36 12 24 36 � 61 82 201 128 153 179 2t16 2ti3 325 392 464 510 620 7S0 „0,� tin paragraph shall not be Nmlteed In an way by arty limitation on the amount 1.Fasteners for " depth 41/4d d or type otdarrages,dximpensation or beaaeAts payable by w for the Contractor.Sub-Contractor under Worker's minimum 12 gage shank with a minimum 3/8 diameter head,ASTM F 1667,of a length to penetrate through Raker slope Raker Required Number of i6d Common i or 40d Box Nails 1.f'As 32 69 94 119 146 17a zos z3s 301 372 a48 s30 617 7p9 as7 w Compensation Acts,Disability Benefit Ads or any other Employee Benefit Acts. the roofing materials and a minimum of 3/4"Into the roof sheathing.Where the roof sheathing Is less than 3/4" per Heel lent Connedbn tlele edp Spacing(in.) 36 78 105 134 164 1% 230 264 338 418 504 596 694 797 964 pate 1/a of distance.5/9" 31. All work let under these drawings shall be guaaranteed against defects In material and workmnship for a period of one(1) thick,the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F 1667. 12 3 5 8 3 6 9 5 9 13 6 12 17 12 20 27 35 43 51 60 69 88 109 132 156 282 I09 253 awn O1ly year from the date of the acceptance of the Owner.Granting a Certificate of Occupancy,or the Owner's use of the premeds "EXCEP11Ot'k Asphalt strip shingles shall have a minlmum of six fasteners I6 26 36 46 57 68 80 92 Ila 146 176 208 242 279 337 Note dim*er shall not constitute acceptance of the work. per shingle where the roof Is 16 4 7 SO 4 8 12 6 12 17 8 15 2 3 .2/sd In one of the following cathgOries(areas w itMn 1 mile from the water) i 3:12 20 33 45 58 71 as 100 115 147 M 220 260 303 348 421, Bros singe stud thaw dlarneter 32. Contractor shall Inspect site and make all appropriate Inquldres to deterrnlne conditions and field Construction criteria a. The basic wind per hour or greater and the cave 19.2 4 8 12 5 10 14 7 14 21 9 18 2 7 .Wild speed per Flgure R301 2(4)IS 1101n1te5 s:12 24 40 54 69 Its 102 119 139 177 219 264 312 364 418 5015 �s,od prior to submission of bids,and shall make no additional claims regarding site conditions tfierearteer. Is 20 feet or higher above grade. ;t 24 5 10 IS 6 t 2 18 9 17 26 12 23 3a 28 46 63 81 99 119 139 161 206 25S 300 364 424 488 S90 1/4 Joist laws a� 33. Contractor shall obtain all required approvals,perndt%certificates of occupancy,Inspection approvals,etc.fior work per b. The basic wind speed per Figure R301.2(4)Is 120 miles per hour or greeter. 12 3 4 6 3 5 7 4 7 10 5 9 13 ..pea arc.. U... r cos vlat. formed from agencies having jurisdiction thelreoi Asphalt shiingles shall only be used on roof slopes of two units vertical In 12 Units horizontal(2:12)or giro eter.--._ - 3 32 53 72 92 114 136 159 184 236 292 352 416 485 557 674 2. L6 3 5 8 3 6 9 5 9 13 6 12 17 36 6o el 104 1ze ls3 179 207 z65 32a 3% 468 sus 6n 7ss ••4s• 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a - - __ __- __For rod 4:12 r__.__ srr* _.- _ __ astaroe.a/r�--ouildi ---- slopes from(2:12)up to(4:12A double tindedayment application Is uired In accordance with Section 11g perrnit from me whinge pnorta 3Cartin .day work. -' I 19.2 3 6 9 4 7 .11 - -_6 _ -11 _16_ -7- -14- -_21----.-- .-- - - 12 20 26 33 40 48 55 63 al 99 119 141 164 199 227 i 3.As 2 T. 1/a 3a.t 35.The General Contractor shall eoordlnate Scheduling ofSub-Contracoors and other Cntrects and shall plmrlde every posit 24 4 8 11 S 9 13 7 13 19 9 17 26 16 27 35 44 54 63 74 85 108 133 159 298 218 250 302 d•p•4 a,ar 3.AsplNlt SAingles shah haveself-Besting strips or be Interlocking and comply with ASM D223 or 0346Z 2s 33 44 55 67 79 92 106 13s 166 299 235 273 333 378 1/el Jew ble cooperative eRort to coordinate completion Mall work.The 6eeneral Controcbor shall dlmplete a compreherastve shcedule 4•In areas where the aver dal t 12 3 3 5 3 4 6 3 6 8 4 7 11 depttk sew. of all work pertaining to all contracts and shall submit same to the Owner In an acceptable format for review well In advance of age ly emperature In January ls 25 degrees F(�degrees C�or less or when 6:12 24 40 53 66 so 9s ill 127 162 199 239 232 327 376 453 Table Rao 1.2(1)criteria So desgnatee%and Ice barrier that consists Mat least two la 16 3 4 6 3 5 7 4 7 11 5 9 14 work commencfenent. eLytheyrted to then or Ma self-ddhed of unYrnent SA2 ZZ 47 61 77 94 iii 129 148 189 232 279 329 382 438 529 36. Cntractor shall coordinate conM,uctlon activities with Owner to minimize Interruptions to normal owner operations ng polymer modified blturnin sheet,shall be�tesed iln lieu of normal 19.2 3 5 7 3 6 9 5 9 13 6 11 17 32 S3 70 88 107 127 149 169 215 26S 319 376 436 Sol 6os ' underiayment and extend from the eaves edge to a point at least 24"Inside the exterior wall line of the b 24 3 6 9 4 7 it 6 11 16 7 14 21 37. The Contractor shall conduct all work In such a manner so to not Impair the structural integrity or staDlHty of agiacent s.Ail metal flashing where called for on lans shall be aluminum. • 36 60 79 99 121 143 166 190 242 298 3S8 423 491 564 690 structures,equipmeent,or utildes.Should damage occur as a result M the work,the Contractor shall repair or replace said P 12 3 3 4 3 3 4 3 4 6 3 5 8 12 27 32 37 43 49 55 62 76 94 112 132 1S3 17S 211 - damaged Item to the sa9sfaction of the Owner,and at the Contractor's expensethe Contractor shall bear any and all costs 6.Contractor shall provide gutters and leedems as required and shall connect them to the approved storm 16 3 3 5 3 4 5 3 5 8 4 7 10 16 36 13 SO 57 65 73 82 102 125 149 176 204 233 Ia1 STRAP P I N G D ETA I LS associated with Work Dlscontlndlatlon,Engineering Consultation,Materials Testing,Repair and all miscellaneous related ltermts �d'°'"aQe�' "'°S ' 7:1z •7.All exterior openings shall be properly flashed, • 19.2 3 4 5 3 4 6 3 6 9 4 8 12 20 4s S3 62 72 at 92 103 127 I% 187 220 254 291 3SI 38.The Contractor shall have a competent representative or foreman present,who shall follow without delay all Instmcdons &All work shall beeer a written one(1)year guarantee from Roofi Contractor 1l om the date of the Owner's 7:12.12:12 24 54 64 7S 86 98 Ito M 153 187 224 263 M 3so 421 of the Owner or his/her assistants In the prosecution and completion of the work In conformity with this Contract,and shalli a z4 3 5 7 3 5 8 4 8 it S 10 is Anchor BoltseDrnn�• 1! 62 74 87 too 114 129. 14n 178 21.8 _261 307 356 ' 408 .493 Sill Plate to Foundation have full authority to supply labor and materials Immediately.The Contractor shall also have a competent representative avail 12 3 3 3 3 3 3 3 3 5 3 4 6 32 71 as 99 11S 130 147 164 204 250 299 351 407 466 562 able to redeye telephone 9.All iltu roof Is tlo b to have flbuilt u to extend 8"(measured g;Ife i to above Aat rod wall Stt1d messages and provide a reasonable repfy as son as pos6lble,Dut not latex than 24 hours. 10.Built up roof ls to be M 3-Ply built u 16 3 3 4 3 3 4 3 4 6 3 5 8 36 80 % 112 129 147 "' 165 IRS 229 28I 336 39S 459 525 63z . 39. The Contractor shall,at all times,provide constatn and easy access and safe and proper fadlitltes for the 1 on of all Proof to th gravel topping;tie Into deld5tln. 9:12 ttspedl 11.New work shall tie In and lap SO es to revert leaks e. 19.2 3 3 4 3 4 5 3 5 7 3 6 9 Bottom Plate parts of the work, p g Wall Stud 12.Ail exterior halting shall be alwnlnam or gstvanlzed. 24 3 4 5 3 a 6 3 6 9 a 8 12 Anchor Bolt Anchor Bolt 40. Before any payment will be made by the Owner,the Contractor shalt deliver to the Owner any waiver or releases of any 13.Flashin to be • Neas arising out of his contract for work completed as of the date of the request for payment.The Contractor shall also deliver 9 provided at all rod hIK ridges. pipes,vents,skylights,chimneys and roof 12 3 3 3 3 3 3 3 3 4 3 3 6 TABLE R301.5 TABLE R301.7 Bottom Plate �� ventilators.Fieshing to be provided at Mp5,Beiges,valleys,changes of roof slope;gable ends and to reel Strap lapped under ail!Plate Flour 1d1st I ' ' • aft rrhanufacturets'watTantles,guarantees,operational and matnteswnee maaehals pertaining to his work:furnish evidalce detion walls. p of toun- 16 3 3 3 3 3 3 3 3 s 3 a 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL satMactory to the Owner that all payrolls,bills for tabor, materials and equipment,and other Indebtedness connected with his 1212 19.2 3 3 3 3 3 a 3 4 6 3 5 7 b,a G820 7"M 1 N. • e • worik for which the Owner or his property mght In nary way be responsible,have been 14.All stkyllghts Installed in roofsysteem with pltt9u of 3/12 or less are to be mounted on min.4"high curbs. {in pounds per square foot) MEMBERS I ' paid or otherwise sadsfled.Each con 1S.Install shims to provide roof pitch under sheathing and perpendicular to the roof oists to 24 3 3 4 3 3 5 3 5 7 3 6 9 I• tractor shall also deeliver to the Owner written guarantees In form and whose teams and extent will be established in the 1 Provide for roof venting in flat roof areas. 1 d agreements between each Contractor and the Owner. " USE LIVE LOAD STRUCTURAL MEMBER ALLOWABLE I I Sill plate �`_ 41. Each Contractor shall be responsible fir cutting,fitting and patching of his work that may be required to complete the 16.Ali irhterfor leaders are to(rave 1/2 fomnt sound Insulatlon over PVC plpinp. Table 3.10 Roof Sheathing Attachment Requltrelments for Wind Expose re B Uninhabitable attics without storageb 10 DEFLECTION _ - workk of his contract,no Cntinraor shall endanger any work of any other Contractor by excavating,cutting,or otherwise ELECTRICAL NOTES Loads Steel Strap tapped tauter altering any work Many otiher contractor,and n)'a Contractor shall do so without dire prior written t assent of the Owner•. My 1.All electrical work shall be confined to the Uninhabitable attics with limited storageb g 20 Rafters having slopes greater than 3:12 with L/180 sill plate costs caused by defective or Ili-timed work shall be borne by the party responsible therefore. space and location allowed for It,and shall be In strict conibr- finished ceilin not attached to rafters C820 � ' ' mePn�t�the National Electric Cod!and governing munldpafity. wend speed 3-saco"gort 1�1 g I 42. Contractor shall brace,shore,reinforce and/or underpin all structures,Including neighboring structures,as required for separate drculls for ell appliances,amperages based on manufadUrer (fee Fiprre 11) so es - 1oK '10 11s too 1so 14e 1so 140 170 1eo ass Habitable attics and attics served with fixed - ;i I I = 5/8"ilia.WI 3"square Washer safe operation.The Contractor is to take all necassary and prudent steps to shore and brace existing structure prior to 3.Contractor IS to Ve specifications. 30 Interior walls and partitions H/180 rity with owner,If the owner wilt be purchasing appliances and having them Installed by Rafter Fastenersra sing stairs Installation M headers for new openings.The proper and safe execution of this work Is the sole responsibility of the Contractor. others prior to submitting a bid on the project. I .: sheathing t°rationI /T^m Pa"ei «Henn. Uplift Load per Nall(lbs) Balconies exterior and decks" 40 Floors L/360 43. Equipment and devices of a temporary nature required for the constr•uctin processes and protection thereof,such as scar 4.Contractor shall Install,as per owners direction,any and°alt intercom,alarm,thermostat,telephone and/or �„g �, swpons ( ) folds,staging,platfo ms,runways,hoists,ladders,chutes,temporary flooring,guards,rallings,shaftway protectlolns,etc.,for TV Antenna wiring In walls prior to sheetrocking.All wlring shall be concealed In walls,floors,or ceilings. 1k,-) 11-1 V-1 Ceilings with brittle finishes(including plaster the protectloln of workmnen and lathe public shall be provided,erecteed,and meal red In accordance with the requirements Fire escapes 40 L/360 3.AIt wiring shall be copper and all work confomm with IBC and NYBfTI end shall be Boated of Flre Underwriters 6 12 17 19 21 z13 2s 28 30 35 41 47 53 60 67 78 and stucco) �t ,,1 lathe New York State Building Construction Code,and all other laws, roles,or ordinaces Mall Governmental Agendees haviing approved and Include the following: ' 6 6 9 to II 1R I3 14 15 Ili 21 24 27 30 34 39 Guards and handrailsd 2001t Ride Structural Ridge Ra 1 ter to Stud Jurisdiction.Contractor shall provide erect,maintain those Items r•eq uired for use,obtaining all necessary perndN Inspections a)all wirin for new swltcA outl u ceilin s with flexible finishes includin g g es, eats,brew e r to Indicate necessary M allow for all new work,all rewiring of a 1 6 7 7 tp 9 9 to a I4 I6 Ia 20 23 26 i h g ( g and approvals,and remove those Items which have Serwed their purpose and when directed by the Owner,unless otherwise lexlsttng fixtures and labeling of circuit breakers M Indicate circuit use. • 3 3 s s 6 6, 7 7 e 9 10 a f4 Is n 20 Guard in-fill components 50 gypsum L/24p Stipulated. W furnish WN CertMcate at completion of work. - Carbon monoxide R314&R315. 6 12 23 2s 29 3a 34 37 40 47 54 62 70 79 s9 104 board 41. Contractors shall make timely subnNsslors to the Owner of thevarl►us Items as set forth so as to allow reasonable and ade• 6-Furnish and Install single station smoke detecting(alarm device In compliance with Sec: M NYS Building 6 6 u 13 14 le 17 19 20 24 27 31 35 40 45 52 Passer er vehicle re es° 50° ) quote time for review ble correctlohi ble resubmisslo and fora delayin the Code and shall be rovided outside each separate slee n area to each sl i6 g � g ts4t`"-'116"k'•erltiw �„�•^�6 alflrr ,possl ,possl n, pproval of submisslorLs without eeping space and on each floor level. i 4 4 8 9 to 1(0 11 12 14 16 1s 21 24 27 30 15 P Pi 9 r Rooms other than slee in ro All other structural members L/240 .s » sr progress lathe cadre project Or any phase lathe protect T.Cntractor shall veil with the owner,location and quantity M lighting fixtures,switches,outlets,etc.prior Intlriw cone 3 3 6 7 7 a 9 9 10 12 14 16 18 20 23 26 P g Oms 40 12 Mln. 72 Mln. h 6 u 27 30 13 3a 20 22 46 56 65 74 94 95 54 1 3 Slee in r Exterior walls-wind loads•with plaster or H/360 &Provide a minimum of ne outlet In a hallway that exceeds 9'-0"In length. I' 6 6 9 15 11 12 20 22 24 z8 33 37 4z 48 54 63 P 9 ooms 3D a These plans are designed in accordance with the American Forest& Paper '9.Provide one outlet In each room a minlnwm of6'-0"from the entrance to that room. ' 19.2 a 4 9 ID 11 l:z 14 IS 16 19 12 2S 29 32 36 4z stucco finish ; 3 3 7 e 9 91 10 v u 14 n 19 n z4 r 32 Stairs 40 a (;$20 i -10.Provide a minimum M one GFl outlet wlthln 3'-0"of a1ry sink and a minlmtrm of one In every bathroom 6 u 34 37 41 4a, so 55 59 70 81 93 105 119 133 IS6 Exterior walls-wind loads with other brittle H/240 CS20 • Association Wood Frame Construction Manual for one and two-family dwellings unless otherwise 6 6 17 f9 21 1,b 25 28 30 3S 41 47 53 60 67 78 TABLE R402.2 finishes j 24 4 tz 13 1. I16 t9 zo 2. z7 31 35 w 4s sz 2018 Edition-prescriptive method 11.Contractor must verify with his licensed elecMelan ti an upguade of electrical service is required for this 0 1I :z 1 la 1 a . 7 39 MtNIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind Ioadsa with flexible a ° project prior to submitting a old. I H/120d LSU These plans comply with all of the requirements of the following: 12.Contractor to verify locations of roasts,meters,sub-panels,etc for relocation as required for the project. 1 6 u 32 3s 39 4:3 47 51 56 bb b7 99 112 f25 147 CONCRETE finishes 6 6 16 18 20 2:2 24 26 28 33 39 b so 56 63 74 Contractor must also notify the Architect M locations ff not shown on plans iz 1 4 11 fz 13 f s 16 v 19 23 26 29 33 39 az 49 Lintels su ortin masonr veneer walls° L/6D0 •2020 N.Y.B.I3UIIding Code •2020 N.Y.8. Mechanical Code 3 3 a 9 to fa a 13 1a n 19 zz zs za 32 37 MINIMUM SPECIFIED PP 9 y PLUMBING NOTES •2020 N.Y.S.Residential Code a 2020 N.Y.S. Fuel Gas Code 6 u 42 47 52 S,) 63 68 7a e7 101 116 f 32 fag I67 f96 COMPRESSIVE STRENGTH° • 1.All plumbing work shall be In strict confOr.rhance with an state and local codes. 6 6 . 21 z4 26 r9 32 34 37 m 51 59 66 75 a4 99 TYPE OR LOCATION OF CONCRETE • MTS30 •2020 N.Y.S.Existin Buildi Code •2020 N.Y.S. Pro 2.Not water heater shall have a maximum temperature settin of 140 f e All roofs, ceilings,floors designed g ^g pelrtyMaintenancecode 9 ue9F• 16 4 . 14 16 to t19 21 23 2s 29 34 39 a4 50 56 66 CONSTRUCTION (� •3.Provide hot sad cold water supply Hones to a new refrigerator as required by manufacturers spedflcatlons. 3 3 11 12 13 1s 16 17 19 22 26 29 33 39 42 49 weathering Potentlalb --------- ---� •2020 N.Y.S.Energy Conservation Code •2020 NFPA 70 National Electric Code 4.Provide Insulation on all new piping as required by code. Perimetd Edg!Zone 6 12 50 56 62 &a 75 8z a9 105 121 139 153 179 1011 Its . • 5.Remove and relocate all existing piping aS required to assure the ro 192 6 6 2S 29 31 3ia 38 4I 4S S3 6t 70 79 90 too Ile Negligible Moderate Severe For dead load of 10 P.S.F. •2020 N.Y.S.Fire Code •2020 Uniform Code Supplement 6-Below grade waste times shalt be XHCI piping. P CxeCutlon lathe work. 4 4 17 19 21 23 2S 28 30 35 41 17 53 60 67 79 Basement walls,foundations and - 7.Potable Ones shall be � 3 3 13 14 16 1.7 19 z1 23 27 31 35 40 45 so 59 •2020 N.Y.S.Plmmbing Code •2020 Supplement to the N.Y.S.Energy &All as or oil type "copper. 6 12 63 70 78 sis 94 1Dz 111 131 15z 174 t9a 223 110 194 other concrete not exposed to the Z500 Z500 2,500° g piping required shalt be performed by(fie plumbing contractor. 1 24 6 6 32 35 39 413 a st 56 66 76 87 99 112 125 147 weather Conservation Construction Code a Sanitary disposal systeem shell be County Department of Health SeMces approved for design and 4 21 24 26 r9 32 14 37 44 51 Ss 66 7s a4 96 Installation The Owners surveyor shall be responsible for design and locations of these facilities as well as 3 3 16 f8 20 212 24 26 19 33 38 44 50 56 63 74 Basement slabs and Interim slabs Column Ca Floor to Floor Connection obtaining all perrnits or Fastener5wdnf on grade,except garage floor slabs Z500 Z500 2,500° you ptsq p CornerHoldown nfr pp Uplift load per Nail Obs) ForSa. nil r tare psi•6.895kPa. t a roVafs Wok Endwan Rake or N^•) a.strength at 26days psi. - �NGTH 10.Contractor shall provide hOtwater baseboard heat throughout at perimeter walls unless otherwise noted. Basement walls,foundation walls, E„D GENERAL NOTES 11-Water main trust be 7'-O"a from the sanita d I ' " Rake Truss with up to 9" 6 28 31 35 18 42 46 SO 59 68 78 as 100 112 131 b.See Table R301.2(1)for weathering potential. :� H�U way ry Isposa systeem and 4-0 deep. - exterior walls and other vertical LEHGTH 12.In bearing walls or partitions,no stud Is to be cut more than 1/3Its depth to receive piping,duct or electrl- Rake Overhang 4 /9 it 23 2h6 28 31 33 39 as s2 s9 67 7s 8a 2,500 3,000d 3,000a a Concrete In these locations that ls subjeM to freezing and thawing during 12" 1. The mechanical system shall be installed In accordance with chapters 12-24 of tha Concrete construction shall be airentrained concrete In accordance with Footnote d. =_1. Cal work. 3 14 16 fa r9 2l 23 2s 30 34 39 44 5o Sb 6b work ex sed to the weather d.Concrete shall be atrentralned.Tonal air conem Residential Code of New York Stater. . 2. The Iumbi a 13.All water service and distribution i e and fittin s to be co pecent or more thin 7 percent pters 25-33 of the P P 9 PPer alto comxee)shell be rat less then s (percent volume o p 1hg ystem shall be installed In accordance with cha Y• Exposure B Porches,carport slabs and steps e.S"Section R402.2 for maximum cementhious materials content. , 0 9 - o C AR Residential Code of New York State. 14.All drain waste and vent i in and fittin s to be PVC-Dwv Table 3.11 Wall Sheathing and Cladding Attachment exposed to the weather,and garage 3,500d f.Fa gunge floors conk a rieelfiorreled ardsh,reduction of the total air content ° - _ 0 3. The electrical equipment and wiring shall be installed in accordance with chapters P P 13 9 Requirements for Wind Loads floor 2 500 3,000°•°f e f (percent by volume of concrete)a nm less than 3 percent is permed if the 34-41 Df the Resldef►tlal Code of New York State. slabs specified compres"strength of the concrete is I creased to not less than o 4. Exterior windows and glass doors shall be installed in accordance with Section R609. Wind Speed 4,000 psi. - =f._`.s, " All glazing shall comply with section R308. BC S V,i"> peD 5. In all frame walls,floors and roof I ceilings comprising elements of the building thermal 3 second gust 90 9S 100 105 131D 115 120 130 140 ISO 160 270 180 195 LE H envelope,.moisture vapor retarder shall be installed on the warm!n winter side of the (mph) TABLE OGRA(1) CS2O 12" insulation in accordance with section R318. e Fi ure .1 CLIMATIC AND GEOGRAPFNC DESIGN :' '`> ' y B. Wall and ceiling flnishea shall have a flame spread dassification of not greater than 200 , STRUCTt1RAl SHEATHING CRITERIA e. " with a smoked developed index of not greater than 4501n accordance with section E f E F E F E F E F E F E F E F E f E F E F E F E F E F wiNDDESIGN S1JBJWtTODAMAQEFROM Column Base _ _ R302.9 Stud Spacing ;, 7. Insulation shall have aflame spread Index of not greater then 25 with a smoke developed GROUND SEISMIC MINTER ICE BARRIER AIR MEAN s1rEATHIr4o Sheathing Location Maximum Nail Spaciing fox ad Common Nails or i0d Box Nails(inches,o.c.) SNOW Frost ROOD Index of not greater than 4601n accordance with section of the R302.10 {inches,o.c.) Spt acid Topographic Special vend Wtra!-home DESIGN W tine Termite' DESIGN UNDERLAYMENr K47ARDSQ FREEZING ANNUA sIDINo 8. Interior wall covering shall be In accordance with section R702 and exterior wall 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 LOAD° (mph) e9. 1s11 r11110 fi debris Zane"'CATEGORY eathoW TEMPS REOUIRV IN" TEMPI FUMIm1O FOR covering shall be In accordance with Sectlofn R703. i� SET T1T1� Interlor Zone 16 6 1 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 `'°""__ 9 ABA44 WATERTIGHTNESS a 9. Asphalt shingles shall be installed in accordance with section R905.2' ,��RED R/� GENERAL NOTES 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 20 Ib 130 Yes Nc B Severe 36" to H 15° Yes 550 45° DECKING �� �p S. °�f�, 12 6 1 6 12 6 12 6 12 6 12 6 1 6 11 6 1 6 12 6 1 6 12 6 12 6 12 6 12 MANUALdDESIGNCRITERIA° ° ��� C�t!j �� PRO.FGT N/th�'IE Perimeter Edge Zone 16 6 1 6 32 6 I 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 hldoor Or< ° APPROVED JOISTHAt4GER9 Q�_ ¢ l'Z, 24 6 12 6 12 6 12 6 12 6 12 6 i2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 Winter Summer Altitude Design Beating 2'taN. 2x LEDGER VATH FASTENERS :'�ta � q� Elevation Catitlxle heating cooling dxortectlonfactor telrljoeraltxecoolhtg EemperafUre - IN ACCORDANCEwITHTABLERa072 Tye ��� BOARD SHEATHING er lAP SIOING temperature difference ..• : e`•'•' HOLD4X7WN DEVICE bola 760 LB.CAPACRY ' ,1 Sheathin Size Rafter rus5 rn ... t FLOORJOISTT3' AT4LOCATIONS,EVENLYDISTRIBUTED ^t• E 4 12AM B /T B . ALONG DECK AND ONE WITHIN 24.OF EACH `T. A,RG'HITJWT P.C. ,+ (inches,o.c.) Mirnmum Number of Bd Common Naih or Sl)d Box Nails .-._. ,:1 END OF THE LEDGER HOLD-DOWN DEVICES �s,, ,.r�4 Per Support cooling wltld cord velocity coincident Dally Miler $Innmer '•*. SHALL FULLY ENGAGE DECK JOIST PER •erJ Q2�.�a r .M LYN AV��i�i •'i',_...:, HOLDOOWN MANUFACTURER. tempelalure&iference velocity heating cooling wet bulb range htmhidty humidity E.NORTHPORT,N.Y.11731 8yl lx6 or Ix8 Sheathing 12-24 2 2 2 2 11 2 2 2 2 2 2 2 2 2 Typical DTf1Z Deck4o-House TEL. /FAX.(631)3t38-2M Lateiral Load Connection ASMEEW PREDRILLE°D wi M PENNETRAT1014 �T NO 1x10 or Lar er Sheathin 12-24 3 3 3 3 33 3 3 3 3 3 3 3 3 3 .lt�NOs . To CENTER OF TOP PLATE.STUDS,OR HEADER --- - - - 11 - ---- --- ------- . _ . _ - i - - - -_ ..•--••--___ I I - .__