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HomeMy WebLinkAbout50683-Z ho�\%of Soo/TyO!° Town of Southold P.O. Box 1179 � ion 53095 Main Rd Ulm. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45914 Date: 01/30/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 505 Southern Cross Rd Cutchogue, NY 11935 Sec/Block/Lot: 110.-5-29 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/03/2024 Pursuant to which Building Permit No. 50683 and dated: 05/15/2024 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: covered front porch to existing single-family dwelling as applied for. The certificate is issued to: GMP Solutions LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL'CERTIFICATE: 50683 12/18/2024 PLUMBERS CERTIFICATION: %i5)tr—ol r�' A thonzd Signature o�gOFF04 TOWN OF SOUTHOLD Gyp BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • � � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50683 Date: 5/15/2024 Permission is hereby granted to: GMP Solutions LLC 830 Eastwood Dr i Cutchogue, NY 11935 To: construct covered porch to existing single-family dwelling as applied for. At premises located at: 505 Southern Cross Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 110.-5-29 Pursuant to application dated 4/3/2024 and approved by the Building Inspector. To expire on 11/14/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $302.50 CO-ADDITION TO DWELLING $100.00 Total: $402.50 Building Inspector pF SO(/ryo ,r\O l0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • OQ Southold,NY 11971-0959 �O UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: GMP Solutions LLC Address: 505 Southern Cross Rd City:Cutchogue St: NY Zip: 11935 Building Permit#: 50683 Section: 110 Block: 5 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Gerard Electrical Inc License No: 40564ME SITE DETAILS Office Use Only Indoor Basement F Service r Solar (— Outdoor 1st Floor r Pool r Spa r Renovation 2nd Floor r Hot Tub r Generator Survey r Attic r Garage Battery Storage INVENTORY Service 1 ph r Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph (— Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Other Equipment: Notes: Front Porch Inspector Signature: Date: December 18, 2024 Sean Devlin Electrical Inspector sean.deviinCcD-town.southold.nv.us 505Southe rnCrossPorchElectric UF so//lyo� TOWN OF.SOUTHOLD BUILDING DEPT.' comm,� 631-765-1802 1NSPECTION [ ] 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: d V aAwi %L jol !��/ DATE • /3 -� . INSPECTOR &OFSOUTyO� 5-0663 6_205- sd"-tom # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTI-ON [ ] 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: IMA ®VL ordA ' !6LOL Out DATE �� a INSPECTOR 0� OF SOUIyO� # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 !!ro IN S.P ECT1 0 N [ ] FOUNDATION 1ST/ REBAR [ .] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/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: no ow DATE . INSPECTO OF SOUIyOIo 5006 6� __ __ - _vo 1/J o r4 # # TOWN OF SOUTHOLD BUILDING DEPT. u�m�i� 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 REMARKS: ��n C� DATE INSPECTOR _ a: r i- i a ,., - , •,YJ }' �• Tom• t S.. f_'. r ,y, *j'.y�Try.��� •1'- J" r �L�'T��� Xp '�' ,ry� 1 T. �: a y Imo. ;} 4 I' ►F' I Y i�'� ^ice Y a. •Vd !l. � N• - � � , F � i , Ar to of% OV 14 1p 1 Ar �Y now- -4 BOWL ar 1 F r I � t r' r S"X • f 1. v v � 1�• � � • + ' 1 r ram. : t f 44, At In f^ T yyy C •� ` �'*:" �� � .�+.F��' '.`r7r �+ i Y' a i.� try � �''� _ �,'�'�,� �.�{°1,� •�-. I 1 7 i♦ r� r _ e a ' `"�.�;•��' � ,-tom.• '` • +.. y L • J ' ",.dqpi'^ '• 6 r � ,_,PIP + op . 1 jr • "rH6L ,' ip / N y ate._. _.. ;w ��.r+l .'. � � .. . . - � �• ,.. r k d ,r lb .. 'R • r:. tl Ln ti 11,w TI LL Ar 471 it Ile z. 1 r.^ � �� .o ��tl a �, � -r. ... - ,r. • - 1 A Y •tie A' • ,l M1#I~ f vp ' :Mkr+Mf Jo �S- Alf k, t yam`, %Ar k Aft d Ji t-7 • ti f J l' err�-. jL Oak-P -, 'IMF -:{� L�'•'�' , • r r .r • 1-.7! 4 ' � FIELD INSPECTION REPORT DATE COMMENTS 7Joc��it CL C FOUNDATION (1ST) �l y ------------------------------------ C FOUNDATION(2ND) � y _ ROUGH FRAMING& PLUMBING r r INSULATION PER N.Y. y STATE ENERGY CODE 1 FINAL - UJ ADDITIONAL COMMENTS c l0-7 S 0 ' � S adz -o AmendedI aw'S 1&r T-13,53 o c -ayDA A Ice) � o x x d b y �gt1f btyr TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 aAti Telephone(631) 765-1802 Fax (631) 765-9502 https://NNiu-,v.southol.dtownny_.go Date Received APPLICATION FOR BUILDING PERMIT F r Office Use Only i `' �' rr PERMIT NO. 5LI Building Inspector: APR 2024 App'.licatioris nndforms must be filled out in their Entirety Incam I' w... app��cation"s wrll not be�accepted ,Wherethe AppEicant�s nlqe ot the owner,and Ou+►rrer`s;Author�zatEonf�i�rn(Rage2j'shatlbec�orr+pletecl: �'� �- -��,T•;Rv ��,�;`t'�:;:�. . Date:04/03/2024 Name SCTM Glna Picchione ��PnQ SvW #1000- TtoNS,Lt� ,. ..___._ 110 5�.29_..�.__ .,__..._._.._._..__._..._._.�.�. Project Address:505 Southern Cross rd Phone#:631-774-8426_ ._ .._ .. _._. .. ._ Email:apicchione@aol.com Mailing Address:830 Eastwood Dr. Cutchogue NY 11395 CONTACT.PER50NR tip.. Name:Artie Picchione Mailing Address:830 Eastwood Dr. Cutchogue Phone#:631-774-8426 .. . _ ._._.._._._. _... Emailicchione@aol com DESIGN PROFESSIONAL'INFORMATION Name:Kenneth Schulman MailingAddress:209 Lynn Ave_East Northport Ny,, 11731 Phone#:631w-368 2388 _.._. . w.. w._ . ...,_. _..._ Ema11:ksarchitect1&Mpil com M E. CONTRACTOR I'NORMATION: Name:Home owner Mailing Address: Phone#: Email: DESCRIPTIQN 01=PROF05E0 CON5TRU41'IOltij ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑OtherCovered porch 896 10,Doa Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes El No 1 '''PROEI2 ,"INFQRMATtQN A 5B Etse of opeted use of property:$ame �__xis� ing u �prop .rty_u Rental Intended_ . . __. _.._ ..�._ w_..�._ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to N_��......______.. .. . ....__...._��_.��,�..._.... . .% �-�%�� this property? ❑Yes ®No IF YES, PROVIDE A COPY. 1❑ Ir(`'6bk16q Aft-ef 06 d 1ble for ai)drainage and storm waterFissues as provided by` Chapter 23ii of the Town Cade"APPL1CATiON fS3 HEREBY MADE io the Bwlding:Departttent fop the issuance of a Building Permit pursuani to the Build'irig Zone Ordinance of the Town of Southold,su0F ik,Co,ri y,New`York and other applicable°Laws,Ordinances or`.Kegulations,for the cons#"ruction of buildings, additions,alterations or for removairarilemotition as herein described The appiicant,agrees to comply with all.applicableiaws,ord oances,building code, hdusing code and regulations and to admit authorized insoijpectors on premises;and in'building(s}for necessary inspections Palse statements made herein are pdnisfiable as a Class.A misdemeanor rsuant to 5ectiorr2lii AS of the New Vdrk ita`te Penal Law Application SubmittenB *nt name): pI��p ❑Authorized Agent ❑Owner Signature of Applica Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF COMMISSlon Expires April 14,2 03,1.1 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, 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 I 3r d day of e pr I I , 20,Q Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ~D fl NOV - 7 2024 ��11FFot/( 0 BUILDING DEPARTMENT-Electrical,Inspector TOWN OF SOUTHOLD BRDING ID �o ti Town Hall Annex - 54375 Main Roa I o Il Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov seand -)southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: G esu�- V, FA-P—Jkc aj C, Electrician's Name: e s^r�czij Q\.V JCL I D License No.: `t IDS(,4 Elec. email: Elec. Phone No q4, ❑1 request an email copy of Certificate of Compliance Elec. Address.: 3L B W l ST- Q 4L i �'-j 2 JOB SITE INFORMATION (All Information Required) Name: 01 plaA,10MIP Address: Cross Street: Phone No.: . 2� Bldg.Permit#: _�'0 (.925 3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUA E FOOTAGE (Please Print Clearly : Circle All That Apply: Square Footage: a� Is job ready for inspection?: ffYES NO Rough In .Final Do you need a Temp Certificate?: YES ffNO Issued On Temp Information: (All information required) Service Size elPh❑3 Ph Size: Fed A #Meters�_ Old Meter# ❑New service[-]Fire ReconnectOFlood Reconnect Service Reconnect bunderground[Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? 0 Y nN Additional Information: PAYMENT DUE WITH APPLICATION �c1 ob cca fob I(d VOV - ? 2024 �gUFFGI/c BUILDING DEPARTMENT- Electrical-Inspector .%4 TOWN OF SOUTHOLD g y .� " Ali 4. ) !tL�I 1`S�1 '�IV.2:e4�o H x Town Hall Annex- 54375 Main Roaxda-�� �Q,.B� 1 �r�;; Southold, New York 11971-0959 y?jO� �a0l Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)_southoldtownny.gov - seandCM-southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: G eaur V� C,-1 --17-,, C- Electrician's Name: 4 CC-,-2b Q\.v JCL I e License No.: tA E `--f psi 4 Elec. email: Elec. Phone No 6-j l 'i�-i� ❑I request an email copy of Certificate of Compliance Elec. Address.: 3 g W 1 ST ear V,,,VL 1 l q ,2- JOB SITE INFORMATION (All Information Required) _ Name: Cis O ' p Address: Cross Street: . Phone No.: Bldg.Permit#: 5: 0 L0 email: Tax Map District: 1,000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUA E FOOTAGE (Please Print Clearly Square Footage: K Circle All That Apply: Is job ready for inspection?: ff YES F-] NO �Rough In Final Do you need a Temp Certificate?: YES ffNO Issued On Temp Information: (All information required) Service Size el Ph❑3 Ph Size:2,QLOL__A # Meters _ Old Meter# ❑New ServicC Fire ReconnectOFlood Reconnect[]Service Reconnect Flunderground E]overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? D Y FIN Additional Information: PAYMENT DUE WITH APPLICATION �C1 ' \ Oct Ccc#�cbl V i PERMIT# Address: Switches Outlets GFI's Surface Sconces ' H H's 40 UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPADisc Combo Codktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments N r� I N 1 N NCH Rl— 2 Y, di.c.m._ Lilo y I R Fad PPf�z� U D i Z`{"o-c. LEQ �R _ S - ITT -, w ' 20 V O I x LW Q GtD H 2xCoG'.'j'• 1 - '(o O.G. I� 9 .0 / r 19.8 5,5 ly•e v n bi~ N X X Z t _x 12 X E'f' N ,ctA RIP Z. � � R.R_ l 2:• , . N x � � G � � V5w15T- C-E-6U3>� o NPR. t _ f<, v lCa o.c. ! Cp o•c- (2) z14l2 H �(�. O D � 6oVP54aEp _ Li y '' Po t RG � zsz s. • I � N � II !! I �� I u v `r t�� TFL o o �°, 1�1 _ -o I 't y o- o 190,o0 ITE : - —--- d — I o - 5 ' ��a�os�� pdR�N zs � s•F- I i F>f orosr t� Lo-c' 2,ZtS= fG,`73-3 = 13.2�d �. 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SHEET TITLE S.SC�'�y/� p: p o Rc_}i L AN S PROJECT NAME S o$I\A sovT�ER N LtLosS Ro G VTG O KENNETH SCHULMAN Ng.02`,�S1 ARCHITEM.P.C. DATE: +!; �09 LY,- - AVENUE SCALE: E. NORTHPORT, N.Y. 11731 TEL. /FAX.(631)368=2388 Bye K 5 JOB NO: 2 A 13 5HEET NO. Table 3.4A Rafter and or Ceilin Joist to Top Plate Lateral and TABLE R301.2.1.2 R301.2.1.2 Protection of openings. Exce tion:Wood structural anels with a GENERAL NOTES Table 3.n NailingSchedule � g xpOsure P P CONCRETE&FOUNDATION NOTES Shear Connection Requirements WINDBORNE DEBRIS PROTECTION Exterior glazing in buildings located in thickness of not less than 7/16 inch (11 1. These notes shall apply to the General Contractor,each Sub-contractor and the Owners own forces.Each Contractor shall 1.All footings shalt bear on virgin soil having a minimum bearin ca act of. . (1)ton ,study and familiarize himself with the site and with all trades and parts of the work.Each Contractor shall cooperate and coor xterlor footin g Q o tv per square toot All Number of I Number of P g P ) P 'mate his work with the work of other Contractors. gs shall be a minimum of 3'-0 below redo unless noted otherwise In plans (Prescri five Alternative to Table 3.4) FASTENING SCHEDULE FOR WOOD windbome debris re ►ors shalt be rotected min and a s an of not more than 8 feet .AH existing fill,roots,and-other unsuitable bearing material shall be removed and footln carried to the Joint Description Common Nails Box Nails Nail Spacing ---- STRUCTURAL PANELSa,b,c,a . from windbome debris. Glazed opening (2438 mm) shall be permitted for 2. The Contractor's and Owner's agreement to enter into the work shall suffice as their acceptance to the terms specified bottom of such excavation.Contractor to verify assumed soil bearin ca tl and assume,full ROOF FRAMING Wind Speed herein,and shall be Incorporated Into any and all agreements between the Owner and the Contractor. Q Pa ty red bea ing for same.Contractor to notify Architect of any soil variation or condition adversary atfectlg assumed bearing 3-second 90 9S 100 105 110 lis 120 130 140 is0 160 170 180 19S FASTENER SPACING Protection for windbome debris shall meet opening protection. Panels shall be 3 Nothing on this drawing shall be corstued as nvodlfying In any way the Contract between the Owner and Contractor or the gust(mph) tapadty prior to the pouring of any footings. Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter See Fi ure 1.1 (inches)°•b the requirements of the Large Missile Test precut and attached to the framing Contractor and Sub-Contractors. 3.Minimum compressive strength of concrete at 28 days to be as follows: concrete to have 5%to 7% Ceilin Joist to To Plate Toe-nailed (see Table 3AA 4. Each Contractor shall comply with the requirements of the New York State Uniform Fire Prevention and Building Code,New a)footings,piers,foundation walls:f c=3,000 psi stone concrete g p ( ) ) (see Table 3.4A) per joist of ASTM E1996 and ASTM E1886 as surroundin the o enin containin the air entrainment er R402.2 Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) i (see Table 3.9A) each lap Rafter/Ceiling Joist Wail Number of 8d Common Nails or 10d Box Nails(Toenailed) FASTENER TYPE Panel 4 feet e 6 feet c g P g g York State Energy Conservation Code,Federal OSNA,and all ofthe Local Governmental Agendas having Jurisdfctlon,Insofar as b)stab on Around:fc=2,500 psi concrete Garage slab=3,500 p.s.i. . P Ceilin Joist La s over Partitions (Face-nailed (see Table 3.9A) (see Table 3.9A) each lap Height """ spans panel span pane!span modified in Section 301.2.1.2.1. Garage product with the glazed opening. Panels applicable to his portion of the work. c)superstucture,slab:rc-3,000 psi stone concrete . g P 1 Spacing(in.j Required in Each Raker and/or Ceiling Joist to Top Plate Connection 5. The Architect shall not be responsible for the pertormance of the General Contractor or any Subcontractors,nor shall he 4.Anti-hydro shall be added Kpouring takes place et 32 degrees F or{ass. Collar Tie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie (ft.) 4 feet <6 feet s 8 feet door glazed opening protection for shall be predrilled as fegUlred for the guarantee the performance of their contracts. 5.The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the founda- Blocking to Rafter(Toe-nailed) 2-8d 2 lOd each end g 2 2 2 2 2 2 2 2 3 3 3 3 3 3 No.8 wood screw-based wndborne debris Shall meet the anchorage method and shall be secured 6. All exlstlng equipment,utillUes,stroctures,and other Items Interfering with the Installation of the proposed equipment and Uon with anchor bolts spaced a maximum or 39•1 on center.Anchor bolts shalt also be located within 12" from 12 structures shall be removed end replaced and shall be subject to approval of the Owner.The Contractor shall determine and/or the ends of each plate section.Bolts shall be at least 5/8 In diameter and shall extend a minimum of 7"Into Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 30 2 2 2 2 2 2 2 2 3 3 3 3 3 3 anchor with 2-inch embedment 16 .10 g reJuirements of an approved impact- With the attachment hardware provided. verify the actual location of any end all utilities,process piping and related Items prior to the commencement of work.All costs masonry or concrete.There shall be a minimum of(2)bolts In any one sill. 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 Incurred shalt be the reponslblllty 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- WALLFRAMING 16 length resisting standard or ANSI/DAMMA 115. Attachments shall be designed to resist 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 7. All dimensions and locations as Indicated on the drawings shall be considered correct,but shall be understood that they are ent work shall match existing.Joints between new and existing work shall be trowled smooth and even. Top Plate to Top Plate (Face-nailed) 2 16d 2.16d per foot 8 3 3 3 3 3 3 4 a 5 5 5 5 5 5 No.10 wood-screw-based the Component and Cladding loads subject to modlflcations as may be necessary or desirable at the Ume of Installation to meet unforseen or other conditions. Provide expansion joints. Top Plates at Intersections (Face-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 NOT SCALE DRAWINGS.Written dimensions supersede scaled dimensions and are subject to revisions as per actual field con 7.A concrete block foundation wall shall be accepted In lieu otpoured concrete where permitted by Local Stud to Stud (Face-nailed) 2-16d i 2-16d 24"o.c. I dltlons.The Contractor shall verify all dimensions and conditions herein shown and all discrepancies are to be brought to the Codes. Copper Header to Header(Face-nailed) 16d 16d 16"o.c.along edges length Table R301.2(2) or ASCE 7, With the Architect's attention before corthmendg with the work 8 Provide continuous termite shield with all Joints sealed along perimeter walls and shielded termite Table 3.5A Top and Bottom Plate to Stud Lateral Connections v '/4-inch lag-screw-based permanent corrosion-resistant 9. if In the course of construction a condition exists which disagrees with that as indicated on these platys,the Contractor shall colN�rs at plumbing pipes In crawlspaces unless otherwise noted. Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud Exposure B stop all work and notify the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow this 9.Footings at different levels shall be stepped so that the clear distance between adjacent bottom edges shall for Wind Loads anchor with 2 inch embedment 16 16 16 attachment hardware provided and procedure and continue with the work,he shall assume all responsibility and liability arising therefrom. not exceed a slope of one vertical to two horizontal. Bottom Plate to Floor joist,Bandjoist,Endjoist 2-16d''2 i 2-16dt•1 per foot (Prescriptive Alternative to Table 3.5) length anchors permanently installed on the 10. The Architect shall not be responsible for,nor have control or charge of constuction means,methods,sequences,or pro 10.Backflli shall not be placed against foundation walls until the concrete Is of sutndent strength and until:the or Blockin Face-nailed --'-•----- - cedures,or for safety precautions and programs.Contractor shall be reponslble for adequately bracing and protection ofall walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. g ( ) For SI:1 inch-25.4 mm,1 foot-304.8 mm,t pound-4.448 N,t building.Attachment in accordance with Work durin construction a inst dame a breakage,collapse,distortion and misall nment accol din to a licable codes. 11.Concrete Foundations shall be poured continuous) K our Is Interupted a vertical k shall be provided. Wind Speed mile Per hour-0.447 m/s Q Q ' Q Q PP Y- P ey FLOOR FRAMING Table R301.2.1.2 is permitted for 11.The Contractor shall check and verify locaUon of any existing overhead or underground electrical or other hazardous uUlt Horizontal joints are not permitted. 3-second gust(mph) 90 9S 100 10S 110 115 120 130 140 iSo 160 170 180 19S a-This table is based on 180 mph ultimate design wine ty lines and to arrange for their safe relocaUon. _ 12.Contractor shall verify dimensions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con- Joist to Sill, Top Plate or Girder (Tce-nailed) 4-8d 4-10d per joist buildings with a mean roof height of 45 dulls,etc.as required for trades before lacin concrete. Brid in to Joist Toe-nailed 2-8d �I 2-IOd each end (See Figure 1.1) speeds.V„n,and a 45-fom mean root hetgM. 12. The Contractor shall be resposlble for temporary electric,water,toilet fadllties,fencing,barricades,security,and clean- p g g g ( ) b.Fasteners shalt be installed at opposing ends of the wood feet (13 728 min) Or less where the up as agreed upon between the Owner and the Contractor.Upon completion of work,Contractor shell broom clean aR effected 13.Concrete:work Included; Blocking to Joist(Toe-nailed) 2-8d I 2-10d each end Stud structural panel.Fasteners shall be located not less than 1 areas and cart away all debris. a)all footings,foundations,steps,platforms,etc.,as per drawings. ultimate design wind speed, Vuh, is 180 Blocking to Sill or Top Plate(Toe-nailed) 3.16d 4-16d each block Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf) inch from the edge°f the panel. 13. Contractors or Sub-Contractors whose work and installations require sleeves,hanger inserts,bolts,anchors,etc.,to be b)all concrete slabs. Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist (in•) c.Anchors shall penetrate through the exterior wall covering mph(290 kph)or less. built Into the work of other Contractors,shall Install or provide these Items to the appropriate Contractor who will set these to c)ail other work as required by drawings. Joist on(edger to Beam(Tce-nailed) 3 8d 3 10d per joist 8 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 with an embedment length of not less than 2 inches into'he work In the locations established by the Contractor who requires these Items.These Items shall be provided and their locations aq set an�roofln� btnlding name.Fasteners shall be located not less than 2/z coordinated sumdently In advance,SO as not to delay the progress of a Job as a whole.All such Items shalt be Incorporated so P P 9:work Included; Band Joist to Joist(End-nailed) 3-16d I 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 concrete. they will meet the correct physical'elevations of floors at each level.They shall be secured Into the framework for concrete so a)all 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 d.Panels anached to masonry or masonrylstucoo shall be a5 to melntefn their proper location end position during the pladnQ of concrete and removal offormwork. projections. 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 attached using vibtabon-resistam anchors hating an 14. The Contractor shall conduct all work to preclude the effects of weather on completed work,or work In progress.The b)allow 24 hours prior to backfilling. ROOF SHEATHING I 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 uromate withdrawal capacity of not leysthan 1,500 pounds Contractor shall assume all responsibility and expense of temporary enclosures where necessary.Dust parUtlons are to be c)apply mastic emulsion only when temperature Is 40 degrees F and rising and In dry weather. Wood 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. S�pimply Celotex Trowel Mastic or approved equal on all foundation watts below grade at basement and crawl Diagonal Board Sheathing 18 2 2 2 2 - 2 2 2 2 2 2 2 2 3 3 NOTE: 15. Each Contractor shall be reponsible for ell loss or damage arising from the acUon of the elements such as water,heat,wind or other unforseen dlfllwltles which may be encountered In performing the work to be done under his contract.In the event e)mastic shall be applied at the rate of 1/8"thick wet 1"x6"or 1"x8" 2 8d 2 30d per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL STRAPPtJG TO(3E 1 V4'X20(3At1C3E STt�OR of any suspension of work,each Contractor orSub-Contractor shall protect his work and materials against damage.Any work 1"x1O"or wider 3-8d 3 10d per support 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 '81vPSON EMNALENT-CS20(COL D STRAP) or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his CARPENTRY NOTES (Ail STRAPPNG SHALL BE NSTAum PRiOR TO SFEATHM work or materials shall be promptly removed and replaced by the Contractor. 1.Insulation shall be fiberglass batts-fall one side unless otherwise noted thickness as shown on drawin s. CEILING SHEATHING 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 16. Any materials or workmanship found at the time to be defective shall be remedied at one Q TW.PROVDE RAFTER TO e,regar'dless of previous Irispec Staple pads on foil OVER framing. Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field 12 2 2 I 2 2 2 2 2 2 2 2 2 3 3 KNO ATT.ACHANT WHEN tlon.The inspection of the work Is Intended to aid 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. specfflcaUon but such Inspection shall not o erate to release the Contractor from a of his contractual obll bons. 3.Provide cats at all exterior and bearin walls and all walls over 8 feet hl h All stud framing having an WALL SHEATHING 16 14 2 2 2 2 2 2 Z 2 2 2 2 3 3 3 ALKiJ�OR RAFTERS sr P nY ling " g g - FWGS TO PLATES TYP.PROVDE RAFTER TO 17. All new materials and Installations shall be In accordance with manufacturer's latest printed specifications and with code . unsupported height of more than 10'-0" Is to have stud brid In or otherwise be braced In an a 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 9 Q pDroved man- Wood Structural Panels Sd lOd (see Table 3.11) CFVPLE CONVECTION H-2 A requirements. ner at Intervals not exceeding 8'-0". 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 OR EQUAL 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.Atl floors designed to withstand a combined Itve load and dead Toad of 3031 er s >t for RWng areas and 401E Structural Fiberboard Panels P q 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 DETAIL o LEFT by the Contractor without the prior written approval of the Architect.For portions of the vtrk not shown In detail but which per sq.M for all other areas. 1/2" 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 Installation,the material, 5.Design timber stress-Fb+850,E=1,600,000 psi,Douglas Flr Larch No.2. 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 methods,and workmanship shall conform,as a minimum,to the 6.Provide cross bridging or solid blocking @ V-4 oc maximum floors and ceilings. (o.i2o"x1 i/z"long x 7J36"head) 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 NAILING&STRAPPING AT „ typtcat or representative detail throughout the corresponding parts of the bullding. 7.Studs,sills,posts,beams and Joists shall be construction grade Douglas Flr No.2 appearance. 2S/32" 11 ga.gaty. 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 unUl It has been Inspected and accepted by the Owner.All materials 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.All headers V-0" (0.120"xl 3/4"long x 3/8"head) 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 aCUM FCH Ali few casrtuln+44YM WW AalnO 6t rejected shall be Immediately removed from the work and not again offered for inspection, and over to have a minimum of a double jack stud on both sides of opening. 20. All work shall be executed In a worlkmmanlike manner and all mechanics shall be skilled In their trade. 9.Joists supportlng�paraliel parUtions,spaced apart to permit the passage of piping or duct work,are to be G sum Wallboard 5d coolers I 5d coolers 7"ed e/10"field 16 2 2 2 2 2 2 2 3 3. 3 4 . 4 5- 6 p` 21. No note or detail or lack thereof shall be construed as relievin the Contractor from execuUon of all work In accordance blocked et maximum 16"Intervals on bearin " g partitions. YP g NAILING SCHEDULE'B':Lwow FPA ecatatn nfR mv414u Q g partitions and 32 Intervals onnon-beam Hardboard 8d 8d (see Table 3.11) 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 D t3t7M oreal0 F3971#em• Qn FVR V4 M 01-00 3 with all state and local codes. 10.Where joist hangers and other steel frame carriers are Indicated,contractor to provide and uUllze the Particleboard Panels 8d 8d (see manufacturer) 20 - 2 2 2 2 2 2 3 3 4 4 5 S 6 7 Notation 22. Architect Is not retained for site Inspections and/or observation of the construction. proper smooth shank and/or annular rig nails as recommended by the hanger manufacturer,to Insure the Rough A a c 0 E F 23. The Architect has not been retained on this project for bidding and/or the negoUaUon and administration of the Contracts appropriate shear and withdraw!capacity of the fasteners. Diagonal Board Sheathing operir s for constuction of this project 11.Provide nrestopping ahi required In compliance with part R602.8 of NYCRR. 1"x6"or 1"x8" 2-8d 2-lOd Table 3.6 Rid a Connection Re uirements for Wind B ro' 2 02x4 I I I 1 24. No request from any party for Information regarding clarification,amptiBcaUon or explanationofthe drawings or notation, 12.Do all cutUn and tchin for all trades.In bearin walls or artltlon no stud Is to be cut rliore than t/3 of persupport q Exposure B Q Pa Q i P s. �+ C E 4•-0• 4 o z4+ z z z z or request for permlsslon to very or deviate from the requirements of these drawings or notatiomrs,wltl be entertained by the Its depth to receive p1pinQ,ductwork, or electrical wiring. 1"x10"or wider 3-8d 3-Sod per support (Dead Load Assumptions: Roof Assembly DL=10 psf} W-T 4 m 2x4 ar n bill 3 3 3 3 Architect,unless they are set forth In writing and addressed to the Owner.Vthe 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 a•-o• e m zx4•n Lae 3 3 3 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 jolsts under bathtubs end heavy appliances. wind Speed ir7-o Io m be 4 4 4 4 party concerned.The Architect does not,nor will not,assume any responsibility with regard to the above mentioned types of **14.Contractor to provide`'Simpson"hurricane clips on all rafter to stud connections lit on all stud to box Inquiry unless above procedure Is followed beam connections. Wood Structural Panels 3-record gust(mph) 90 9s 10o IDs Ito its 120 130 140 is0 16A 170 la0 19s 25. The Architect shall not be responsible for the performance of the General Contractor anySub-Contractors or the Owners 13.All exterior openings shall be properly flashed. 1"or less 8d lOd 6" "field try tz m a s s s s s edge/12 (See Figure 1.1) NotAfloru: own fortes,nor shall he guarantee the performance of their contracts The obligation 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 in lOd 16d 6"edge/12"field Roof span F A.MAI"OF was AT Fear BD a Syp.%q- a liability of the Architect,his agents or employees. 17.Flashing to be provided at all floor penetrations,pipes,vents,skylights,chimneys,and roof ventilators. Ro°f Pitch - R uked Capacity of Rklge Connection(pIOt'1'14 Diagonal Board Sheathing eq g g pes,gable ends and top of foundation walls- thl e.Fuan of Stl.srtm of the Fur oaks Nor AFr�r m oOarly 26. Items shown on plans but not speclflcelry stated In the specfflcaUons and/or vice versa shall be considered to be Included Flashln to be provided at hips,ridges,valleys,then es of roof slo i"x6"or 1"x8" 2-8d 2-30d per support 12 2s 39 51 64 77 91 105 136 169 205 243 284 327 397 c.a3.oah of RLL emir On SROS AT SAM SVE aF W,MM In the contract All roof Intersedlons to have flashing to extend 8"In each direction.All flashing to be aluminum unless noted 1"x1O"or wider 3-8d 3-10d per support 26 37 52 68 85 103 121 141 182 226 274 325 379 436 529 D.KWM aF so w&S eoarAM TWOM AWACERr KW SnD To eo 27. Items not specifically called for by manufacturer number or grade specifications,shall be furnished In the most economical otherwise.All ratters to Ilne up directly over studs. 20 46 6s as 106 128 352 176 227 292 342 406 473 545 661 aF W,iiM AT EACH WE model,grade or manner of Installation. 18.Install shims to provide floor pitch under sheathing and perpendicular to the roof joists to provide for roof E WING h aF JUX St1De AT EAa3 E D o'FEA0Bt3 tASaIE pt7lelE 1EAo8L9 29. Each Contractor shall carry Worker's CompensaUon Insurance in the amounts prescribed by law and liability bodily Injury venUn g In a:lz z4 s6 >s lax 1za 154 1sz zit z72 339 430 487 s6s 65a 793 F Nt�a tin Na4 ao4wum Trif m AwA�r.rtoc sttm 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 Connection Requirements 28 65 91 119 149 180 212 246 318 395 479 56b 663 763 925 00 a StltSt AT Ui li WE one WT AIRY To Docn31 al names Insured. „ (Prescriptive Alternative to Table 3.9) 32 74 105 137 170 206 243 281 363 452 547 649 758 873 1057 .JACKS AND KNGS AS 19.All Interior leaders are to have 1/2 foam sound Insulation. - - SI10WN TW DETAIL 0 LEzT 29. The Contractor,Its agents,servants and employees shall Indemnify and hold harmless the Owner and the Architect and 20.All Interior doors to be 1-3/8"hollow core lauan veneered with approximate hardware.Contractor shall 36 83 118 15a 192 231 273 316 409 SOS 616 73a 852 982 1190 their A ents and Employees from and against all'claims,damages,losses and a enses Including Attorn 's fees arisin out of Roof Live Load Ground Snow Load 12 26 35 45 55 65 77 88 113 139 168 199 231 266 321 or resulting from the performance of the work. Q stipulate an allowance for and lock sets. 20 psf 30 psf SO psf 70 psf 16 35 47 60 73 87 102 118 ISO 186 224 265 308 354 428 Solid Sawn Joist and Rafter Notching and Boring;Limits stud Notehing and soAng Llmfts 21.Use waterproof membrane flashing over ail outside doors. 30. In any and all claims against the Owner or the Architect,or any of theer Agents or Employees,•cy any Employee of the ROOF,NG Roof span(ft) 20 43 58 75 1 131 153 176 226 232 336 397 463 532 643 Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or anyone for whose acts of them may 4:1z 24 52 70 89 ilo ]3i i53 i76 226 279 336 397 463 532 W3 be liable the Indemnification obllgaUon under this paragraph shall not be limited In any way by any llmltation on the amount 1.Fasteners for asphalt shingles shall be galvanized steel,stainless steel,aluminum or copper rooting nails, 12 24 36 12 24 36 12 24 36 12 24 36 2a 61 62 104 128 153 179 206 263 325 392 464 540 620 750 Notch d or type of damages,compensation or benefits payable by or for the Contractor or Sub-Contractor under Worker's minimum 12 a e shank with a minimum 3/8"diameter head,ASTM F 1667,of a length to penetrate through Rafter t.1.7.4s 32 69 94 119 146 174 204 23S 301 372 448 530 617 709 957 oath third of depth.1/4d Q Q Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection .p.n only Hole edge ConpensaUon Acts,Disability Benefit Acts or any other Employee Benefit Acts. the roofing materials and a minimum of 3/4"Into the r•oofsheathing.Where the roof sheathing Is less than 3/4" 31. All work let under these drawings shall be guaranteed against defects In material and workmanship for a period of one(1) thick,the fasteners shall penetrate through the sheathing.Fasteners shalt comply with ASTM F 1667. Spacing in. 36 7R Jos 134 164 196 230 26a 338 4ta 132 S% 182 209 964 oaten my or aistance>s/e^ pa cy,or the Owners use of the pr•emesls *EXCEPTION:Asphalt strip shingles shall have a minimum of six fasteners er shin le where the roof Is 12 3 5 8 3 6 9 5 9 13 6 12 17 12 20 27 35 43 51 60 69 BB iW 132 156 182 209 25 3 span only year from the date of the acceptance of the Owner.Granting a Certificate of OCcu n ' 16 26 36 46 S7 68 g0 92 1 Is 146 176 208 242 279 3 37 Hole diameter shall not constitute acceptance of the work. P g 26 4 7 10 4 8 12 6 12 17 8 15 2 3 .z/sa !n one of the following tatagories(areas Wlthia 1 mile Tram the water) 3:12 20 33 45 58 71 85 200 115 147 182 220 260 303 348 421. stud Single Stud Hob ill".., 32, Contractor shall Inspect site and make all appropriate Inqulrtres to determine conditions and field Construction criteria 19.2 4 8 12 5 10 14 7 14 21 9 18 27 <3/ea a. The baslcwind speed per Flgure R3012(4)Is 110 miles per hOurOr Qreater end the gave s:u 24 40 54 69 35 1oz 1i9 i38 ]n 2i9 260 312 364 418 506 rior to submisslon of Dlds,and shalt make no additional calms r egardln site conditions thereafter• Is 20 feet or hl i/3 Joist Double stun p Q 24 5 10 ]5 6 12 18 9 17 26 12 23 34 Qhrer above grade. 28 46 63 at 99 119 139 161 206 255 308 364 424 499 590 1/4 Joist depth,M.x. 33. Contractor shall obtain all required approvals,permits,certMcates of occupancZ,Inspection approvals,etc,for work per b. The baslcwlnd speed per Flgure R301.2(4)Is 120 miles 12 3 4 6 3 5 7 4 7 10 5 9 13 32 S3 72 92 214 136 159 184 236 292 352 416 485 557 674 depth Max. U.- '' 2••MI. Plate formed from agencies having jursdlcUon thereof. per hour or greater. 16 3 5 8 3 6 9 5 9 13 6 12 17 36 60 81 104 128 1S3 179 207 26S 329 396 468 S45 627 75R Hole edge 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a 2. Asphalt shingles shall only be used on roof slopes of two units vertical In 12 units horizontal(2:12)or greater. 4:12 2"Mi t alstance>s/e- building permit from the village prior to starting any work. For roof slopes from(2:12)up to(4:12),double dnderlayment application Is required In accordance with Section 19.2 3 6 9 4 7 11 6 11 16 7 14 11 12 20 26 33 40 48 SS 63 81 99 119 141 164 188 227 R905.2.7- 16 27 35 44 54 63 74 85 108 133 IS9 188 218 250 302 1/3 Mat 35,The Geis at Contractor shall coordinate scheduling of Sub-Contractors and other Contracts and shall provide every post) 3.Asphalt shingles Stkr11 have s+EyT-sea lln stri or be lnterockla end cam 2a 4 B ]1 5 9 13 7 13 19 9 17 26 deph,h,Max 1/e Jac Dle cooperative effort to coocdlnate completion of all work The General Contractor shall Cmplete a COmprehenslve shcedule Q Q ply with ASTM D225 or D3462. 20 33 44 55 67 79 92 106 135 166 199 235 273 313 378 4.In areas where the avers 32 3 3 5 3 a 6 3 6 8 a 7 li depth,mx• of all work pertaining to all contracts and shall submit same to the Owner In an acceptable format for review well In advance of lie daily s,and I e ba i January is is degrees F(-4 degrees C),or less or when 6:12 24 40 53 66 so 9S 111 127 162 199 239 282 327 376 453 Table R301.2(1)Criteria SO designates,and Ice barrier that Consists Ot at(east two la ers of underid 16 3 4 6 3 5 7 a 7 it 5 9 la work COmmenCgRlent cemented to g polymer modified bltumin sheet Y yment 5:12 19.2 3 5 7 3 6 9 5 9 13 6 11 17 28 47 61 77 0 127 149 169 21S 232 279 329 436 501 529 36. Contractor shall coordinate Construction activities with Owner to minimize Interruptions to normal owner operations. underla gather or n aself-thee av " ,shall De used In Ileu of normal 32 S3 IO SA 107 127 I4A 169 215 265 319 376 436 S01 60S 37. The Contractor shall conduct all work In such a manner so to not impair the stuctural Integrity or stability ofae(jacent yment and extend from the eaves edge to a point at feast 24 Inside the exterior wall tine of the bldg. 24 3 6 9 4 7 11 6 11 16 7 14 21 36 60 79 99 121 143 166 190 242 299 3S8 423 491 564 68o structures,equipment,or utilities.Should damage occur as a result of the work,the Contractor shall repair or replace said 5.All metal flashing where Called for on plaits shall be aluminum. 12 3 3 4 3 3 4 3 4 6 3 5 8 22 27 32 37 43 49 55 62 76 94 112 112 IS3 17S 211 damaged Items to the sabsfaction of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs 6-Contractor shall provide gutters and leaders as required and shall connect them to the approved storm 16 3 3 5 3 4 5 3 S 8 4 7 10 16 36 43 5o S7 65 73 82 102 125 149 176 204 233 2R1 STRAP PIN G D ETA I L S associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. water drainage system as required. 7:12 20 45 53 62 72 at 92 103 127 1s6 187 220 254 291 3s1 38. The Contractor shall have a competent representative or foreman resent,who shall follow without delay all Instuctions •7•All exterior openings shall be properly flashed. Z4 3 4 5 3 a 6 3 6 9 4 B 1Z p B.All work shall bear a written one(1)year uarantee from Roofin 24 3 5 7 3 5 '8 4 8 11 5 10 15 7-ti-iz:12 24 54 64 75 86 98 110 123 153 iS7 224 263 3as 3so 42t of the Owner or his/her assistants In the prosecution and completion of the work In conformity with thls contract,and shall . 9 g Contractor from the date of the Owner s Sill Plate to Foundation Anchor Bolts hayefullauthuritytDsu acceptance. 28 62 74 87 100 114 129 144 178 218 _261 307 356 408 .491 pply labor and materials Immediately.The Contractor shall also have a competent representative avail 12 3 3 3 3 3 3 3 3 S 3 a 6 4.All roof IntersectlOnS to have fleshing to extend 8"(measured Vertical 32 71 AS 99 115 130 ta7 164 204 250 299 357 407 466 s62 able to redeye telephone messages and provide a reasonable reply as soon as posslbte,but not later than 24 hours. ly)above flat roof. Wall Stud 9:12 16 3 3 4 3 3 4 3 a 6 3 s 8 36 RO 96 112 729 147 t65 1R5 229 2A1 336 395 4SA 525 fi1z 39. The Contractor shall,at all times,provide constatn end easy access and safe and proper fadlitlte5 for the Inspection of all 10.Built up roof ls to be of 3-ply built up roof with gravel topping;Ue Into existing. 19.2 3 3 4 3 4 5 3 5 7 3 6 9 wall Stud Bottom Plate I I.New work shall tie In and lap so as to prevent leakage. parts of the work. 12.All exterior nailin shall be aluminum or N 24 3 4 5 3 4 '6 3 6 9 4 8 ]2 Anchor Bolt Anchor Bolt � 40. Before any payment will be made by the Owner,the Contractor shall deliver to the Owner any waiver or releases of any � Qa anhed, 12 3 3 3 3 3 3 3 3 4 3 3 5 TABLE R301.5 TABLE R301.7 Bottom Plate 1 I• liens arising out of hls contract for work completed as of the date of the request for paymenL The Contractor shall also deliver 13.Flashing to be provided at all roof penetrations,pipes,vents,skylights,chimneys and roof 16 3 3 3 3 3 3 3 3 5 3 4 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL Steel Strap lapped under sill plate Floor Joist . ° all manufacturers'warranties,guarantees,operational and maintenance manuals pertaining to his work:furnish evidence ventilators.Flashing to be provided at hips,ridges,valleys,changes of roofstope,gable ends and top of foun- 12:12 n >1 I a . satisfactory to the Owner that all payrolls,bills for labor, materials and equipment,and other Indebtedness connected with his cation walls. 19.2 3 3 3 3 3 a 3 4 6 3 5 7 (in pounds per square foot) MEMBERSb'a CS20 7 MIN. I , work for which the Owner or his property might In any way De responsible,have been pall or otherwise satisfied Each con 14.All skylights Installed In roof system with pitch of 3/12 or less are to be mounted on min.4"high curbs. 15.Install shims to 24 3 3 4 3 3 5 3 5 7 3 6 9 ° I• tractor shall also deliver to the Owner written guarantees in form and whose terms and extent will be established In the Provide roof pitch under sheathing and perpendicular to the roofJolsts to provide for roof agreements between each Contractor and the Owner. venting to flat roof areas USE LIVE LOAD ALLOWABLE 1- ° 41. Each Contractor shall be res onsible for cuttin 1b.AIi interior leaders are to have 1/2"foam sound inwlation over PVC 1 Exposure B STRUCTURAL MEMBER _ 5111 Plate Table 3.10 Roof Sheathing Att�aehment Requirements for Wind b DEFLECTION I I `_ • , P g,fitting and patching of his work that may be requlrrd to complete the D PInO- Loads Uninhabitable attics without storage 10 I�l . work of his contract,no Contractor shall endanger any work of any other Contractor by excavating,cutting,or otherwise ELECTRICAL NOTES $feel Strap lapped under altering any work otany other contractor,and rib Contractor shall do so without file prior written consent of the Owner. Any 1.All electrical work shall be confined to the space end location allowed for It,and shall be In strict confor- Uninhabitable attics with limited storageb° 20 Rafters having slopes greater than 3:12 with L/180 sill plate costs caused by defective or Ill-timed work shall be borne by the party responsible therefore. canna speaa 3aecn.dgust[mph) finished ceiling not attached to rafters I C52C) mance to the National Electric Code and governing municipality. i -lll 42. Contractor shall brace shore reinforce and/or untie In all strvctu g g g r es,as reyulr ed for 2.Provide separate circuits for all appliances,amperages based on manufacturer specifications. eo n - Cos Ito Its 120 Ito too tso tso - tan tss Habitable attics and attics served with fixed W 1 I c1 I M 5/8"dia.W/3"square Washer safe o eration.The Contractor Is to take all necasa and rudent stepsto shore and brace exlsti g st ucture prior to 3.Contractor Is to verify with owner,if the owner will be purchasing appliances and having them Installed b (s.e riga.e l.t3 30 Interior walls and partitions H/180 P r'Y P Ranh Fa,teAer spatiag I stairs Installation of headers for new openings. The proper end safe execution ofthls work 1s the sole responsibility of the Contractor. others prior to submitting a bid on the project y /Truss p,,,,t Int-m. a Floors L/360 43. Equipment and devices ota temporary nature required for the construction processes and protection thereof,such as SCaf 4.Contractor shall Install,as per Owners direction,an and'all Intercom,alarm thermostat,telephone and/or sheathing LontWn SDna rases sapports Uplih Load per Nail(Ibs) Balconies(exterior)and decks 40 folds,staging,platforms,unways,hoists,ladders,chutes,temporary flooring,guards,railings,shattway protectioins,etc.,for Y ' ti"I li"1 lin I Ceilings with brittle finishes(including plaster the protecUoin ofworkmen and ofthe ublic shall be rovl 5. Antenna WMng a walls prod to s ark confor All wiring shall De concealed M walls,floors,or Ceder S. Fire escapes 40 L/360 p p tied,erected,and malntalned In accordance with the redly emn ing 5.All wiring shall lu copper and all work Conform with NEC and Nl'Bfll and shall be board of Flre Underwriters fi 1z 17 ,9 21 z3 zs z8 30 3s 4, 47 s3 60 67 7& and stucco) of the New York State Building ConStruetlon Code,and all other laws, ales,or ordlnaceS of all Governmental Agencies havinQ approved end Include the tolloWlnQ: - 6 6 9 30 11 12 13 14 fs 18 2, 24 27 30 34 39 Guards andhandrailsd 20011 Ridge - Structural Ridge Rafter to Stud jurisdi tion.Contractorshatlprovide,erect,maintain those Itemsr•equiredforuse,obtainingallnecessarypertNtr,Inspections a)all wiring for new switches,outlets,fixtures,re-d dicate necessary to allow for all new work,all rewiring of i2 4 4 6 7 7 e 9 9 to a 14 16 Ie zo z3 z6 Ceilings with exible finishes(including and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise existing fixtures and labefing of dreult breakers to Indicate c(rcutt use. 3 3 5 S 6 6 7 7 a 9 W 12 14 is 17 20 Guard in-fill componentsf 50h gypsum L1240 stipulated. D)fUrntsh NfBU Certificate at completion otwork. Carbon monoxide R314&R315 a a board 44. t timefors shall make timely rectioslons to the Owner of on,and for Items as set forth ss as to allow reasonable and ade• 6-Furnish and Install single station smoke detecting(alarm device in compNance with Sec._ W NYS Building 6 12 23 IS 28 it 34 37 40 47 54 61 70 79 lt9 704 BF/dA s a1n4P `^��a1MP � uate tlnle for review, osslbte correCtloth Code and shall be provided outside each separate steeping area,In each sleeping space end on each floor level. 6 6 u t3 l4 ,6 v 19 zo 24 27 3, 3s 40 4s s2 Passengervehiclegarages SO ) 16 4 . e 9 10 fo 11 ,z ,a ,6 fe zf 24 n 30 3s �� 6v 4 p ,possible resrrbmlSslon,and for approve)ofwbrTNSslons without deleyln the 3 l 8 7 7 a 9 9 f0 12 ,4 21 1a 20 23 26 Rooms other than sleeping rooms 40 All other structural members L/240 » a progress of the entire project or any phase of the project 2 Min. ')2 Min. 7.Contractor shall'verity with the owner,location and quantity of lighting fixtures,switches,ouUets,etc.prior interior Zone 6 12 27 30 33 37 40 44 49 S6 6s 74 84 9s ,07 11s Exterior walls-wind loads'with plaster or to providing a bid on the project 6 6 14 IS 17 19 20 22 24 28 33 37 az 48 54 63 Sleeping rooms 30 H/360 •0 8-Provide a minimum of one outlet In a hallway that exceeds T-0"In length. 19.z stucco finish These plans are designed in accordance with the American Forest& Paper -9.Provideoneoutlet,neach,oemaminlmumof6'-0"fl•omtheentrancetothatroom. 4 6 9 ]0 11 12 14 15 16 79 22 25 28 32 36 42 3 3 7 9 9 9 10 11 12 ,4 17 19 21 24 27 32 Stairs 40= a CS20 O O Association Wood Frame Construction Manual for one and two-famil dwellin s ' „ erybathroom 6 12 34 37 47 06 50 55 59 70 81 93 105 119 133 156 _ EXterlOr Wal1S-Wind IOads with other brittle (`,820 0 -10.Provide a minlmum Of one GFl outlet Wlthln 3-0 of arty sink and a minlmum of one In eV H/240 y g unless otherwise spedfled. 24 6 6 17 19 21 23 25 2A 30 3S 41 47 S3 60 67 78 finishes o 1 4 12 13 14 16 17 19 20 24 27 31 35 40 4S 52 TABLE R4G2.2 2018 Edition - prescriptive method 11.Contractor must verify with his licensed electrician If an upgrade of electrical service Is required for this 3 3 9 10 11 12 13 14 fs is 21 24 27 30 34 39 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind Ioadsa with flexible t a ra - project prior to submitting a bid. 6 12 32 35 39 43 41 51 56 66 7b 87 99 112 125 147 CONCRETE finishes H/120` LSU These plans comply with all of the requirements of the following: 12.Contractor to verify locations of masts,meters,sub-panels,etc for relocation as required for the project. Contractor must also notify the Architect of locations If not shown on plans. 12 e •2020 N.Y.S.Building Code •2020 N.Y.S. Mechanical Code PLUMBING NOTES 6 6 16 18 20 22 24 16 26 33 39 44 SO Sfi G3 74 4 4 11 tz 13 is Ifi v 19 zz z6 29 33 3R 4z 49 - MINIMUM SPECIFIED Lintels supporting masonry veneer walls L/600 3 3 8 9 to n 12 13 14 17 19 2z 25 26 32 37 •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code 6 12 42 47 52 57 63 fill 74 87 101 116 132 149 167 191, COMPRESSIVE STRENGTH° . _ 1.All plumbing work shalt be In strict conformance with all state and local codes- - 16 6 6 21 24 26 29 3z 34 37 44 51 58 66 75 94 qA TYPE OR LOCATION OF CONCRETE (rip) MTS30 •2020 N.Y.S.Existln Buildin Code •2020 N.Y.S. Pro 2.Hot water heater shalt have a maximum temperature sett,n 3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specifications. 4 4 l4 16 IS 19 21 z3 25 z9 34 39 44 so w fib CONSTRUCTION • All roofs, ceilings, floors desig fie •2020 N.Y.S.Energy Corse ation Code •2020 NFPA 70 National Electric Code de 4.Provide Insulation on all new piping as required by code. got 140 degrees F. Perimeter Edge Zone 3 3 11 12 13 IS 16 17 19 22 26 29 33 38 42 44 Weathering Potential° - - 6 12 50 56 62 68 75 82 89 105 121 139 159 179 2W 215 ' 19 2 6 6 15 28 3] 34 3A 41 4S S3 61 70 79 90 too I1a Negligible Moderate Severe For dead load of 10 P.S.F. 5.Remove and relocate all exlstln I In as re uired to assure the ro . 9 p p 9 q p per execution of the work •2020 N.Y.S.Fire Code •2020 Uniform Code Supplement 6.Below grade waste Rn4s shall be XtiCl piping. 4 4 17 19 21 23 25 28 30 35 41 47 53 60 67 79 Basement walls,foundations and 3 3 13 14 16 17 19 21 23 27 31 35 40 45 so 59 7.Potable lines shall De type"L"copper. 6 12 63 70 78 85 94 102 III III 152 174 198 223 250 '94 other concrete not exposed to the Z500 2,500 2,500° •2020 N.Y.S.P111mbing Code •2020 Supplement to the N.Y.S.Energy 8.All gas or oil piping required shall be performed by the plumbing contractor. 24 6 6 32 35 39 43 47 51 56 66 76 87 99 112 125 I47 weather Conservation Constuction Code 9.Sanitary disposal system shalt be County Department of Health Services approved for design and 4 4 21 24 26 29 32 34 37 44 51 59 6fi IS 84 9A 3 3 16 1R 20 22 24 26 2a 4 38 44 50 56 63 74 Basement slabs and interior slabs Column Ca Floor to Floor Connection nstallationTheownerssurveyorshallberesponsiblefordesignandlocationsofthesefacilitiesaswellas 2,500 2,500 2,500° torsi:)pound per square inch-6.995kPa. P Corner Holdown r obtaining all permits or 10 Contractor shall provide hot water baseboard heat throughout at perimeter walls unless otherwise noted Fastener 5padng on grade,except garage floor slabs Uplift Load per Nail(Ibs) Gable Endwall Rake or Iin.J a.Strength at 26 days psi. LENGTH Basement walls,foundation walls, GENERAL NOTES 11.Water main must be 7'-0"awa from the Sanita die osal Rake Trus3 With up t0 9" 6 2R 31 35 3A 42 46 s0 59 GA 7A 88 IW 112 131 exterior walls and other vertical b.See Table R307.2(1)for weathering potential. ; ,"ICU EN0 Y ry p system and 4'-0"deep. Rake Overhang 4 19 21 23 2t, 28 3 t 33 3v 45 52 59 67 75 88 Z500 3,000d 3,000d c-Concrete In these locations that is subject to freezing and thawing during I . 4D LEN.. 12.In bearing walls or partiUons,no stud Is to be cut more than 1/3 Its depth to receive piping,duct or etectri- concrete construction shall be air-entrained concrete In accordance with Footnote d. I e 12 1. The mechanical system shall be installed in accordance with chapters 12-24 of the 3 la 16 16 1'7 21 2J 2S 30 34 J9 44 50 Sb 66 Cat work. work exposed to the weather d.Concrete shall be airentrained Total air content(percent by volume of . Residential Code Of New York State. concrete)shall be not less than 5 percent or more than 7 percent. O _ 2. The plumbing system shall be installed in accordance with chapters 25-33 of the 13.All water service and distribution pipe and fittings to be Copper alloy. Porches,Carport slabs and steps e.See Section R402.2 for maximum cementitlous materials content. 0 9 4f CLEAR Residential Code of New York State. Table 3.11 Wall Sheathing and Cladding Attachment ��fr1lOSut'�i B d n �` o SPAN 3. The electrical equipmentand wiring shall be installed in accordance with chapters 14.All drain,waste and vent piping and fittings to be PVC-DWV M exposed to the weather,and garage 3,500• f.For garage floors with a steel-troweled finish,reduction of the total air content Re uirements for Wind Loads 2,500 3,000d,e,t e,t (percent b volume of concrete to not Tess than 3 34-41 of the Residential Code of New York State. q i floor Y ) percent is permMed if the slabs specified compressive strength of the concrete is increased to not less than o 4. Exterior windows and glass doors shall be installed In accordance with Section R609. Wind Speed 4,000 psi. BCS All glazing shall comply With section R308. 3-second gust t ; p 5. In aft frame walls,floors and roof/ceilings comprising elements ofthe building thermal (mph) 90 95 100 10S 110 11S 120 130 140 150 160 170 180 195 TABLE R301.2(1) \ < LENGTH envelope,a moisture vapor retarder shall be installed on the warm in winter side of the See Fi ure 1.1 CLIMATIC AND GEOGRAPHIC DESIGN r• r.- CS20 12 Insulation in accordance with section R398. r B. Wall and ceiling finishes shall have a flame spread classification of not greater than 200 STRUCTURAL SHEATHING CRITERIA ,o- ' r with a smoked developed index of not greater than 450 In 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 R302.9 WiND DESIGN SUBJECTTO DAMAGE FROM Column Base 7. Insulation shall have a flames read index of not reaer than 25 with a smoke develo ed Stud Spacing � z, GROUND SEISMIC WINTER ICE BARRIER RIR MEAN P 9 p Sheathing Location Maximum Nail Spacing for 8d Common Nails or 10d Box Nails(inches,o.c.) Frost FLOOD SHEATHING index of not greater than 450 in accordance with section of the R302.10 (inches,o.c.) SNOW Speeds Topographk Speenalwtnd Wind bone DES10N DESIGN IINDERLAYMENT FREEZING ANNUAL SIDING 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} efiectsk region) debris zone'"CATEGORYr Weathering° Ilne Temilte° TEMP' REQUIREDh HAZARDSe INDEX' TEMPI 8. Interior wall covering shall be in accordance With section R702 and exterior wall pED depthh FLASHING FOR covering shall be In accordance with Section R703. �•��iR AROt. SHEET'TITL E interior Zone 16 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 ABA WATERTIGHTNESS t 9. Asphalt shingles shall be installed in accordance With section R905.2 ® N$,S 'P/ 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 lb 130 Yes NO B Severe 36" M to H 150 Yes 150 450 DECKING 'ems �iK Cy �' 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 1 6 12 6 12 6 12 6 12 MANUALJ DESIGN CRITERIA" or a: ° ° .�� _ ^.aj' Gl�(70O`�7�iT�l�l 1E Perimeter Edge Zone 16 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 6 ' C+ ly indoor APPROVED JOIST HANGERS rc'�, � Heating t. .: 24 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 6 6 Winter Summer Altitude Desr r MIN. 7r�,•".- 9n 2z LEDGER WITH FASTENERS ;t, •f,� Z Elevation Latitude design temperature .. IN ACCORDANCE WITH TABLE R507.2 heating cooling correction factor temperature coolin 7;:. BOARD SHEATHING or LAP SIDING teiTl)lerature g difference .' .r t' KENNETH SCHULAL&N :t' HOLD-DOWN bEVICE MIN 750 L8.CAPACITY Sheathin Size Rafter/Truss Spacing _,4 :=. : FLOOR JOISTS AT4 LOCATIONS,EVENLY DISTRIBUTED , g Minimum Number of lid Common Nails or 10d Box Nails '.,,s?�1 ALONG DECK AND ONE WITHIN 24'OF EACH N�n.�ce4 �ATEt (inches,O.C.) - END OF THE LEDGER.HOLD-DOWN DEVICES "�' 026531 ARCHITECT,P.C. Per Support Cooling Wind Wind Velocity Coincident Daily Wmti'f Summer ., . SHALL FULLY ENGAGE DECK JOIST PER "•"d•, 209 LYN N AVEN'LTE SCALE: temperature difference velocity heabag cooling wet bulb range hurnfility humidity HOLD DOwN MANUFACTURER. E.NORTHPORT,N.Y.11731 ]x6 or lx8 Sheathing 12-24 2 z z 2 2 z z z z z z z z z Typical DTr1Z Deck-to-House BYt A FULLY THREADED sA'DIAMETER LAG TEL. FAS.tB37J.�BS-2388 .J09 SHE T NO, 1x10 Or Lay er Sheathin 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Lateral Load Connection SCREW ER OF LLED LAMIN.3'PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER. Cm T cL A ie, N r-- F- E5 LIV I �lca fZM, . 2 Y. �,c.�._ 1.V-=,o cy e e o P. I or N v _ X `g D N K ly- yK !�•c,ca, Q N t. 'L 2 X Co c.-T• ' I fi 1 X12. X 2X&R,R.-1(v` o•G. K15T--HciV=SE, (2�ZX to �.�.Q. . s --r 14.7 I— — — — -I - m PE��GPST C-0 u cz)vmR PoR�I-} N cD u L O o Q- t 9000 Sc- t1TH I� F-, r� ct,oS-5 (,tD, _SITE t AP RD ED AS NOTE DATE:LS S SU GU u FEE CDICI T" �. � �,�T I o N %9 = ► '_o `' I � II 1 i1 NOTIF BUILDING DEPARTMENTAT 631-765-1802 UAM TO 4P FOLLOWING INSPECTION FOR THE 1. FOUNDATION-TWO REQUIRED FOR POURED`CNCRrTE 2. ROI_ICH-FRAMING& PLUMBING ELECTRICAL . 3. INSULATION Z I AA�ISPECTIOE�! RE(�UIrIEC? 4. FINAL-CONSTRUCTION MUST Z. �• � �I bc�>� (�. �,�(l'-I I1 f�(L p��� ST R A P�f t`•IG� BE COMPLETE FOR C.O. A ALL CONSTRUCTION POST bD(.�1 Vl f3a7'�{ I;: �{,pr,�- RUCTION SHALL MEET THE —" — REQUIREMENTS OF THE CODES OF NEW L l� 5 � � PORK STATE. NOT RESPONSIBLE FOR pS LT S I U L�s, I G. (-� 1✓ 'a� DESIGN OR CONSTRUCTON ERROR IGl'� S�{I L b� I S-9 F"�(,T+ I/Z"c.. b.�c. S All exterior lighting 12 f Z` installed,replaced or 10 t3��bRa o r1 COMPLY WITH ALL CODES OF repaired shall Conform z NEW YORK STATE&TOWN CODES to Chapter 172 x co �.-�-. - ( c�+'o.�, k.1 j v t t�Y L � AS REQUIRED AND of the TQ r n Code CONDITIONS OF t2)z Xa I SOUTHOLD TO ZBA f 4 U-t?,F-I ct-,HFSE T I ms �-' AU,1, F . R. T o I i SOUTHOLD ,%PLANNING BOARD M P o S R e-OH I•A r c-T l o N s SOUTHO TOWN TRUSTEES J L - U is P\r�r,-=n JAI y Krl m�I.�A(.�.. . N,YS,D:C i`H`j 1. SO ,iOLD HPC A o.1,. Nb5 X �-�j P r 4 z P.s 1= SC D * $ $ co . J , _ i�` OCCUPANCY OR i����,���� -rites AT AFL F� _ USE 1 UNLAWFUL ' moo KGP��,� �.01�1���rla�►s = . WITHOUT CERTIFI U RAOE - - ca f 0 i 1 I I (z) zY- to j�.G.C'�•.. KIP-n�R w HIEP.o�f" ' so�T�r� Wl '(z'� 2yu OF OCCUPANCY I I I I � —�. I L. �..� 94EET TITLE PLANS MO.EGT NAME --•- �` C• G i I r I\A� T I �J I �t - I - b - ^:, w ' , '> SAS SOv"C�ERN C.�OSS R�� GVTG{�oC�JV ICENNETH SCHULMA,N U ARCHITECT.P.C. DATES 209 LYN AVENL7E SGALE: N c-fE.D E. NORTHPORT, N.Y. 11731 TEL. /FAX.1831)368-2388 B1'$ K S IN JOB NO. 2y 13 sI T too. Table 3.1 Nailin Schedule Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and TABLE R301.2.1.2 R301.2.1.2 Protection of openings. g_ _ Expose re B Exception:Wood structural panels with a GENERAL NOTES CONCRETE&FOUNDATION NOTE$ ---- Shear Connection Requirements WINDBORNE DEBRIS PROTECTION Exterior glazing in buildings located in thickness of not less'than 7/16 inch (11 1• These notes shall apply to the General Contractor,each Sub-contractor and the Owners own forces.Each Contractor shall 1.All footings shall bear on virgin soil having a minimum bearing capacity of. (1)ton per square foot All Number of Number of (Prescriptive Alternative to Table 3.4) FASTENING SCHEDULE FOR WOOD windbome debris regions shall be protected mm)and a span of not more than 8 feet dinate h s(work with he work ototherlContractorsalltrades end parts of the work Eadi1 Contractor shall cooperate and cd3or xterior footings shall be a minimum of 3'-0"below grade unless noted otherwise In plans. Joint Description Common Nails Boz Nails Nail Spacing _ STRUCTURAL PANELS',b,`,d from windbome debris. Glazed o enin 2438 min shall be 2. The Contractor's and Owner's agreement to enter Into the work shall suffice es their acce tance to the terms s ectfled 2•All existing fill,roots,and other unsuitable bearing material shall be removed and footings carried to the p g ( ) permitted for P P bottom of such excavation.Contractor to verify assumed soli bearing capacity and assume,full r esponslblllty for ROOF FRAMING wind speed herein,and shall be Incorporated Into any end all agreements between the Owner artd the Contractor. same.Contractor to notlry Architect of any soil variation or condttlon adverse 3-second gust(mph) 90 9s too 105 310 its lit i30 140 is0 160 270 180 195 FASTENER SPACING protection for windborne debris shall meet opening protection. Panels shall be 3, Nothing on this drawing shall be construed as modifying In any way the Contract between the Owner and Contractor or the ly affecting assumed bearing capacity prior to the ourin of an footln s Rafter to Top Plate [Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter q g p Contractor and Sub•{ontractors. P g y g See Fl ere i.i finch b the re uirements of the Lar a Missile Test recut and attached to the framing 3.Minimum compressive strength of concrete at 28 days to be as follows: Concrete to have 5%to 7% Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist of ASTM E1996 and ASTM E1886 as surroundin the 0 enin containin the 4. Each Contractor shall comply with the requirements of the New York State Uniform Fire Prevention and Building Code,New a)footings,piers,foundation walls:rca 3,000 psi stone concrete Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap wall FASTENER TYPE Panel 4 feet< 6 feet< g p g g York State Eno Conservation Code g g j air entrainment er R402.2 Rafter/Ceiling Joist Number of 8d Common Nails or 10d Box Nails(Toenailed) rgY ,Federal OSHA,and all of the Local Governmental A ender havtn urisdlctlon Insofar as b)slab on ground:rc�,500 psi concrete Garage slab=3,500 P.s.i. . p Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Height t 2,1,. s an< anel s an P mcdified 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-3,000 psi stone concrete . Spacing(in.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection p - P P panels an 5. The Architect shall not be res nsible for the erformance of the General Contractor or an Sub-Contracto nor shall he 4.Anti-h dro shall be added If Collar Tie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie (ft•) 4 feet <-6 feet s 8 feet door glazed opening protection for shall be predrilled as required for the p° D Y Y pouring takes place at 32 degrees F or less: guarantee the performance of their contracts. 5.The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the founda- Blocking to Rafter(Toe-nailed) 2-8d 2-lOd each end a 2 2 2 2 2 2 2 2 3 3 3 3 3 3 windbome debris shall meet the anchors a method and shall be secured 6. All existing equipment,utilities,structuresi,and other Items Interfering with the Installation of the roposed equipment and tion with anchor bolts spaced a maximum or No.Swood-screw-based g P 39" on center.Anchor bolts shall also be located within 12" from 1z re uirements of an a roved im act- with the attachment hardware rovided. structureas shall be removed and replaced and shall be subject to approval of the Owner.The Contractor shall determine and/or the ends of each plate section.Bolts shall be at least 5/8"In diameter and shall extend a minimum of 7"Into Rim Board to Rafter(End-nailed) 2-16d ' 3-16d each end l0 2 2 2 2 2 2 2 2 3 3 3 3 3 3 anchor with 2-inch embedment 16 .10 8 q PP p p WALL FRAMING 16 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 verify the actual location of any and all utilities,process piping and related Items prior to the commencement of work.All costs masonry or concrete•There shall be a minlmum of(2)bolts In any one sill. t 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 length resisting standard or ANSI/DASMA 115. Attachments shall be designed to resist Incurred shall be the reponsibllity of he Contractor unless otherwise agreed upon by the Owner. 6-Perform required alteration to existing concrete.New work Installed adjacent to and connecting with pres- Top Plate to Top Plate (Face nailed) 2.16d 2-16d per foot the eom onent and claddin T. All dimensions and locations as Indicated on the drawings shall be considered correct,but shall be understood that they are ent work shall match existing Joints between new and existing work shall be trowled smooth and even. 8 3 3 3 3 3 3 4 4 5 5 5 5 5 5 No.l O wood screw-based p g IoadS subject to modifications as may be necessary or desirable at the time of Installatlon to met unforseen or other condfi ions. Provide ex nslon olnts. Top Plates d Intersections (Face-nailed) 2-16d 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 DRAWINGS•Written dimensions supersede scaled dimensions and are subject to revisions as per actual field con 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 Z4"o.c. len h dltions.The Contractor shall verify all dimensions and conditions herein shown and all dscrepancies are to be brought to the Codes. Copper Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 9t Table R301.2(2) or ASCE 7, with the Architect's attention before commencing with the work. 8-Provide continuous tertnite shield with all joints sealed along perimeter walls and shielded termite Table 3.5A Top and Bottom Plate to Stud Lateral Connections v Vji-inch lag-screw-based permanent corrosion-resistant 9. If In the course of construction a condition exists which disagrees with that as Indicated on these plane,the Contractor shall colors at plumbing pipes I;n crawispaces unless otherwise noted. Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud Exposure B stop all work and notify he Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow this 9.Footings at different levels shall be stepped so that the clear distance between a g for Wlnd Loads anchor with 2 inch embedment 16 16 16 attachment hardware provided and descent bottom ed es shall Bottom Plate to Floor Dist,Band Dist End'oist 2-16d''1 2-16d''2 procedure and continue with the work,he shall assume all responsibility and liability arising therefrom. not exceed a slope of one vertical to two horizontal. j j / per foot (Prescriptive Alternative to Table 3.5) length anchors permanently installed on the 10. The Architect shall not be responsible tor,nor have control or charge of conAructlon means,methods,sequences,or pro 10.Backflll shall not be placed against foundation wais until the concrete Is of sufficient strength and until the or Blocking (Face-nailed) cedures,or for safety precautions and programs.Contractor shall be reponslbie for adequately bracing and protection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. For SI:1 inch=25.4 mm,1 foot=304.8 n,m,t pound=4.448 N,1 building.Attachment in accordance with work durn construction a Itrst Hama a breaks a collapse,dtstortlon end misalt nment ectordln to applicable codes. 11.Concrete Foundations shall be poured continuously.ff pour IS Interrupted a vertical key shall be provldetL Win 5 eed 9 , 9 9 FLOOR FRAMING � mAe perhour=0 447 m/s 9 � 9 ' Table R301.2.1.2 is permitted for 11.The Contractor shall check and verity location of any existing overhead or underground electrical or other hazardous uull Horizontal Joints are not permitted. 3-second gust(mph) 90 9S 100 105 110 its 120 130 140 ISO 160 170 180 19S Joist to Sill, Top Plate or Girder (Tce-nailed) 4-8d 4-10d per joist a.This table a based on 160 mph uRimate design wind buildin s with a mean roof het het of 45 LY lines and to arrange for their safe relocation- 12.Contractor shall verify dimensions end locations ofslots,pipe sleeves,Inserts,anchor bolts,electric con- (See Figure 1.1) speeds,V s,and a 45-foot mean roof height. g g 12. The Contractor shall be resporlslbfe for tam C, es, g ducts,etc as required for trades before placing concrete. Bridging to Joist (Toe-nailed) 2-8d 2-10d each end Stud b.Fasteners shall be installed at opposing ends of the wood feet (13 728 mm) or less where the up as agreed upon between the Owner and the Contracto Upon completi of o work,Contractor hallbroom c can all a fected 13.Concrete:work Included; Blocking to Joist(Toe nailed] 2 8d 2-16d each end structural panel.Fasteners shall be located not less than 1 areas and cart awa all debris. a)ail footin s,foundations ste rms,etc.,as er drawin 1 ultimate design wind speed, Vuh, is 180 Y 9 psi.DiatfO P gs. Blocking t i Sill or Top Plate ailed) fled) 3-16d 4-16d each block Spacing Walt Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf) inch from the edge of the panel. 13. Contractors or Sub-Contractors whose work and installations require sleeves,hanger Inserts,bolts,anchors,etc.,to be b)all concrete slabs. ledger Strip to Beam[Face-nailed) 3 16d 4-16d each joist (in•) c.Anchors shall penetrate through the exterior wall covering mph(290 kph)or less, built Into the work of other Contractors,shall Install or provide these Items to the appropriate Contractor who wilt set these to c)all other work as required by drawings. Joist on Ledger to Beam(Toe-nailed) 3-8d 3 lOd per Dist with an embedment length 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. 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 budding frame Fasteners shall be located not less than 21/z Band Joist to Joist(End-nailed) 3-16d 4-16d per joist toordlnated sufidently 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; 1 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 inches from the edge of concrete block a concrete. they will meet the correct physical elevations of floors at each level.They shall be secured Into the framework for concrete so a)all surfaces to be damp proofed shall be dry,clean,smooth,free of dust,di voids and cracks and shard Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per foot rt, 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 d.Panels anached to masonry or masonry/stucco shaft 1>e a5 to rrafntaln their proper location and g p 9 ro position duMn the ladn of concrete and removal ottormwork. D jectl°rts- ROOF SHEATHING 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 attached using vibration-resistant anchors having an 14. The Contractor shall conduct ail work to preclude the effects ofweather on completed work,or work In progress.The b)allow 24 hours prior to backfilling. hdtimate withdrawal capacity of not less than 1.500 pounds. Contractor shall assume all responsibility and expense of temporary enclosures where necessary.Dust partitions are to be t)apply mastic emulslon only when temperature s 40 degrees F and rising and In dry weather. Wood Structural Panels 8d 10d (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 Celotex Trowel Mastic or approved equal on all foundation walls below grade at basement and crawl Diagonal Board Sheathing 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 NOTE• 15. Each Contractor shall be reponsible for ail loss or damage arising from the action of the elements such as water,heat,wind spaces. i"x6"or 1"x8" 2 8d 2 lOd per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 or other unforseen diAlculties which may be encountered In performing the work to be done under his contract In the event e)mastic shall be applied at the rate of 1/8"thick wet. ALL STRAPPN(3 TO 8E 1 V4'x20 GAUGE STE13 OR of arty suspension of work,each Contractor or Sub-Contractor shall rotect his work and materials against dame e.An work CARPENTRY NOTES 1"x10"or wider 3 8d 3 lOd per support a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 'S1vPSON'EQWALENT-CS20(COL®STRAP] P 9 y or materials that have been tletnaged or destroyed because of falture of any Contractor orSub-Contractor to protect his CEILING SHEATHING 30 2 2 2 2 2 2 2 2 2 2 2 2 2 3 (ALL STRAPPNG SHALL eE NSTAI I ED PRIOR TO*EATHW3.) work or materials shall be promptly removed and replaced by the Contractor. 1.Insulation shall be flberglass batts-foil one side,unless otherwise noted,thickness as shown on drawings. 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 TYR PROVDE RAFTER TO 16. Any materials or workmanship found at the time to be defective shall be remedied at once,regardless of previous Inspec Staple pads on foil OVER framing. Gypsum Wallboard Sd coolers Sd coolers 7"edge/SO"field KNG ATTAC%f T WHEN lion.The inspection ofthe work Is Intended to aid 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 ALJC�OR RAFTERS specificatio p pal ny ga " " WALL SHEATHING ris,but such Ins action shall not o rate to release the Contractor from a of his contractual obll tlorrs. 3.Provide cats at all exterior and bearing walls and all watts over 8 feet high.All stud framing having en 16 2 2 2 2• 2 2 2 2 2 2 3 3 3 4 KNW TO PLATES TYP.PROVIDE RAFTER TO 17. All new materials and Installations shall be In accordance with manufacturers latest printed spedflcations and with code . unsupported height of more than 10'-O" Is to have stud bridging or otherwise be braced In an approved man- CRIPPLE CONVECTION H-2 A requirements. ner at intervals not exceeding 8'-0". St tru iberb Panels 8d SOd (see Table 3.11) 18 2 2 2 2 2 2 2 2 2 3 3 3 4 a gs,and the best of their respective kinds.No substitution shalt be made 4.All floors designed to withstand a combined live toad and dead load of 50*per sq.ft for living areas and 403t Structural Fiberboard Panels OR C-QUAL OR STRAP 18. All materials shall be new,es called for In the drawln 1/2" 11 ga.gale. roofing nail . 3"edge/6"field 20 2 2 2 2 2 2 2 2 2 3 3 3 4 S DETAL 0 LET by the Contractor without the prior written approval of the Architect-For portlons of the v�rk not shown In detail but which per sq.ft for all other areas. are shown generally or for reasonable Inference as bein required fora ro er and comp ete Installation,the material, 5.Design Umber stress-Fb a 850,E 1,600,000 psi,Douglas Flr Larch No.2. (0.120"xl-1/2"long x 7/16"bead) 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 r 9 D P NAILING&STRAPPING AT methods,and workmanshf stall conform as a minimum to the 6.Provide cross brid In ' 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 P ' ' g g or solid blocking @ 8-0 oc maximum floors and ceilings. 25/32" li ga.galy. roofing nail - 3"edge/6"field 12 typical or representative detail throughout the corresponding parts of the building. 7.Studs,sills,posts,beams and Josts shall be construction grade Douglas Flr No.2 appearance. 2 2 2 2 2 2 2 2 2 3 3 4 4 S A EXTERIOR W_INDOW/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 materials 8.Studs are to be doubled at the sides of o g partitions.All headers 5'-0" (0.120"xl-3/4"long x 3/8"head) 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 S �Fall ALL N3r gym+A�tsv ALMOS rejected shalt be Immediately removed from the work and not again offered for Inspection, and over to have a minimum ofa double jack stud on both sides of open ng.rin 20. All work shall be executed In a workmanlike manner and all mechanics shall be skilled In their trade. 9.Joists su Gypsum Wallboard 5d coolers 5d coolers 7"edge/30"field 16 2 2 2 2 2 2 2 3 3. 3 4 4 5_ 6 A pporttng�parallel partitions,spaced apart to permit the passage of piping or duct work,are to be Hardboard $d 8d NAILING SCHEDULE'B':mw m%e catsraucllat wmm 21. No note or detail or lack thereofshall be construed as relieving the Contractor from execution ofall work In accordance blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. (see Table 3.11) 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 D per,a1e•Io FE7AJ XM Fat N,m„eraa43s with all state and local codes. 10.Where joist hangers and other steel frame carriers are Indicated,contractor to provide and utilize the Particleboard Panes 8d 8d (see manufacturer) 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 ,�,a�„ 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 Rough A a c D E F 23. The Architect has not been retained on this project for bidding and/or the negotiation and administration of the Contracts appropriate shear and withdraw!capacity of the fasteners. Diagonal Board Sheathing oae� for constrvctlon of this project 11.Provide Flrestopping a*1 required In compliance with part R602.8 of HYCRR. 1"x6"or 1"ic8" 2-8d 2-10d per support Table 3.6 Ridge Connection Requirements for Wind c.■ B z-0• 2 a 2x4 1 1 1 1 24. No request from any party for Information regarding clarMcation,amplification or explanationof the drawings or notation, 12.Do all cutting and patching for all trades.In bearing wais or partitions,no stud is to be cut more than 1/3 of Expo sty re B C E 4'-0' 4 n 20 2 2 2 2 or request for permission to vary or deviate from the requlrements 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 Sd 3 lOd per support (Dead Load Assumptions: Roof Assembly DL=10 psf) sue- a m a4•a bd - 3 3 a 3 Architect,unless they are set forth In writing and addressed to the Owner.if the Owner refers these requests to the Architect, 13.Provide double jolsts under all posts,partitions parallel to joists and around all openings.Provide double FLOOR SHEATHING Ill a ra 2x4 0°2xa 3 3 3 3 the Architect will,with reasonable promptness,consider the matter and respond In writing to he Owner for transmittal to the framing around skylights.Double all beams or joists under bathtubs and heavy appliances. Wood Structural Panels Wind Speed party concerned The Architect does no nor will not,assume any responsiblei with r and to the above mentioned types of "• " ty e9 14 Contractor to rovide"Sim on hurricane dips on all rafter to stud cnnections&on all stud to box 10'-0' b m 2xa 4 4 a 4 D psi 3-second gun 1"rohl 90 95 itp 105 110 Its 120 t30 la0 1st 160 170 190 19s Inquiry unless above procedure Is followed. beam connections. g / (see Figure 1.1) 17-M a rD 2xe s s s s 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 property flashed. 1"dx less Sd 16d 6"ed a 12"field Notatlorhe; own forces,nor shall he guarantee the performance of their contracts.The obligation of the Contractor shall not extend to the 16.New work shall tie In anti tap Into existing so as to prevent leakage. greater than 1" lOd 16d 6"edge/12"field Root span ty act,his agents or em Dia trial Board Sheathin Root PKch hJ JA F A NAe@t of W43 Ar GRCH F30 of 31R�PFHQS Ifabfll of the Archtt ployees. g p p s,pipes,vents,skylights,chimneys,and roof ventilators g g (h) Required Capacity of Ridge Connection(plf) 17.Ftashln to be rovided at ell floor enetration a.NAatt31 aF su srtna e241te RAr dx1Es Nor AI�Lr ro otloRat 26. Items shown on plans but not speclticetly stated In the speclflrations and/or vice versa shall be considered to be Included Flashing to be provided at hips,ridges,valleys,changes of roof slopes,gable ends and top of foundation walls. 1"x6"or wid 2$d 2-10d per support 12 28 39 51 64 77 91 105 136 169 205 243 284 327 397 C.Na�H OF FILL 1mHr HIM snDS AT EACH SOE OF F-AM In the contract " 1"x10"Of wider 3 Sd 3 1Dd per support 16 37 52 68 85 203 121 141 182 226 274 32S 379 436 529 0.1er436H aF ao Ness e.D34A113 THROM ADJAaW Rn6 S't0 r0@O 27. Items not specifically called for by manufacturer number or grade specificatio shall be furnished In the most economical otl roof Intersections to have flashing to extend 8 In each direction-All flashing to be aluminum unless noted rts' otherwise.All rafters to Ilne up dflrectly over studs. OF WAM AT EACH WE model, rade or manner of Installation. 18.Install shims to provide floor pitch under sheathing and perpendicular to the roof joists to provide for roof u 46 6S ss 106 129 152 176 227 2a2 3a2 406 473 545 661 9 3:12 24 56 78 102 128 1S4 192 211 272 339 410 497 568 654 793 E_NAeat OF•�snDS AT EACH 90 eF JEAIM(A99t►E ootsPlEra6t4 28. Each Contractor shall carry Worker's Compensation Insurance In the amounts prescribed by law,and(lability,bodily Injury, venting in Table 3.9A Rafter/Ceiling Joist(Heel Joint Connection Requirements 28 65 91 119 149 180 212 246 318 395 479 568 663 763 925 F.NJ%M of Im NAts eo-wa®nflicum AwAaW•MOH antra 1b automobile and other Insurance In the amounts and periods satisfactory to the Owner.The Architect shall be listed as addition flat roof areas. JACKS AM KN(iS AS 130 s1t9t Ar Ella 5bE Does r40T AFPLr ro DoolLq al names Insured. (Prescriptive Alternative to Table 3.9) 32 74 105 137 170 206 243 281 363 452 547 649 759 973 1057 19.Ait Interior leaders are t0 have 1/2"t08m sound Insulation. - "YM TYR OETAL o LETT 29, The Contractor,Its agents,servants and employees shall Indemnify and hold harmless the Owner and the Architect and 20.All Interior doors to be 1-3/8"hollow core tauan.veneered with approximate hardware.Contractor shall 118 154 192 231 273 3t6 113 139 168 199 231 266 321 their Agents and Employees from and against all claims,damages,losses and expenses Including Attorney's fees arising out of stipulate an allowance for ail lock sets Roof live load Ground snow load 12 26 35 a5 ss 65 77 88 113 t39 168 199 231 266 3z1 or resulting from the performance of the work. 20 psi 30 pat SO psf 70 psf 16 35 47 60 73 87 102 I18 150 186 224 265 308 354 428 Bond Sawn Joist and Rafter Notching and Boring Llmlts stud notching and Boring umrts 21.Use waterproof membrane hashing over all outside doors. 30. In any and all claims against the owner or the Architect,or any of thler Agents or Employees,icy any Employee of the ROOF1 NG Roof span(ft) 2a 43 5$ 75 1 131 lz9 1a 2.26 232 336 397 463 403 643 Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or anyone for whose acts of them may 4:12 u 52 70 0 228 153 179 206 263 279 336 397 S40 620 750 be liable,the Indemnlfication obligation under this paragraph shall not be limped In any way by any limitation on the amount 1.Fasteners for asphalt shingles shall be galvanized steel,stainless steel,aluminum or copper roofin nail 12 24 36 12 24 36 12 24 36 12 24 36 Ze 61 82 304 128 153 179 206 263 325 392 464 540 620 750 Notch g R Rafter a or type of damages,comps nsation or benefits able by or for the Contractor orSub-Contractor under Worker's minlmum 12 a e shank with a mtntmum 3/8 diam4 ter head,ASTM F 1667,ofa length to penetrate ttlrough t4J.4s 32 69 9a 119 146 174 204 235 301 371 446 530 617 709 R57 ty y p y the mum " Raper slope Required Ntunber of 16d Common or 40d Box Nails per Heel Joint Connection otter laird er deptn<1/ae Y g materials and a minlmum of 3/4 Into the roofsheathing.Where the roof sheathing Is less than 3/4" Spacing(in.) 36 78 105 134 164 196 230 264 33R 418 504 596 694 797 964 `p'"a'Y distance s s/8" 31.All ork I t uunnderr these drawings shall be guar ntted a°alnst defects In material and workmanship 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 ]7 12 26 27 35 43 51 60 69 $8 109 132 156 182 209 253 span�y°f year from the date of the acceptance of the Owner.Granting a Certflcate of Occupancy,or the Owner's use of the premesis «p(CEpT1pN Ills 16 4 7 10 4 8 12 6 12 17 8 15 23 16 26 36 46 57 68 8o 92 118 146 176 208 242 279 337 Hole diameter phalt strip shingles shall have a minimum of six fasteners er shin le where the roof Is <2/ad shall not constitute acceptance of the work. p g 3:12 20 33 45 58 71 es too its 147 182 zm z6o 303 34a 421. In ne of the following catayorles:(areas within i Mile from the water) 19.2 4 8 12 5 10 14 7 14 21 9 is 27 Stud single stud Hole diameter 32, Cntractor shall Inspect site and make all appropriate InqulMres to determine conditions and field Construction criteria s:12 24 40 54 69 85 102 119 138 177 219 264 312 364 418 506 <3/Sd Mor to submission of bl an a. The baslcwlnd speed per Flgure 1t3012(4)Is 110 miles e1' 24 5 30 15 6 12 18 9 17 26 12 23 34 . 1/3 Joist Doable stud P cis, d shall make no additional Balms regarding site conditions thereafter, p houror greater and the cave 33. Contractor shalt obtain all required approvals,permits,certificates of occupancy,Inspection approvals,tc.for work per IS 20 feet or higher above grade. Ze 46 63 fit 1 136 139 194 236 292 309 416 424 557 674 d.p Jolet Z' 1 max. b. The basic wind speed per Flgure R301.2(4)Is 120 miles 12 3 4 6 3 5 7 4 7 10 5 9 13 32 53 72 92 114 ]36 ]59 184 236 292 352 41fi 4A5 557 674 deptR Max. (�.�•''• Y'Min. Rats formed from agencies having JuMsdlctlon thereof. per hour or greater. a:12 ole edge 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall for and Contractor shall obtain a 2. Asphalt shingles shall only be used o n roofslopes of two units vertical in 12 units horizontal(2:12)or greater. 16 3 5 8 3 6 9 5 9 13 6 12 17 36 60 81 104 128 ]53 179 207 265 329 396 468 545 627 758 Z „i x distance a 5/8" g permit from the village prior to starting any work. PaY For roof slopes from(2:12)up to(4:12),double underlayment application Is required In accordance with Section ' 19.2 3 6 9 4 7 11 6 11 16 7 14 21 12 20 26 33 4o a8 SS 63 81 99 119 ]43 164 188 227 bulldln ti9052•T• 2a 4 8 11 5 9 13 7 13 19 9 17 26 16 27 35 44 54 63 74 as 108 133 I59 188 218 250 302 1/3 M`ex 35. The General Contractor shall coordinate scheduling ofSub-Contractors and other Contracts and shall provide every possl 3, .2.7.t shlMgies shah have s4elf-sealM sM or be interlock)ng and coin 20 33 44 55 67 79 92 106 135 166 299 235 273 313 379 1/6 Joist ble cooperative effort to coordinate coin letlon of all work.The General Contractor shall cnplete a coin rehenslve shcedufe g ply with ASTM D225 or D3462. 12 3 3 5 3 4 6 3 6 8 4 7 11 depth,ae4 D 4.In areas where the average daily temperature in Janus Is ofeli work pertaining to all contracts and shall submit same to the Owner In an acceptable format for review well In advance of ry 25 degrees F(-4 d reees C or less or when 6:12 24 40 53 66 94 95 129 148 in 232 279 329 327 376 S29 Table R30120)criteria so designates,and Ice barter that consists of at feast two la 16 3 a 6 3 5 7 a 7 11 5 9 is work comrnenc Fit cemented together or of a sell-adhern 5:12 2a 47 61 77 94 ill 129 14$ 188 232 279 329 382 436 529 36. Contractors al coordinate construction activities with Owner to minimize Interruptions to normal owner operations g polymer modified bitumin sheet,shall be used n I eu of normal 19.2 3 5 7 3 6 9 5 9 13 6 11 17 32 53 70 98 107 127 148 169 21S 26S 319 376 436 Sol 605 ty ratio n. underiayment and extend from the eaves edge to a point at least 24"Inside the exterior wall line of the bldg. 37'. The Contractor shall conduct all worik In such a manner so to not Impair the structural Integrity or stabill ofa 5.All metal flashing where called for on plans shall be aluminum. 9 4 7 11 6 11 16 7 14 21 36 60 79 99 121 ]43 166 190 242 298 356 423 49i 56a 680 StruCtU 12 3 3 4 3 3 4 3 4 6 3 5 8 12 27 32 37 43 49 Ss 62 76 94 112 132 153 17S 211 STRAPPING DETAILS �equipment,or utilities.Should damage occur as a result of the work,the Contractor shalt repair or replace said 6.Contractor shall provide gutters and leaders as u damaged Items to the sa9sfaction of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs u CQ !red and shall conned them to the approved storm 7:12 4 5 S 8 4 7 10 16 36 43 SO S7 65 73 82 102 !25 149 176 204 233 2R1 associated with Work Discontlnuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. water dralnagesystem as requited. 38. The Contractor shall have a competent representative or foreman present,who shall follow without delay all Instructions '7.All exterior openings shall be properly flashed. 19.2 3 4 5 3 4 6 3 6 9 4 8 12 20 45 53 62 72 81 92 103 127 i56 187 220 254 291 351 p p ty ct,and shall . B.All work shell Dear a WHtten one(1)year tie , 7.12-12:12 u 54 64 7s as 98 110 123 153 187 224 263 ios 350 421 An ehor Bolts of the Owner or his/her assistants In the rosecutlon and cdxn letlon of the work In conform) with this Contra g rontee from Roofing Contractor from the date of the Owner s z4 3 s 7 3 s 6 a 6 1] s io Is Sill Plate t0 Foundation acceptance. 12 3 3 3 3 3 3 3 3 5 3 4 6 28 62 74 67 too 114 129 144 178 218 - 261 307 356 ' 408 .491 have full authority to supply labor and materials Immediately.The Contractor shall also have a competent representative avail 32 71 A5 99 its ]30 147 164 204 2so 2" 3SI 407 466 SO able to redeve telephone messy es and provide a reasonable reply as soon as ossible,but not later than 24 hours_ 9.All roof Intersections to have flashing to extend 8"(measured vertically)above flat roof. 16 3 3 4 3 3 4 3 4 6 3 5 8 Wall Stud 9 P 10.Built up roofs to be of 3-ply built up roof with ravel toppin tie Into existin 9:12 36 AO 96 112 ]29 147 I65 lAS 219 2R7 336 395 45R 52s 61z 39. The Contractor shall,at all times,p1'°Vlde constatn and easy access and safe and proper fadlftltes for the Irtspectlon of all g 9. g. i9.2 3 3 4 3 4 5 3 5 7 3 6 9 Wall Stud Bottom Plate pars of the work. 11.New work shall tie 1n and lap so as to prevent leakage. Anchor Bolt 40. Before an payment will be made b the Owner the Contractor shalt deliver to the Owner any waiver or releases of any 12.AN exterior nailing Shall be alurM►Rum or Ivanlzed 24 3 4 5 3 4 6' 3 6 9 4 8 12 Anchor Bolt Y Y , ga ti 3 3 3 3 3 3 3 3 4 3 3 5 TABLE R301.5 TABLE R301.7 Bottom Plate i�• liens arising out of his contract for work completed as of the date of the request for payment.The Contractor shall also deliver 13.Flashing to be provided at ail root penetrations,pipes,vents,skylights,chimneys and roof Floor Joist ( . ° all manufacturers'warranties,guarantees,operational and maintenance manuals pertaining to his work:furnlsh evidence ventilators.Flashing to be provided at hlps,ridges,valleys,changes of roof slope;gable ends and top of foun- 22:12 16 3 3 3 3 3 3 3 3 5 3 a 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL Steel Strap lapped under sill plate • I a elation walls. 19.2 3 3 3 3 3 4 3 4 6 3 5 7 b e 7+ MIN• satisfactory to he Owner that all payrolls,bills for labor, materials and equipment,and other Indebteedness connected with his (in pounds per square foot) MEMBERS ' �+S20 work for which the Owner or his ro 14.Atl stcyllghts Installed In rootsystenl with pitch ot3/12 or less are to be mounted on min.4"high Curbs p have been paid n otherwise satisfied Each con 15.Install shims to provide roof pitch under Sheathin a 24 3 3 4 3 3 5 3 5 7 3 6 9 - °I�• tractor shall also deliver to the Owne�written guarantees n form as d whose terms and extent will be establshed In the g rid perpendicular to the roof Joists to provide for roof USE LIVE LOAD ALLOWABLE I agreements between each Contractor and the Owner. venting In flat roof areas. Table 3.10 Roof Sheathing Attachment Requirements for Wind Expose re B b STRUCTURAL MEMBER DEFLECTION l I Sill Plate `_ a 41. Each Contractor shall be responsible for cutting,fitting and Patching of his work that may be required to complete the 16.All Interior leaders are to have 1/2"foam sound insulation over PVC piping. Uninhabitable attics without storage 10 a work of his contra Loads ' - I�( d,no Contractor shall endangeef•any work ofany other Contras*or by excavating,cutting,or otherwise ELECTRICAL NOTES b° Rafters having slopes greater than 3:12 with = Steel Strap lapped tinder site frig any work ofany other contractor,and rib Contractoc shall do so without the Mor written consent of the Owner= An Uninhabitable attics with limited storage 20 L/18p situ plate costs caused b defective or Ill-timed work shall be borne b P Y 1.All electrical work shalt be confined to the space and location allowed for It,and shall be In strict confor- wind Speed 3--ollaun 1"w+4 finished ceiling not attached to rafters I �I I_ CS2C1 ` Y y the party responsible therefore. 42. Cntractor shall brace,shore manse d the irate ci Electric Code and overntn pa ty. 90 ss too cos 1m its 12o t10 140 lSe tw vo trw Iu reinforce and/or underpin all structures,Inducting neighboring structures,as r•egalred for g g munld 11 'See Liaure l.11 Habitable attics and attics served with fixed - �I I��m� 5/8"dia.W/3"square washer 2.Provide separate circuits for all appliances,amperages based on manufacturer spedflcatlons. Rafter FauenH+sp°"4g stairs 30 Interior walls and partitions H/180 safe operation.The Contractor Is to take all necessary and prudent steps to shore and brace existing structure prior to 3.Contractor Is to verify with owner,If the owner will be purchasing appliances and having them Installed b Installation of headers for new openings. The proper and safe execution of this orik s the sole responsibility of the Contractor. Y /r'>ns panel Hrderm. Floors L/360 others prior to subrtNtting a bId On the project Sheathing Location' Uplift Load per Nail pbs) Balconies(exterior)and decks" 40 43. Equipment and devices ofa temporary nature required for the construction processes and protection thereof,such as scaf 4.Contractor shall Install,as per Owners direction,a and'all Intercom,alarm,thermostat s IIA-) rase+ s°ppor6� folds,staging,platforms,runways,hoists,ladde chut s, y protectloins,etc,for Ilo-1 I'"a rill.) ' Ceilings with brittle finishes(including plaster rs, es,temporary flt3oring,guard railings,shaftwa � telephone antf/or Fire escapes 40 L/360 the protectloln of workmen and of the public shall be provided,erected,and maintained In accordance with the requirements 5. Antenna wring a welts prior to s ork o nfor All th NEC shall De concealed M walls,floors, a ceilings. 6 12 v u9 21 23 is za 30 35 41 47 s3 60 67 7a d n and stucco) of the New York State Building Construction Code,and all other laws, rules,or ordfinaces of ail Governmental Agencies having e•All wiring Shall lu copper and all work Conform with NEC and NYBFU and shall be Board of Flre Underwriters 6 6 9 10 31 12 l3 14 IS IE 21 24 27 30 3d 39 Guards and handrails 200 g g Rafter to Stud 1 pDroved end Include the tollowtng: 12 4 4 6 7 7 8 9 9 to 12 14 16 Ill 20 23 26 Ceilings with flexible finishes includin Ride Struetu rat Ri a uMsdlctlon.Contractor shall provide,erect,maintain those Items required for use,obtaining all necessary permits,Inspections a)all wiring for new switches,outlets,fixtures,re-circuiting necessary to allow for all new work,all rewlrng of g and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise existing flxtures artd labeling of dreult breakers to Indicate Circuit use. 3 3 5 s 6 6 7 7 a 9 fo Iz i4 is 17 20 Guard in-fill componentsf 50n gypsum L/240 stipuMted. 6 12 23 25 28 31 34 37 40 47 54 62 70 79 89 IIM board - b)furnish NFEU Certificate at completion Of work. ` 6 6 12 13 14 16 17 19 20 24 27 31 35 40 45 52 Passenger vehicle garages' 50' ) 44. Contractors shall make timely submissions to the Owner of thevarious Items as set forth so as to allow reasonable and ade• Carbon monoxide R314&R315 16 �^--°F"f°arnAP me -^eEm a slww quote time for review,possible correctloth,possible resubmission,and for approval of submissions without d ayin the 6-Furnish and Install single station smoke detecting'alarm device In compliance with Sec: of NY$Building 4 4 8 9 ]0 10 ''I1 1Z 14 16 1B 21 24 27 30 35 15r � Code and shall be All other structural members L/240 3s 3 3 6 7 7 s 9 9 to lz 14 r6 Is 20 z3 z6 Rooms other than sleeping rooms 40 12 Min. 12"Min• progr4>5s of the entire protect or any phase of the protect provided outside each separate steeping area,In each sleeping space and on each floor levd'f- rnterior 2e7ne 6 12 27 30 33 37 40 44 49 56 65 74 84 9S 107 125 a • T.Contractor shell verify with the owner,location and quantity of lighting fixtures,switch Slee in rooms 30 Exterior walls-wind loads with plaster or to providing a bid on the project e'S,outlets,etc.prof 19 2 6 6 ld IS 17 19 20 22 2d 28 33 37 42 48 Sa 63 P g H1360 , a 4 9 10 11 12 14 is 16 19 22 25 2E 32 36 42 c stucco finish 4 • a-Provide a minlmum Of one outlet In a hallway that exceeds 9'-G"in length. 3 3 , a 9 9 t0 11 1, 14 17 iq 21 24 27 32 Stairs 40 , These plans are designed in accordance with the American Forest& Pa er , _ Exterior walls-wind loads°with other brittle C520 ° I� '9.Provide one outlet In each room a minlmum of 6-0"from the entrance to that room. 6 12 3d 3] 41 46 SO 55 59 70 81 93 105 119 133 156 H/240 ' CS20 Association Wood Frame Construction Manual for one and two-family dwellings .10.Provide a minlmum of oneGFloutletwithin3'-0"ofanysinkandaminimumofoneIneverybathroom 6 6 17 19 21 23 25 2A 30 3S 41 47 53 60 67 7R finishes • specified• za TABLE R402.2 0 , unless otherwise 4 ° 12 13 14 16 17 19 20 2d 27 31 35 40 45 S2 2018 Edition -prescriptive method 11.Contractor must verify with his licensedelecricianIfanu 3 3 9 I0 11 12 '13 14 t5 Is 71 24 27 30 34 39 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind loads°with flexible o Qo _ pgrade of electrical service is required for this 6 12 32 35 39 43 47 sit 56 66 76 87 99 112 125 147 H1120d LSU These lans coin I Project promo su verify loc a bid. CONCRETE finishes p p y with all Of the requirements of the following: 12.Contractor to verity locations otmasts,meters,sub-panel 6 6 16 18 20 2224 26 28 33 38 a4 so s6 63 74 s,etc for relocation as required for the project. 12 4 4 11 12 13 Is 16 17 19 22 26 29 33 3R az 49 e •2020 N.Y.S.Butldin Code •2020 N.Y.S. Mechanical Code Contractor must also notlry the Architect of bcatlons K not shown on plans MINIMUM SPECIFIED Lintels supporting masonry veneer walls L/600 9 3 3 8 9 10 11 'I2 13 t4 17 19 22 25 28 32 37 PLUMBING NOTES 6 12 42 47 52 57 63 GR 74 A7 101 116 132 149 167 196 COMPRESSIVE STRENGTH° - �, •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code 6 6 . 21 2a 26 29 12 34 37 44 51 5a 66 75 84 9R TYPE OR LOCATION OF CONCRETE } . 1.Ail plumbing work shall be In strict conformance with all state and local codes. 16 4 4 14 16 18 19 11 23 25 29 34 39 44 50 56 fhb CONSTRUCTION (fc • All roofs, eeil ings,floors designed MTS3O •2020 N.Y.S.Existing Building Code •2020 N.Y.S. Property Maintenance Code 2.Not water heater shall have a maximum temperature setting of 140 degrees F. Perimeter Edge Zone 3 3 it 12 13 15 '1fi 17 19 22 26 29 33 39 42 49 Weathering Potential' ----- -- •3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specMcations. 6 u so s6 62 6s 7s 92 a9 ios 1zI 139 us n9 200 23s •2020 N.Y.S.Energy Conservation Code •2020 NFPA 70 National Electric Code 4.Provide Insulation on all new piping ffi required by code- 19.2 6 6 25 2R 31 34 Ili 41 45 S3 61 70 79 90 100 IIR Negligible Moderate Severe For dead load of 10 P.S.F. 5.Remove and relocate all existing piping as required to assure the ro 4 4 17 19 21 23 zs 28 30 35 41 47 53 60 67 79 •2020 N.Y.S.Fire Code •2020 Uniform Code Supplement 6.Below ra P Per'execution otthe woric. 3 3 13 14 16 17 19 n 23 n 31 35 40 4s so 59 Basement walls,foundations and _ g de waste a ty shall be peer piping. 6 12 63 70 7a 85 94 102 111 131 152 174 198 223 250 29a other concrete not exposed to the 2,500 2,500 2,500° •2020 N.Y.S.Plumbing Code •2020 Supplement to the N.Y.S.Energy 7.Potable Anal shall r type"L"Copper. 6 6 32 35 39 43 'u sf s6 66 76 s7 99 I Iz us 1a7 weather 8.All gas or oil piping required shalt be performed by the plumbing contractor. 24 4 4 21 24 26 29 )2 34 37 44 51 S8 66 75 84 9S Conservation Construction Code 9.Sanitary disposal system shall be County Department of Health Services approved for design and 3 3 16 18 20 22 t4 26 2R 33 98 44 50 56 fi1 74 Basement slabs and interior slabs 2,500 2,500 2,SOOc Column Ca FIOOr t0 FIOOr COnneCtlOn Installation.TheOwnerssurveyorshallberesponsiblefordesignandlocationsofthesefacilitiesaswellas Fasteners dill on rade,exce t arc efloorstabs p ndper p Corner Holdown obtainin ail ermitsor cur approvals For SI:1 ou , P 8 Uplfft Load per Nail(Ibs) 9 P 9 9 square Inch=6.895 kPa. LENGTH 10.Contractor shall provide hoCwater baseboard heat throughout et perimeter walls unless otherwise noted Gable Endwall Rake!or li"•) Basement walls,foundation walls, a.Strergm at 28 days psi. - Rak!TnJSS with up t0 9" 6 2A 31 35 3R 42 46 SO 59 6a 7R 88 lao t f2 f 31 b.See Table R301.2(t)forweamering potential. H D U LtENDrH GENERAL NOTES 11.Water main must be T'-0"away from the sanitary disposal system and 4'-0"deep. exterior walls and other vertical Rake Overhang 4 19 21 23 2t, tR 3t 33 39 45 52 59 67 7s 8R 2,500 3,000d 3,00od c.Concrete in these locations that is subject to freezing and thawing during I 12.In bearing walls or partitions,no stud is to be cut more than 1/3 Its depth to reeelve piping,dud or eiectri- I i;i e 2" 1. The mechanical system shall be installed In accordance with chapters 12-24 e]f the cal work. 3 la Ib Ili l9 !1 23 25 3e1 34 39 44 50 56 66 concrete construction shall be au entrained concrete In accordance with Footnote d. (' Residential COde e]f New YOrk State. work exposed to the weather d.Concrete shall be air-entrained.Total air content(percent by volume of ' concrete)shall be not less than 5 percent or more than 7 percent. o c 2. The plumbing system shall be installed in accordance with chapters 25-33 of the 13.All water service and distribution pipe and fittings to be copper alloy. s Expose re B Porches,carport slabs and steps e.See Section R402.2 formaxhnumcementRlous materials content °6 I o CLEAR Residential Code e]f New York State. Table 3.11 Wall Sheathing and�.ladding Attachment ex osed to the weather,and aka a 3,SOOd f.For ar a floors with asteel-troweled finish,reduction of the total air content SPAN 3. The electrical a ui merit and wirin shall be installe3d in accordance with chi tars 14.All drain,Waste and vent piping and fittin s to be PVC-DWV Requirements for Wind Loads P g g Z500 3,000d•e,f g a9 q p g p 9 floor e,f (percent by volume of concrete)to not less than 3 percent is permitted d the o 34-41 of the Residential Code of New York State. slabs specified compressive strength of the concrete is increased to not less than o 4. Exterior windows and glass doors shall be installed in accordance with Section R609. wind Speed a,000 psi. ;! All glazing shall comply with section R308. 3-second gust 90 95 100 10S 110 115 120 130 140 ISO 160 170 180 195 BCS 5 , 1, END 5. In all frame walls,floors and roof/ceilings comprising elements of the building thermal \ LL'NGFH envelope,a moisture vapor retarder shall be installed on the warm in winter side of the (mph) TABLE OGRAPH \ CS20 12 insulation in accordance with section R318. see Fi ere 1.1 CLIMATIC AND GEOGRAPHIC DESIGN 3 ,.-; STRUCTURAL SHEATHING CRITERIA � �e o y 6. Wall and ceiling finishes shall have a flame spread classification of not greater than 200 with a smoked developed index of not greater than 450 in 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 WIND DESIGN SUBJECT TO DAMAGE FROM Column Base R302.9 Stud Spacing x, GROUND SEISMIC WINTER ICE BARRIER AIR MEAN 7. Insulation shall have a flame spread index of not greater than 25 With a smoke developed Sheathing Location Maximum Nail Spacing for Sd Gammon Nails or SOd Box Nails(inches,o.c.) (inches,o.c.) SNOW Pe pog p p DESIGN Frost DESIGN UNDERLAYMENT FLOOD FREUING ANNUAL SHEATHING Index of not rea S e dd Ta ra hid S eclat wind Wlrtd borne 8. Interior wall covering sift be in accordance wet itF1 secti noR 02 and elderior 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} etteetsk regl0nl debris zone'"CATEGORYr Weathering" tine Termite° HAZARDSO SIDING TEMP° REQUIRED' INDEX' TEMPI Interior Zone 16 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 depths FLASHING FOR covering shall be In accordance with Section R703. ,�,�• ,' , SHEET TITL E WATER TIGHTNESS o ` 9. Asphalt shingles shall be installed in accordance with section R905.2 ✓ °= •l�"' �'* 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 201b 130 Yes No B Severe 36" Mto I 15 Yes 150 45° ABA44 DECKING �I� . ��.�,,'%, ERAL NOTES 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 MANUALJDESIGNCRiTERIA" or< • ° �r '�' "`Y'' ,.t• pRO�T K,tME Perimeter Edge Zone 16 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 6 9 ° •� `^ Y ^F • �''; 1 indoor Heatin APPROVED JOIST HANGERS �� , � �;s� e 24 6 12 6 12 6 12 6 12 6 12 6 12 6 lz 6 12 6 12 6 12 6 6 15 6 6 6 6 6 Winter Summer Altitude Desl n p� 9 2 MIN. 2xACCORDA iCEFASTENERS ) Etevaoon Latitude design temperature IN ACCORDANCE WITH TABLE R5072 ;;'r.` 7s,i dbe heating cooling correction factor terrtiteraturetxf0ling •+?{`, T . BOARD SHEATHING or LAP SrDING tetllperattne diffefence .-'.. HOLD-DOWN DEVICE MIN 750 L8.CAPACrrY 3 KEI�,NE'�'H SCHULMAN Shed[hing Sae Raft(inche, Spacing �i -•r r ' FLOOR JOISTS ALO LOCATIONS,EVENLY DISTRIBUTED `ems Minimum Numher of Bd Common Nails or lOd Box Nails ��-.,,. ;� - ALONG DECK AND ONE WITHIN 24.0E EACH (inches,O.c.) Per Support 9 ItY y END OF THE LEDGER.HOLD-DOWN DEVICES !!,, ARCHITECT,P.C. DATEr Coolm Wfnd tMnd vales Coinc+dent Dad winter SUmmer ~. ;•: t SHALL FULLY ENGAGE DECK JOIST PER ,v .Gf9.'.Y oll temperature difference veltocityheating coaling wetbulb range humidity humidity HOLD-DOWN MANUFACTURER. *•y1= 209 LYNN AVEN'LTE SGJ+ LZ Jab or lx8 Sheathing 12-24 z z z z z 2 2 z z z z z z z Typical DTT1Z Deck-to-House - .°.I - E.NORTHPORT.N.Y. 11731 BY 1x10 or Lar er Sheathin 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 AFULLY THREADED'/i DIAMETER LAG •r k"''h . ' ' Lateral Lord Connection SCREW PREDRIILED W/MIN.3 PENETRATION i{ +' TEI�' FAx'(g'31]=gBH=2 TO CENTER OF TOP PLATE,STUDS,OR HEADER. Joe No: SHEET NO.