HomeMy WebLinkAbout50683-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
� TOWN CLERK'S OFFICE
tiw � SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPEC III=ICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 50683 Date: 5/15/2024
Permission is hereby granted to:
GMP Solutions LLC
830 Eastwood Dr
Cutcho ue, NY 11935
To: construct covered porch to existing single-family dwelling as applied for.
At premises located at:
505 Southern Cross Rd, Cutcho ue
SCTM # 473889
Sec/Block/Lot# 110.-5-29
Pursuant to application dated 4/3/2024 and approved by the Building Inspector,
To expire on 11/14/2025.
Fees;.
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $302.50
CO-ADDITION TO DWELLING $100.00
Total: $402.50
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 1i L -oulJigl l�t %vqnyj*�v
Date Received
APPLICATION FOR BUILDING PERMIT
F r Office Use Only
PERMIT NO. Building Inspector: �i..�� ff
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:04/03/2024
OWNER(S)OF PROPERTY:
Name:Gina Picchione C-��AP a-,wTIc�� ry scTM# Z000-110.5.29
Project Address:505 Southern Cross rd
Phone#:631-774-8426 Email:apicchione@aol.com
Mailing Address:830 Eastwood Dr. Cutchogue NY 11395
CONTACT'PERSON:
Name:Artie Pic+ hione
Mailing Address:830 Eastwood Dr. Cutchogue NY 11395
Pnone#:631-774-8426 Email:apicchione@aol.com
DESIGN PROFESSIONAL INFORMATION:
Nam+e:Kenneth Schulman
Mailing Address:209 Lynn Ave East Northport Ny, 11731
Pnone#:631-368-2388 Email:ksarchitect1@gmail.com
CONTRACTOR INFORMATION:
Name:Home owner
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition [--]Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOtherCovered porch I ooc�
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ❑No
1
PROPERTY INFORMATION
Existing use of property:Rental Intended use of property:same
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ®No IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and,regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted 'Pri'"t name): (I i CGi}tt D tJ ❑Authorized Agent ❑Owner
Signature ofApplican • ' � �' r � r Date:
CONNIE D.BUNCH
Notary Public,State of New York
STATE OF NEW YORK) No.01BU6185050
SS: Qualified in Suffolk County
Commission Expires April 14,2 Oa L I
COUNTY OF
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
day of apr 1v , 20
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
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SWXT TITLE
PRO.EGT 1AME
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KENNETH SCHULALA N 3_z
`1 ARCHITECT,P.C. DATE,
209 LYl`'N AVENUE SGALE, t4 o-Mo
' E. NORTHPORT, N.Y. 11731 fj;�
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TETI. /FAX. (631)368-2388 NO, 2y 13 sF ET 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 3.1 Nalling Schedule � g xposure B P P CONCRETE&FOUNDATION NOTES
Shear Connection Requirements WINDBORNE DEBRIS PROTECTION E:derior 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)tort per square toot All
Number of Number of (Prescri five Alternative tO Table 3.4) FASTENING SCHEDULE FOR WOOD windbome debris re Ions shall be rotected ruin and a s an of not more than 8 feet istudY and famlllerize himself with the site and with all trades and parts of the work Eectr Contractor shalt cooperate and door xterlor footings shall be a minimum of 3'-0"below grade unless noted otherwise In plans.
p 9 P ) P +dlnate his work with the work of other Contras ors. 2.All existing all,roots,and other unsuitable bearing material shall be removed and footings carried to the
Joint Description Common Nails Box Nails Nail Spacing --- STRUCTURAL PANELSa,b,c,d from Windborne debris. Glazed o enin 2438 ruin Shall be demisted 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 veri assumed soli bearin ca d and aswme,tull
P 9 ( ) P ry g Pa tY responsibility for
h 1 n rated I o an an ll a is between tit er nd he n r
herein,ands a I be I corpo nt y d e greemen a Own a t Co trado . same.Contractor to notify Ar'Chlted of any soil variation or condition adversely affecting aswrned beating
ROOF FRAMING Wind Speed protection for windbome debris shall meet opening protection. Panels shall be 3, Nothin ry1 y
Rafter to To Plate Toe-nailed see Table 3.4A 3-second gust(mph) 90 95 100 105 ito 115 120 13o i4O 350 160 170 180 195 � FASTENER SPACING g on this drawing shall be construed as modl ng In any wa the Contract between the Owner and Contractor or the t:apadty prior to the pouring of any footings.
p ( ) ( ) (see Table 3.4A) per rafter See Fi ure 1.1 . fi �)a 6 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 t0 have 5%to 7°/a
Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A er oist t
4. Each Contractor shall comply with the requirements of the New York State Uniform Fire Prevention and building Code,New a)fooUngs,piers,foundation walls:rca 3,000 psi stone concrete
P i wall FASTENER TYPE Panel 4 feet-C 6 feet< o ASTM' E1996 and ASTM E1886 as surrounding the opening containing the York State Energy Conservation Code,Federal OSHA,and all of the Local Governmental Agencies having Jurisdiction,Insofar as b)slab on ground:f cr2,500 psi concrete air entrainment per R402.2
Ceilingloist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Rafter/Ceirin Joist Number of 8d Common Nails or lOd Box Nails(Toenailed) Garage slab=3,500 p.s.i.
B Hei ht 1 "', span<- panel span panel span modified in Section 301.2.1.2.1. Garage product with the glazed opening. Panels applicable to his portion of the work. c)superstructure,slab:rc-3,000 psi stone concrete .
Ceiling Joist laps over Partitions (Face nailed) (see Table 3.9A) (see Table 3.9Aj each lap S din lit.) g Required in Each Rafter and/or Ceilin Joist to Top Plate Connettiorl 5. The Architect shall not be res onsible for the erformance of the General Contractor or any Sub-Contractors,nor shall he 4.AnU-h dro shall be added If degrees F or less.
Pa g i• g P P Y pouring takes place at 32
Collar Tie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie (ft•I 4 feet <-6 feet <_8 feet door glazed opening protection for shall be predrilled as required for the guarantee the performance of their contracts. 5.The wood sole plate at exterior walls on monolithic stabs and wood sill plate shall be anchored to the founda-
Blocking to Rafter(Toe-nailed) 2-8d 2-IOd each end g 2 2 2 2 2 2 2 2 3 3 3 3 3 3 tAindborne debris Shall meet the anchorage method and shall be secured 6. All exlsdng equipment,utilities,structures,and other Itertu Interfering with the Installation of the proposed equipment and tion with anchor bolts spaced a maximum or 39'r on center.Mchor bolts shall also be located within 12" from
12 No.8 wood-screw-based structures 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 beat least 518"In diameter and shall extend a minimum of 7"Into
Rim Board to Rafter(End-nailed) 2.16d 3-16d each end 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 anchor with 2-inch embedment 16 .10 8 requirements of an approved impact- with the attachment hardware provided. ve
rify the actual location ofany end all utllldes,process piping and related Items prior to the commencement ofwork.All costs masonry or concrete.There shall be a minimum of(2)Doltr In any one sill.
WALL FRAMING 16 a 2 2 2 2 2 2 3 3 3 3 3 3 3 3 length resisting standard or ANSI/DASMA 115. Attachments shall be designed to resist Incurred shall be the reponsiblllty of the Contractor unless otherwise agreed upon by the Owner. 6.Perform required alteration to existing concrete.New work Installed adjacent to and connecting with pres--
10 2 2 2 2 2 2 3 3 3 3 3 3 3 a 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 4 5 5 5 5 5 5 No.10 wood-screw-based the component and Cladding loads subject to motflflcations as may be necessary or desirable at the Ume of Installation to meet unforseen or other conditions. Provide expanslon 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 a. DO NOT SCALE DRAWINGS.Written dimensions supersede scaled dimensions and are subject to revisions as per actual field con 7.A concrete block inundation wall shall be accepted In Ileu of poured concrete where permitted by Local
Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. I dltlons.The Contractor shall verify all dimensions and conditions herein shown and all dlscr•epandes 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 commencing with the work. 8.Provide continuous termite shield with all joints sealed along perimeter walls and shielded termite
Table 3.5A TO and Bottom Plate to Stud Lateral Connections v '/,,-inch la -screw-based permanent corrosion-resistant 9. IfIn the course of construction a condition exists which disagrees with that as Indicated on these plena the Contractor shall coNars at plumbing pipes In crawispaces unless otherwise noted.
Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud fo rWlnd Loads Exposu Ce S anchor with 2 inch embedment 16 16 16 attachment hardware provided and 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 dear distance between acpacent bottom edges shall
procedure and continue with the work,he shall assume all responsibility and fiabllity arising therefrom. not exceed a slope of one vertical to two horizontal.
Bottom Plate to floor oist,Band oist,End•oist 2-16d'2 2-16d1.2 er foot length anchors ermanentl installed on the 10. The Architect shall not be responsible for,nor have control or char of construction mea methods,s uences,or ro 10.Backflll shall not be placed a inst foundation walls until the concrete Is ofsufndent stren h and until the
J 1 J P (Prescriptive Alternative to Table 3.5) P y cedures,or for safe recautions and programs.Contractor shall be reponsible fora p walls are roperly braced to a d bottom b the horizontal floor orb ad uate tea ors bradn
or Blocking (Face-nailed) - --�---- - - ty p dequately bracing and protection ofall P P Y y eq p ry g.
For Sl:1 inch=25.4 mm.1 foot=304.8 min,I pound-4.448 N,1 building.Attachment in accordance with work during construction against damage,breakage,collapse,distortion and misalignment according to applicable codes. 11.Concrete Foundations shall be poured continuously.If pour Is Interrupted a vertical key shall be provided.
FLOOR FRAMING Wind Speed mile per hour•0 447 m/s Table R301.2.1.2 is permitted for 11.The Contractor shall check and verify location ofany existing overhead or underground electrical or other hazardous uull Horizontal Joints are not permitted.
Joist to Sill, To Plate or Girder Toe-nailed 4-8d 4-30d 3-second gust(mph) 90 95 100 10S 110 115 120 130 140 ISO 160 170 iso 19S a.This table is based on 180 mph ultimate design wine ty lines and to arrange for their safe relocation. _ 12.Contractor shall verify dimensions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con-
e ( ) per joist (See Figure 1.1) speeds,v%and a 4sfoot mean roof height. buildings with a mean roof height of 45 12.The Contractor shall be responsible for temporary electric,water,toilet facilities,fencing,barricades,security,and clean- dults,etc as required for trades before placing concrete.
Bridging to Joist (Toe nailed) 2 8d 2 30d each end 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 Contractor.Upon completion of work,Contractor shall broom clean all affected 13.Concrete:work Included; •
Blocking to Joist(Toe-nailed) 2-8d 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.
1 ultimate design wind speed, Vuh, is 180
Blocking to Sill or Top Plate(Tce-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(elf) ;itch rromtl,e edge aftne pane,. 13. Contractors orSub-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 extenor 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)all other work as required by drawings.
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.
Joist on Ledger to Beam(Toe-nailed) 3-8d 3-SOd per joist 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 14.Damp proofing:work Included;
Mnldntg Irame Fasteners shall be located not less than 2/z coordinated sumciently In advance,so as not to decay the progress t3f a job as a whole.All such Items shall be Incorporated so
Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 inches from the edge of concrete block ot concrete. they will meet the correct physical elevaUons 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 attached to masonry or masonry/stucco shalt be es to maintain their proper location end position during the placing of concrete and removal of formwork. prajeettons.
12 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 attached using vibration-resistant anchors having are 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 backfllling,
ROOF SHEATHING 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 ultimate 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 c)apply mastic emulsion only when temperature Is 40 degrees F and rising and In dry weather.
16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 provided between work areas and the rest of the buildin d)apply Celotex Trowel Mastic or approved equal on all foundation walls below rade at basement and crawl
Wood Structural Panels 8d 10d (see Table 3.10} 15. Each Contractor shall be reponsible for all loss or damage arising from the action of the elements such as water,heat,wind spaces' g
Diagonal Board Sheathing is 2 2 2 2 2 2 2 2 2 2 2 2 3 3 NOTE:
i"x6"or i"x8" 2-8d 2-lOd per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL S-fTtAPPNG 70 8E 1 V4'x20(3Al1GE STFS DR or otfier unforseen dlAlculUes which may be encountered In performing the work to be done under tits contract In the event e)mastic shall be spelled at the rate of 1/8"thick wet.
of arty suspension of work,each Contractor or Sub-Contractor shall protect his work and nmterials against damage.Any work
1"RAO"or wider 3-8d 3-10d per support 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SfvpSON EOU1/ALENT-C820(COLED STRAP) or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his CARPENTRY NOTES
,Alt STAAPPNG SWtI 1.BE 1YSTAt I Fn PRIOR TC SFEATFiJCiJ work or materiels shall be prOntptly removed and replaced by tfie Contractor. 1.Insulation shall be fiberglass baits-foil one side,unless otherwise noted thickness as shown on dnewln 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 remedled at once,regardless of previous Inspec staple pads on foil OVER framing. g
it 2 2 2 2 2 2 2 2 2 2 2 2 3 3 KNO ATTACH RNr W N Uon.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 alvanized.
Gypsum Wallboard Sd coolers Sd coolers 7"edge/30"field KN(3 ATTACii7FM Wi HV specifications,but such Inspection shall not operate to release the Contractor from arry of his contractual obll bons. 3.Provide"cats"at all exterior and bearing walls and all walls over 8 feet high.All stud framing having an
16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 AI-IGN�OR RAFTERS ga
WAIL SHEATHING 16 2 2 2 2' 2 2 2 2 2 2 3 3 3 4 !%w TO PLATES TYP.PROVDE RAFTER TO 17. All new materials and Installations shall be In accordance with manufacturer's latest printed spedflcations and with code • unsupported height of more than 10'-0" Is to have stud bridging or otherwise be braced In an approved man-
Wood Structural Panels 8d 10d (see Table 3.11j CRIPPLE CONNECTION H-2 A requirements. nerat Intervals not exceeding 8'-0".
18 2 2 2 2 2 2 2 2 2 3 3 3 4 a OR EQUAL OR STRAP 13. All materials shall be new,as tatted for In the drawings,and the best of their respective klnds.No subsUtutlon shall be made 4.All floors designed to withstand a combined live load and dead load of 50 er s it for Irvin areas and 40#
Structural Fiberboard Panels 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 DE'AL A LEFT by the Contractor without the prior written approval of the Architect.For portions of the vfork not shown In detail but which per sq.ft for all other areas. p q g
i/2" li ga.situ. roofing Wait 3"edge/6"field - are shown generally,or for reasonable Inference as being required for a proper and complete Installation,the material, 5.Design Umber stress-Fb+850,E-1,600,000 psi,Douglas Fir Larch No.2.
8 2 2 2 2 2 2 2 2 2 2 2 3 3 3
(0.120"xi-1/2"long x 7/16"head) methods,and workmanship stall conform,as a minimum,to the 6.Provide cross bridging or solid blocking @ 8'-O"oc maximum floors and ceilings.
10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 NAILING&STRAPPING AT typical or representative detail throughout the corresponding parts of the building. 7.Studs,silts,posts,beams and Jolsts shall be construction grade Douglas Fir No.2 appearance.
25/32" 11 ga.galv. roofing nail - 3"edge/6"field 12 2 2 2 2 2 2 2 Z 2 3 3 4 4 5 A EXTERIOR WINDOW/DOOR HEADERS 19. No materials of any kind shall be used upon the work until It has been Inspected and accepted by the Owner.All materials S.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.All headers 5'-0"
(0.120"x1-3/4"long x 3/8"head) 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 eeaLw®FOR Au.tOV ccrsrlalOTln1 ANWOR WV At DIDOM 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.
16 2 2 2 2 2 2 2 3 3. - 3 4 - 4 S_ 6 20. All work shall be executed In a workmanlike manner and all mechanics shalt tre skilled In their trade. 9.Joists supportlng•parallel partitions,spaced apart to permit the passage of piping or duct work,are to be
Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field A NAILING SCHEDULE'B': mium RULE cot mRicnol wv4wi 21. No note or detail or lack thereof shall be construed as relieving the Contractor flrom execution of all work In accordance blocked at maximum IV Intervals on bearing partitions and 32"Intervals on non-bearing partitions.
Hardboard 8d Sd (see Table 3.11) 18 2 2 2 2 2 2 2 3 3 4 4 S 5 6 D naM ars+ru FOR lttoow O'DiNGa with all state and local codes. 10.Where Joist hangers and other steel frame carriers are Indicated,contractor to provide and utilize the
Particleboard Panels Bd 8d (see manufacturer) 20 2 2 2 2 2 2 3 3 4 a 5 5 6 7 Now, 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 wlthdrawt capacity of the fasteners.
Diagonal Board Sheathing oar°"g for construction of this project 11.Provide Flrestopping aei required In compliance with part R602.8 of NYCRR.
1"x6"or 1"x8" 2-8d 2-10d Table 3.6 Rid a Connection Re uirements for Wind B ro' z o 2x4 1 1 1 1 24. No request from any party for Information regarding clarification,amplification or explanatlonofthe drawings or notation, 12.Do all cutting and tching for all trades.In bearin walls or artltlon no stud Is to be cut more than 1/3 of
persupport g q Exposure B pa i P s,
1"x10"or wider 3-8d 3-lOd per support p C E 4•�• + o zx4 z z z z or request for permisslon to very or deviate from the requirements of these drawings or notations,will be entertelned by the Its depth to receive piping,duct work, or electrical wiring.
(Dead Load Assumptions: Roof Assembly DL=10 psf} W-M a fa zx4 a a 2x4 ' 3 3 3 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 Joists under all posts,partitions parallel to jolsts and around all openings.Provide double
the Architect will,with reasonable promptness,consider Me matter and respond to writing to the Owner for transmittal to the framing around skylights Double all beams or olsts under bathtubs and hee a dances.
J W PP
FLOOR SHEATHING s4r ° mars•01 tee 3 4 3 3 party concerned.The Architect does not nor will not assume any responsibility With regard to lire above mentioned types of a"14.Contractor to provide"Simpson"hurricane clips on all rafter to stud connections tit on all stud to box
wind speed t0•-o• 10 to + + + + Inquiry unless above procedure Is followed beam connections.
Wood Structural Panels 3-second gust(mph) 90 9s 100 105 11a 11S 120 130 140 ISO 160 170 190 19s 25. The Architect shall not be responsible for the performance of the General Contractor anySub-Contractors or the Owners a Alf exterior o enin s shall be ro er flashed.
1"or less 8d lod 6"edge/12"field (See Figure 1.11 tr o• ,2 m 2x6 s s s s P g P p ly
Nplaanns: 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 to and la Into existin so as to revent leaks e.
greater than 1 SOd 16d 6"edge/12"field ! p 9 D g
Roof span "JA F A.MAW OF RD NALS AT Mi eo aF sty liability of the Architect,his agents or employees. 17.Flashing to be provided at all floor penetrations,pipes,vents ys,and roof ventilators.
Diagonal Board Sheathing Root Pitch Required Gpacityof Rklge Connection(elf) ,skylights,ehlmne
(ft) B.NLke 1 OF SUL Sri=a tre FIAT cop NOr ApILY M DOOR,, 26. Items shown on plans but not speCMcally stated In the specifications 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 wells.
i"x6"or 1"x8" 2-8d 2-SOd per support 12 28 39 51 64 77 91 105 136 169 205 243 294 327 197 c-1 MER a FUL H329IOn sties AT EAA1 SIDE of WAM In the contract All roof Intersections to have flashing to extend 8"in each direction.All flashing to be aluminum unless noted
1"x10"or wider 3-8d 3-10d 27. Items not specifically called for by manufacturer number or grade specMcations,shall be furnished In the most economical otherwise.All rafters to line up directly over studs.
per support 16 37 s2 68 ss 103 lzt 141 1s2 z26 27a 3zs 379 436 s29 °-or wwm T� ,e TMto"°""°'Aca'r'ur's"°1°e° model,grade or manner of Installation. 18.Ir►stall shims to provide floor pitch under sfieathing and perpendllcular to the roofJolsts to provide for roof
20 46 65 0 129 IS4 282 212 272 339 410 497 S68 sas 793 E.NLAABM of JAOK SR,DS AT EACH 90OF 1ArAI1a1S 909l�E DOUR EM-0aL9 28. Each Contractor shall carry Worker's Compensation Insurance In the amounts prescribed by taw,and liability,bodily Injury, venting In
3:1z 2A s6 78 119 149 ISO 212 246 318 395 479 568 663 763 925 F r4Aem of sa mAu t3o+wm nficu+AwA�r stud snm tD automobile and other Insurance In the amounts and periods satisfactory to the Owner.fie Architect shall be listed as addition flat roof areas.
Table 3.9A Rafter/Ceiling Joist.Heel Joint Connection Requirements zg 6s 91 119 149 Ian 21z 246 31a 39s 479 s6s 663 763 925 eo a lust Ar F/w+sDE cop Har ArFCY To Doors al names Insured. "
JACKS AM KNGS AS 19.All Interior leaders are to have 1/2 foam sound Insulation.
(PrescnpUve Alternat Iva t o Table 3.9) 32 74 Jos 137 192 231 243 316 409 S08 616 730 85a 982 1190 SHOWN Tye DETAL®LTT 29. The Contractor,Its agents,servants and employees shall lndemnlfy and hold harmless the Owner and the Architect and
36 83 Ile 1sa 19z 231 n3 316 409 soa 616 73o as2 9az 1190 � 20.All Interior doors to be 1-3/8"hollow core lauan veneered with epproXlmate hardware.Contractor shall
their Agents and Employees from and against all claims,damages,losses and expenses Including Attorneys fees arising out of stipulate an allowance for all lock sets.
goof Live Laad Ground snow load 12 26 35 45 55 6s 77 88 123 139 168 199 231 266 321 or resulting from the performance of the work-
20 psi 30 psf SO psf 70 psf 16 35 47 60 73 87 102 118 iso 186 224 265 3os 354 428 Solid Sawn Joist and Rafter Notching and Berin6 Umlts Stud Notching and Boring Ulnit• 21.Use waterproof membrane flashing over aft outside doors.
30. In any and all calms against the Owner or the Architect,or any of titter Agents or Employees,icy any Employee of the
m 43 58 75 91 109 128 147 188 232 280 331 385 443 536 Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or anyone for whose acts of them may
Roof Span(2 be liable the Indemnlficatlon obR ation under this ROOFING Peer roofing Halls,
4:Sz u Sz 70 89 ilo 13t is3 176 226 279 336 397 463 51z 643 g paragraph shall not be limited In any way by any limitation on the amount 1.Fasteners for asphalt shingles shall be galvanlzed steel,stainless steel,aluminum or co
12 24 36 12 24 36 12 2a 36 li za 36 28 61 62 104 129 153 179 206 263 325 392 464 540 620 750 Notch d or type of damages,compensation or benefits payable by or for the Contractor or Sub-Contractor under Worker's minimum 12 gage shank with a minimum 3/8"diameter head ASTM F 1667 of a length to penetrate through
Rafter 11a,4.s 32 69 94 119 146 174 204 235 301 372 448 530 617 709 957 Out&thhd of depth<1/4d , ,
Rafter Slope Required Number of 16d Common or40d Box Nails per Heel Joirnt Connection epic onir Hole edge Conpensation Acts,Disability Benefit Acts or any other Employee Benefit Acts. the roofing materials and a minimum of 3/4"Into the roof sheathing.Where the roof sheathing Is less than 3/4"
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 shalt penetrate through the sheathing.Fasteners shall comply with ASTM F 1667.
spacing in. 36 7s IDS 13a 164 196 z3o 264 338 109 132 156 182 797 9r4 outer 1/3 of dlatanee>s/e- g panty,or the Owner s Ilse of the ptemesis *IXCEPTtON:Asphaltstrip shingles shall have a minimum of six fasteners er sh)n le where the roof Is
12 3 5 8 3 6 9 5 9 13 6 12 17 1I 20 27 35 43 51 60 69 68 309 132 156 182 209 253 s
.pan only year from the date of the acceptance of the Owner.Granttn a Certificate of Octu
16 26 36 46 57 68 80 92 118 146 176 208 242 279 337 Hole diameter shall not constitute acceptance of the work P 9
16 4 7 10 4 8 12 6 12 17 8 15 23 <2/sd In one of the following catagories:(areas within 1 mile from the water)
3:12 20 33 45 58 71 85 100 115 147 182 220 260 303 349 421. single stud Hole diameter 32, Contractor shall Inspect site and make all appropriate Inqulrtr'es to determine conditions and field Construction criteria
19.z 4 8 12 5 to 1a 7 t4 z1 9 18 27 Stud 4 3/gd a. The basic wind speed per Figure R301.2(4)Is 130 miles per hour or greater and the eave
5:12 u 40 54 69 BS 102 119 138 in 219 264 3t2 36a 418 506 rice to submisslOn of bids,and shali make no additional calms regarding site COnfBtiOnS thereafter.
24 5 10 IS 6 12 18 9 17 26 12 23 3d 1/3 Joist DOUae gam' P Is 20 feet or higher above grade.
28 46 63 8t 99 119 139 list 206 255 308 364 424 499 590 depth,Max, 33. Contractor shall obtain all required approvals,permits,certificates of occupancy,Inspection approvals,etc.for work per peed per Figure R3012(4)Is 120 miles
1/a,niet b. The basic Wlnd s
12 3 4 6 3 5 7 4 7 10 5 9 13 32 53 72 92 114 136 159 184 236 292 352 416 485 557 674 depth,Max. U .' r•Min. Plats formed from agencies having Jurisdiction thereoL per hour iz greater.
2 Asphalt shingles shall nary be used on roofslopes of two units vertical In 12 units horizontal(2:12)or greeter.
16 3 5 8 3 6 9 5 9 13 6 12 17 36 6D el 104 lzs Is3 179 207 z65 iza 396 46a sas 6z7 7sA Hols edge 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a For roof slo
a:12 Z.Mh1 distance>5/8" building permit from the village prior to starting any work- pes from(2:12)up to(4:12),double tinderiayment 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 40 48 55 63 87 99 119 141 164 18R 227 R9052.7.
16 n 35 as Sa 63 74 as t0a 133 ls9 Iaa 21& zso 3oz 1/3 mist 35. The General Contractor shall coordinate scheduling ofSub-Contractors and other Contracts and shall provide every postl
24 a 8 11 5 9 13 7 13 19 9 17 z6 depth Max. 1/6 Nfat ble cooperative effort to coordinate completion of all work.The General Contractor shall anplete a comprehensive shcedule Asphalt shingit>s shall hateself-sealing strips or be InteNocking and dimity with ASTM D223 or D34b2.
20 33 44 ss 67 79 92 Jos 13s 166 199 23s 273 313 378 4.In areas where the avers a dal Item erature In January Is 25 degrees F(-4 d
12 3 3 5 3 a 6 3 6 8 a 7 1 t eepeh Max of all work pertaining to all contracts and shall submit same to the Owner In an acceptable fortnat for review well In advance of g ly P egrees C),or less or when
6:12 u 40 53 66 Ho 95 lit 127 162 199 239 2s2 3z7 376 4s3 Table R3012(1)criteria so designates,and Ice barter that consists of at least two layers of uderld
16 3 4 6 3 5 1 4 7 11 5 9 14 WOrk COmmenCgment cemented to g polymer modHled bltumin sheet shall be`used In 11eu of normal
5:12 28 47 61 77 94 111 129 148 188 232 279 329 382 438 529 gather or of a self-adherin
19.2 3 5 7 3 6 9 5 9 13 6 11 17 32 53 7o Ba l07 Iz7 Iss 169 215 z6s 319 376 436 sot 6os 36. Contractor shall coordinate construction activities with Owner to minimize Interruptions to normal owner operations. underiayment and extend from the eaves edge to a point at least 24"Inside the exterior wall line of the bid
37. The Contractor shall conduct all work In such a manner so to not Impair the structural Integrity or stability ofadl;jacent g.
2a 3 6 9 4 7 11 6 11 16 7 1a a 36 60 79 99 1u 143 166 190 242 29E 3S8 423 492 56a 680 structures,equipment,or utilitides.Should damage occur as a result of the work,the Contractor shall repair or replace said 5.All metal flashing where called for on plans shall be aluminum.
6.Contractor shall r required and shall connect them to the a
t2 3 3 4 3 3 a 3 a 6 3 5 8 12 z7 3z 37 a3 49 55 6z 76 94 11z 13z Is3 vs 2 u damaged Items to the saf3sfactlon of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs p ovlde gutters and leaders as pprovtW storm
16 3 3 5 3 4 5 3 S 8 4 7 10 16 36 43 so 57 65 73 82 102 12S 149 176 204 233 281 STRAPPING DETAILS associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. water drainage system as required.
7:12 .7.All exterior openings shall be property flashed.
t9.2 3 4 s 3 4 6 3 6 9 a 8 li zo 4s 53 62 72 e1 92 to3 u7 156 is7 220 254 29t 3s1 38. The Controdor shall have a competent representative or foreman present,who shall follow without delay all Instructions B.All work shell beer a written one(t)year guarantee from Roofln
24 3 5 7 3 5 a 4 8 11 5 10 15 7:12-12:12 24 54 64 7S 86 98 110 123 1S3 197 224 263 30s 3so 421 of the Owner or his/her assistants In the prosecution and completion of the work In conformity with this contract,and shall g Contractor from the date of the Owner's
za 62 74 87 100 114 229 144 178 218 261 307 356 408 .491 Sill Plate to Foundation Anchor Bolts have full authority to supply labor and materialsImmediat acceptance.
cry.The Contractor shall also have a competent representative avail-
12 3 3 3 3 3 3 3 3 5 3 4 6 32 71 a5 99 3 is 130 147 164 204 2SO 299 351 407 466 St,z able to redeye telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours. 9.All roof Intersections to have flashing to extend 8"(measured vertically)above flat root.
9:12 16 3 3 4 3 3 a 3 a 6 3 5 8 36 so 96 112 129 147 165 1R5 229 291 316 39s 4SA 525 63z Wall Stud 39. The Contractor shall,at all times,provide constatn and easy access and safe and proper fadlltltes for the Inspection of all 10.Built up roof Is to be of 3-ply built up roof with gravel topping;tie Into existing.
19.2 3 3 4 3 4 5 3 5 7 3 6 9 Bottom Plate parts of the work. 11.New work shall tie In and lap s0 as to prevent leakage.
Wall Stud 12.Ali exterior nailing shall be aluminum or ivanized.
2a 3 4 5 3 4 6 3 6 9 4 8 12 Anchor Bolt Anchor Bolt ° 410. Before any payment will be made by the Owner,the Contractor shall deliver to the Owner any waiver or releases ofany �
12 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 hls contractfor work completed as of the date of the request for payment 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 a 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL p lapped tinder sill plate Floor Jd3st • I . ° all manufacturers'warranties,guarantees,operational and maintenance manuals pertaining to his work;furnish evidence vveentionators.Flashing to be provided at hips,ridges,valleys,changes of roofstope,gable ends and top offoun-
feel Stra
12:12 sr • I o s satisfactory to the Owner that all payrolls,bills for labor, materials and equipment and other Indebtedness connected with hit
19.2 3 3 3 3 3 a 3 a 6 3 5 7 (• P P q ) b c CSZO T M I N. I ° work for which the Owner or his property might In any way be responsible,have been paid or otherwise satisfied.Each con 14.All skylights Irrstelled In roof system with pitch of 3/12 or less ere to be mounted on min.4"high curbs.
In ounds er s uare foot MEMBERS ' 15.Install shims to provide roof pitch under sheathin and
24 3 3 a 3 3 5 3 5 7 3 6 9 ° I• tractor shall also deliver to the Owner written guarantees In form and whose tears and extent will be established In the g perpendicular to the roofJolsts to provide for roof
agreements between each Contractor and the Owner. venting In flat roof areas.
USE LIVE LOAD ALLOWABLE I� • d 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 ere to have 1/2"foam sound Insulation over PVC piping.
Table 3.10 Roof Sheathing Attachment Requirements for Wind Exposure B STRUCTURAL MEMBER I I SIII Plate `_ •
M g 6 DEFLECTION I�I world of his contract,no Contractor shall endanger•any work of any other Contractor by excavating,cutting,or otherwise ELECTRICAL NOTES
Uninhabitable attics without story a 10 - J_
Loads b n Rafters having slopes greater than 3:12 with = Steel Strap lapped under altering any work ofany other contractor,and nib Contractor shalt do so without die prier written consent of the Owner. Any 1.All electrical work shalt be confined to the space and location allowed for It and shall be In strict confor-
Uninhabitabte attics with limited storage 20 L/180 sill plate CS20 costs caused by defective or III-timed work shall be borne by the party responsible therefore. mance to the National Electric Code and overnin munid tt
swnd speed 3-sereeds,+n lrWh) finished ceiling not attached to rafters I I f jI " " 42. Contractor shall brace,shore,reinforce and/or underpin all structures,Including neighboring structures,as required for g g ty'
so n too Cos Ito its tin tm t4o tso t°o t7o ten Iss Habitable attics and attics served with fixed ;I I I�I M_ 5/8 d'la.W/3 square washer safe o eration.The Contractor Is to take all necassa 2.Provide separate drcults for ell appliances,amides t>s based on manufacturer specifications.
tree F1r++re I.t) 9
Fastener spacing stairs 30 Interior walls and partitions H/180 P ry and prudent steps to shore and brace exlsdng structure prior to 3.Contractor Is to verify with owner,if the owner will be purchasing appliances and having them Installed by
Rafter Installation of headers for new openings. The proper and safe execution of this work Is the sole responsibility of the Contractor. others prior to submitting a bid on the project
rrnns Pant late„"- a Floors L/360 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,such as scaf 4.Contractor stall install,as per Owners direction,any and'all Intercom,alarm,thermostat,telephone and/or
sneatNdg Lentiod' tJplih Load per Nail(Ibs} Balconies(exterior)and decks 40 s, gs, y protectlolns,etc.,for TV Antenna wlrin
sexing Edges sepparts folds,steging,pletforrtls,runways,hoists,ladders,chutes,temporary flooring,guard rallln Sfiaftwa
fit•) P"-1 l+"•I Ceilings with brittle finishes(including plaster the protecdoln ofwor•kmen and of the ublic shall be rovided erected and maintained In accordance with the requirements g e walls prior to s ork o nforr All wMng shall be concealed M walls, d o or u�derw.
Fire escapes 40 L/360 P P � 5.All wiring shall be copper and ell work conform with NEC and NYBfU end shalt be Board of Flre Underwriters
6 I2 17 19 21 23 25 28 30 3s 41 47 s3 60 67 7& and stucco) A L ,1 of the New York State Building Construction Code,and all other laws, rules,or ordtnaces of all Governmental Agencies having approved and Include the following• -
6 6 9 to it 12 13 14 is to 21 24 27 30 34 39 Guards and handrails° 2001i Ridge Structural Ridge Ra f ter to S LUU Jurisdiction.Contractorshall provide,erect,maintain those Items required for use,obtaining all necessary permits,Inspections a)all wirin
12 4 4 6 7 7 8 9 9 to 12 14 16 to 20 23 26 Ceilings with flexible finishes(including t for new switches,outlets,brea es,re Indict a necessary to allow for all new work,all rewiring of
and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise eldsting fixtures and labeling of dreutt breakers to Indlcete circuit use.
3 3 5 s 6 6 7 7 a 9 10 12 14 is 17 20 Guard in-fill componentsf 5011 gypsum L/240 stipulated. - b)furnish NFBU Certiflcate at completion of work. , Carbon monoxide R314&R315
6 12 23 25 z8 31 34 37 40 47 54 62 70 79 89 104 44. Con actors shall make timely submissions to the Owner of thevarious Items as set forth so as to allow reasonable and ade 6 Furnish and Install single station smoke detecting alarm deYlce In compRantx with Sec: of NY5 Building
6 6 12 33 14 16 17 19 20 24 27 31 35 40 4s s2 Passenger vehicle garages' 50' board) ,a._�a , 4 a71PP ,p ,possible resubmlSSlon and fora ravel of submlsslons without deli n the
16 ty� quote time for review ossible correctioln
4 a 6 9 7 to li 9 14 16 18 11 24 27 30 3s All other structural members L/240 rs 15v 33 r ress of the entire roject or any phase of the ro ect PP Code and shall be provided outside each separate sleeping Brea,In each sleeping space end on each floor level.
3 3 6 7 7 a 9 9 I0 1z l4 16 16 zo z1 z6 Rooms other than sleeping rooms 40 12 M Ill. 12 Mill• e p °g P P j 7.Contractor shall verify with the owner,location and quantity of fighting fixtures,switches,outlets
etc.prior
Interior zone 6 12 z7 30 33 17 20 44 43 s6 6s 74 64 95 107 t2s Exterior walls-wind loads"with plaster or E.PrOtllde agm nlmum of one outlet in a hallway that exceeds 9'-0"In length.
6 6 9 15 I7 19 2a 12 z4 2a 33 37 42 ea 54 63 Sleeping rooms 3o H/360 • These plans are designed in accordance with the American Forest& Paper •g.ProwdeoneoutletIneachroom6minimumof6'-o"fromtheentrancetothatroom.
19.2 stucco finish •
4 4 9 ]0 11 12 14 15 /6 19 22 25 26 32 36 42
3 3 7 B 9 9 10 I1 12 14 17 19 21 24 27 32 Stairs 40c a CS20 a ' Association Woof: Frame Construction Manual for one and two-famil dwellin s ery
6 U 34 37 41 46 so 5s 59 70 81 93 1US n9 t J3 15b _ Exterior walls-wind loads with other brittle (�S20 0 10.Provide a minimum of one GFl outlet within 3-0"ofany sink and a minimum of one In eY bathroom
6 6 17 19 21 23 25 2A 30 3S 41 47 S3 60 67 7R finishes N/240 0 ° + g unless otherwise spedfled.
24 4 4 12 13 14 16 17 19 20 24 27 31 35 a0 4s sz TABLE R402.2 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 1 12 13 14 is 1° 21 24 27 30 34 39 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind loads"with flexible oo c
6 12 3z 3s 39 43 47 51 s6 66 76 a7 99 112 125 147 H/12od LSU These plans comply with all of the requirements of the followin project prior r t verilttlng a bid.
CONCRETE finishes T1� 12.Controdor to verify locations of masts,meters,sub-panels,etc for relocation as required for the project.
6 6 16 36 20 22 24 26 2a 33 3a 44 so s6 63 74 Contractor must also notify the Architect of locations If not shown on plans.
1z •2020 N.Y.S.Building Code •2020 N.Y.S. Mechanical Code
4 4 8 9 13 1s 16 17 19 22 26 29 23 38 42 49 Lintels supporting masonry veneer walls° L/600 •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code
3 3 ° 9 10 11 12 13 14 I7 19 22 25 2a 32 37
MINIMUM SPECIFIED P AUMBIN 9 NOITES II be In strict conformance with all state and local codes
6 13 42 47 52 s7 63 68 74 87 101 116 131 149 167 196 COMPRESSIVE STRENGTH° 2.Hot water heater shall have a me t con,tam
16 6 6 - 21 24 26 29 32 34 37 44 51 ss 66 75 A4 qA TYPE OR LOCATION OF CONCRETE (fe) MTS30 •2020 N.Y.S.E:xistin Buildin Code •2020 N.Y.S. Pro g egrees F.
4 • 14 16 is 19 27 23 2s I9 34 39 44 so s6 6b • All roofs ceilings floors designed g 9 pertyMaintenanceCode peroturesettln ott40d
CONSTRUCTION A ' ,3.Provide hot and cold water supply Ines to a new refrigerator as required by manufacturers specifications.
3 3 1I 12 13 is 16 17 19 22 26 29 33 1A 42 49 Weathering Potential' ----- - . •2020 N.Y.S.Energy Conservation Code •2020 NFPA 70 National Electric Code 4.Provide Insulation on all new piping as required by code.
Perimeter Edge Zone 5.Remove and relocate all existing piping as required to assure the proper execution of the work
6 32 so s6 62 6a 75 82 s9 Ins i t 139 Iss /79 too I la For dead load of 10 P.S.F. •2020 N.Y.S.Fire Code •2020 Uniform Code supplement 6.Below grade waste lines shall be XHCI piping.
6 6 2s 2R 31 34 3A a 4s 51 6i 70 79 90 too us Negligible Moderate Severe
19.2 4 4 17 19 21 23 25 28 30 35 41 47 53 60 67 79
3 3 13 14 16 17 I9 21 21 27 3t 35 40 4s so 59 Basement walls,foundations and 7.Potable tines shall be type"L"copper.
6 13 63 70 78 as 94 102 u1 131 152 174 198 223 250 294 other concrete not exposed to the 2,500 2,500 2,500° •2020 N.Y.S.Plumbing Code •2020 Supplement t0 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 s1 56 66 76 87 99 112 125 147 weather Conservation Construction Code %Sanitary disposal system shall be County Department of Health Services approved for design and
4 4 II 24 26 29 32 34 37 44 51 58 66 75 84 98
Instaltation.The Owners surveyor shall be responsible for design and locations of these facilities as well as
p Corner Holdown n,T approvals. p
3 16 IR 2D 22 24 26 28 31 38 44 s0 56 63 74 Basement slabs and interior slabs 2,500 2,500 2,50oe Column Ca Floor to Floor onnection obtalnin all ermitsor
ForSa. Duna er s uare Inch•6.E95 kPa. ILENCiTH 10.Contractor shall provide hot water baseboard heat throughout at perimeter walls unless otherwise noted
Fastener spacing on grade,except garage floor slabs P p 9
Uplih Load per Nail(16s)
Gable Endwall Rake or fin•) a.Strengm at 29 days psi.
Basement walls,foundation walls, GENERAL NOTES 11.Wetermelnmustbe7-0 awa framrthesanita dls osal p,
Rake Truss with up to 9" 6 IA 31 35 3A 42 46 SO 59 6A 7a Be 100 112 73l b.See Table R301.2(1)for weathering potential. H p(,� ENO ' " y ry p system and 4'-0"dee
exterior walls and other vertical LENGTH 12.In bearin P P P g,
Rake Overhang a 19 21 23 26 28 3t 33 39 45 52 59 67 75 8A Z500 3,000d 3,000d c.concrete in these locations that is subject to freezing and thawing during „• g walls or partitions,no stud Is to be cut more than 1/31Ls de tit t0 reCt'IYe I In dud or eledri-
concrete construction shall be air-entrained concrete In accordance with Footnote d. a 12 1. The mechanical system shall be installed in accordance with chapters 12-24 of the
14 16 16 19 21 2i 25 J0 34 39 44 50 51, bb I(�.' Cal work.
work exposed to the weather d.Concrete shall be sirentrained.Total afr content(percent by volume of UU _ • 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 1n 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 cementitious materials content o 4D CLEAR
Exposu re B 6 Residential Code of New York State.
Table 3.11 Wail Sheathing and Cladding Attachment o SPAN 14.All drain,waste and vent piping and fittings to be PVC-DWV
exposed to the weather,and garage 3,500d• f.For garage floors with a steel-troweled finish,reduction of the total air content • 3. The electrical equipment and wiring shall be installed in accordance with chapters
Requirements for Vl/tact Loads floor 2,500 3,000d, t e,f (percent by volume of concrete)to not less than 3 percent is ° 34-41 of the Residential Code of New York State.
permitted 8 the
slabs specified compressive strength cif the concrete is increased to not less than ° 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 "i. END 5. In all frame walls,floors and roof/ceilings comprising elements of the building thermal
9Cl 95 100 105 110 115 120 t30 140 150 160 170 i8o 195 LENGTH envelo e,a moisture va or retarder shall be installed on the warm in winter side of the
(mph) TABLE R301.2(f) „ P P
See Fi ure 1.t CLIMATIC AND GEOGRAPHIC DESIGN - \ f r� CS20 12 insulation in accordance with section R318.
6. Wall and ceiling finishes shall have a flame spread classification of not greater than 200
STRUCTURAL SHEATHING CRTTERIA � �!e•' o 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
WiNDDESIGN SUBJEC7TODAMAGEFROM Column Base
Stud Spacing ;, 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 8d Common Nails or 10d Box Nails(inches,o.c.) SHEATHING
(inches,o.c.) SNOW Speeds Topographic Speelal wind Wind-borne DESIGN Frost DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SIDING Index of not greater than 450 in accordance with section of the R302.10
12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 t2 6 12 6 12 LOAD° k CATEGORYr Weathering° line TermRe' TEMPS REQUIRED' HAZARDS° INDEX' TEMPI 8. Interior wall covering shall be in accordance with section R702 and exterior wall
(mph} effects region debris Zorte"' b FLASHING FOR coverin shall be in accordance with Section R703. _ r- T TiTI�
Interior lone 16 6 l2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 1Z 6 12 6 12 6 12 6 12 6 12 depth WATERTIGHTESS g ti.`.t< t`
9. Asphalt shingles shall be installed in accordance with section R905.2 -4 E N E R A L NOTE S
24 6 :12 6 12 6 12 6 12 6 12 6 12 6 12 6 1Z 6 12 6 12 6 12 6 6 6 6 6 6 20 Ib 130 Yes No B Severe 36" to H 15° Yes 150 ° "'
45 ABA44 DECKING �� ��S• t"':��a.�N
12 6 :12 6 12 6 12 6 12 6 12 6 11 6 12 6 12 6 12 6 1 6 12 6 12 6 12 6 12 MANUAL J DESIGN CRITERIA" Or< o e -,2/+ p� Q. iT 1�IE
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 ° APPROVED JOIST HANGERS °{ ;P$"� ,k.rk
Indoor Heating p i?',. Y�r 'r
24 6 '12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 11 6 12 6 6 6 6 6 6 6 6 Winter Summer Altitude Design 2'MIN. 2xLEDGERNTHFASTENERS ra" x_l s"�
E►evation Latitude deSlgll temperature . IN ACCORDANCE WITH TABLE R5072 <" :•`«m -
heating cooling correction factor temimature cooling
BOARD SHEATHING or LAP SIDING temperature difference .:• "� T
�r « f KElV NETH SCHULRZAN
as• HOLD-DOWN DEVICE MIN 750 L8.CAPACITY �n4;:;, �-,;;?.
-:r FLOOR JOISTS AT4 LOCATIONS,EVENLY DISTRIBUTED
Sheathing Size Rafter/TrussSpacing !-.•• :. •,-:-. ALONG DECK AND ONE WITHIN24'OFEACH 'n-H - l,.RL'HrjZLL'T,p.O, DATEt
Minimum Number of Sd Common Nails or 1od Box Nails :•,,. -�a4:-:
(inches•O.C.) C;oolin wind Wind veloC Coincident Dell Winter SUmmer END LF THE LEDGER.HOLD-DOWN DEVICES .�,,�-�
Per Support 9 y 1-*.t'. F SHAD-DOWY ENGAGE TURER.IST PER tio.Gerd' 209 LYNN AVEDx'LTE 50A3LEI
tempetaruredifference velocity heaUrtg cooling wetbulb rang2 htm3idity humidity - HOLIi DOwN MANUFACTURER.
l; Typical DTT1Z Deck-to-House of;�' ,:� E.NOR=ORT,N.Y. 1173JL �.,
Ix6 of Ix8 Sheathm 12-24 2 z 1 z 1 z 2 z z z z z 2 z ^�r�t TEL. /FAX.t631)W-2388
Lateral Load Connection SCREWYPREDRIDLL D7W/DMINN..TPE ETRATION r e�i';�J JM NO, �T NO.
ix 10 or Lae er Sheathm 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 TO CENTER OF TOP PLATE,3TUDS,OR HEADER.