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HomeMy WebLinkAbout51585-Z pF SOUT�o`G Town of Southold * * P.O. Box 1179 a 53095 Main Rd "OUNM Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46844 Date: 02/06/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 5765 Stillwater Ave Cutchogue, NY 11935 See/Block/Lot: 13 7.-4-5.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/25/2024 Pursuant to which Building Permit No. 51585 and dated: 01/24/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Interior alterations to convert an existing attached garage into an office and bathroom The certificate is issued to: Mauri-Knise R Rev Trt,DiGregorio FJ Rev Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51585 12/05/2025 PLUMBERS CERTIFICATION: Ethan Romanelli 02/06/2026 utho iz S nature ho�""Of Sao ryo�a TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY r�ournr.�`` 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#: 51585 Date: 01/24/2025 Permission is hereby granted to: Mauri-Knise R Rev Trt 5765 Stillwater Ave Cutchogue, NY 11935 To: Construct interior alterations to convert an existing attached garage into an office and bathroom as applied for.Amended 11/17/25 to reconfigure floor plan. Premises Located at: 5765 Stillwater Ave, Cutchogue, NY 11935 SCTM# 137.-4-5.1 Pursuant to application dated 11/25/2024 and approved by the Building Inspector. To expire on 01/24/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $374.00 CO Single Family Dwelling-Addition/Alteration $100.00 Amendment Fee $0 Total $474.00 J�.& Building Inspector hog*OF Sao lyo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE 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#: 51585 Date: 01/24/2025 Permission is hereby granted to: Mauri-Knise R Rev Trt 5765 Stillwater Ave Cutchogue, NY 11935 To: Construct interior alterations to convert an existing attached garage into an office and bathroom as applied for. Premises Located at: 5765 Stillwater Ave, Cutchogue, NY 11935 SCTIVI# 137.-4-5.1 Pursuant to application dated 11/25/2024 and approved by the Building Inspector. To expire on 01/24/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $374.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $474.00 Building Inspector pF SO�TyO�o Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 �O Southold,New York 11971-0959 ��yCOUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rosemary M Knise Address: 5765 Stillwater Ave city: Cutchogue st: NY zip: 11935 Building Permit#: Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Gerard Electrical License No: 40564ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Surveyl IMezzanine Garagel IDock INVENTORY Service 1 ph In-wall Heater Recpt 7 Ceiling Fixtures Smoke Detectors 5 Pump Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 CO Detectors 2 Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 9 Combo Smoke/CO Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights Fridge AutoCover ARC 2 Blower Heads Switches 9 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: Garage Converted to Living Space Inspector Signature: Date: December 5, 2025 VWf 6 t 54375 Main Road ;4 P.O.Box 1179 Soulhold,NY 11971-0959 6 2026 FEB BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date- /�O /� Building Permit No. Owner:—Af4f?rj -a Arc e.0rio (Please print) Plumber: �an )?6 OA 6 e I C (Please print) I certify that.the solder used in the water supply system contains less than 2110 of 1%lead. (Plumbers Signature) Sworn to before me this day of bt OVAI 1 20 cp 67 CONNIE D.BUNCH %, Notary Public,state of New York Al � No,01 BU6185050 Qualified In Suffolk County Commission Expires April.14,2-9 � Not,-"Public,-fvlq� County OE SOUTyO� - - ----- # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FO DATION 1 ST/ REBAR [ � ROUGH PLBG. [ _] OUNDATION 2ND [ ] INSULATION/CAULKING [ .FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ .] FIRE RESISTANT'CONSTRUCTIOW [ I FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARK l DATE INSPECTO -mk OF SOUThO� # # TOWN OF SOUTHOLD BUILDING DEPT. "Cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] R H 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 Q� REMARKS: /pyk wd 0 is cy-v/ c @ �v r [Ahpy Vn-�� DATE NAY INSPECTOR pF SOUTyolo * .-TOWN OF'SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION . 000 [ ] FOUNDATION 1 ST/ REBAR [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. .[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKSee---w6� C., Jse� CAV W�A✓� t4otex nfl VV, CAM _ &6 UA • DATE INSPECTOR f SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 5,q,5 1 NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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: kvm Ab 1444A cv* • 1� s � 2 i DATE GY1 INSPECTOR UF SOUTyO� �- 'a # TN OF SOUTHOLD BUILEANd PT. 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) 't ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ ]_PRE C/O [ ] RENTAL REMARKS.: e � DATE r INSPECTOR a souryo� �j r �� �5 7 - - OF SOUTHOLD BUILDING DEPT. o tm��' 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) r-1 CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: g ra / l DATE INSPECTOR /I .'IELD INSPECTION REPORT ,1" DATE COMMENTS FOUNDATION (I S T) -------- - -- ---------- ----- -------------------------------------- FOUNDATION (2ND) �}-- V� — o — _�-���� off.- cn ROUGH FRAMING& �� � � PLUMBING 1 INSULATION PER N. Y. STATE ENERGY CODE ILA-` N N FINAL - — --- -- ADDITIONAL COMMENTS 1 n -r�-� -=- -- __ _ ro - /�O�gU4F0(y DsC TOWN OF SOUTHOLD—BUILDING DEPARTMENT ;a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 119 p1-0959 �gol gaol � Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Dat=_Received APPLICATION FOR BUILDING PERMIT For Office Use Only � W PERMIT No. 5 1 5 5 .5 Building Inspector: NOV 2 5 _ �J�?,q `Applicatfons and forms must be filled,out in their entirety Incomplete applications will not be accepted., Where the-Apphcantis not the owner,an '.�:• ,� Owner's Authoriation�form(Page 2)sFall be completed. Date: OWNER(�S)�OF PROPERTY =Y Name: I� N L .0 SCTM #1000- _ S Project Address:S b TI Ll.'W A T Iv g )*.\i ►_. �.\9 'T G "� � � Phone#: 2. — (fib 2r Email:frf9P►N1 =14%lgv%e=k019Ya.Zc� Mailing Address: S LL W flil T G Z� CONTACT PERSON Name: N P% N Mailing Address: ,> i�U ,��5� © T Phone#: G ( ^3(-(e, a D e -r :U .c.0 DESIGN P�R1OFESSIONAL INFORMATION Name: r�'�-1V 5� oo -1V Mailing Address: ,V1Z . Phone#: �? � 8 „2� Email:L., CONTRACTOR INFORMATION': Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other C-4 1►_9 )F--' 4 V N V IS IS 56o N $ Will the lot be re-graded? ❑Yes`�llo Will excess fill be removed from premises? ❑YesXNo 1 i PROPERTY INFORMAL ION Existing use of property: IA1M 1 �. Intended use ofproperty: tow 1aU. 114 V>w C)-'L IN CA Zone or use district in which premises is situated: Are there any covenants and restri:tions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Cheek BOX After F$2adlri The owner contractor desi n rofessional is responsible all dreina a and storm water issue / / g P P g s as provided by Chapter-23'6 of the.Town Code APPLICATION IS HEREBY MADE toahe Building Department'foethe issuance of a Building Permit pursuant to the Building;Zone Qrdlnance of the Town of Southold,,Suffolk,County,New York and other applicable Laws,,0i dinances or Regulations;for the.cynstruction of buildings, r.addittons alterations or for removal or;demohtio_n as herein described The'applicant agrees to comply with all applkable la,u- ordinances building code, rt. housing code antl regulations and to admit authorizetl inspectors on premises and In buildings)for neces§ary Inspections.Falsa statements ma erein.are. punishable;as a Class A misdemeanor pursuant;to Section 230 45 of the New:Yorkstate;Penai Caw: AApplication Submitted B (print m �c* uU�'�t9 pp y(p ;&Authotized Agent ❑Owner Signature of Applicant• Date: STATE OF NEW YORK) II SS: COUNTY OF SU j!r o\ h ) 5c-8 0 1, A N being duly sworn, deposes and says that its)he is the applicant (Name of individual signing contract) above named, (S)he is the N,A 6t� I -t'�C,l (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work an.-I to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of uAo�r 20 AMYM.LYNCH 4Not��Ubliic Notary Public,State of New York No.01 LY6150109 Qualified in Suffolk Count"' Commission Expires July24,20 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, PIN C>UAA =!�j0Ki1v residing at 7CDS 5^C 1ILVViA-TM e!�Ij-T U fF-- do hereby authorize { OV 15c- fAj Lm-lk" to apply on my be f t t e Town of Southold Building Department for approval as described herein. � � —• 30 _2y r' 4iiature Date hXJ L 61 A.1 E) R1,>J Print Owner's Name 2 •,rr�ax.^.rtr Town Hall Annex i Telephone(631)765-1802 54375 Main Road ;{ Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 Ile ;. BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION POSE-ENGINEERED WOOD CONSTRUCTION SAND/OR TIMBER CONSTRU MON Date: B - t S ` 7— y Owner: f 6 p.." Y) 'flj(-q C) O Location of Property:S-7 koS 5-N 6I•'C VV--- a G vT O4 U P_ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): 1�!,: f\) X'W A M Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 � IfFDl,tCO BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD H x Town Hall Annex- 54375 Main Road - PO Box 1179 o� y�y= Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c_southoldtownnv aov - seand( southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: G24-cxr V FA-e_C_�C_0 C_ Electrician's Name: 470c,_cb V `V k_cc_i D License No.: rA E- Lt psi Elec. email: G 2r;,-,-r�I c .eC� i cal Gk4', ,GO Elec. Phone No 6-j l '� �{ �Z� ❑I request an email copy of Certificate of Compliance Elec. Address.: 3 Lk 8 W I t'`[ 2 JOB SITE INFORMATION (All Information Required) Name: ✓' e Address: _G VL 4rc vhco ct Cross Street: CA , Phone No.: )a 6 BIdg.Permit#: ��j�Gj email: �G 6 `_— - vfi o ,l ��rc Tax Map District: 1000 Section: _ Block: Y Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Circle All That Apply: Square Footage: 173-71 Is job ready for inspection?: [ YES ® NO [Rough In [ Final Do you need a Temp Certificate?: [ YESDNO Issued On Temp Information: (All information required) Service Size Ph❑3 Ph Size: . !O A #Meters�_ Old Meter# ❑New service[-]Fire ReconnectnFlood Reconnect[]Service ReconnectOUnderground ElOverhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: pp � ©V1 J e �ova c)� �� � ow oPac�j A�o.0 c aL� PAYMENT DUE WITH APPLICATION �OFF04ei BUILDING DEPARTMENT-Electrical Inspector Gy`k TOWN OF SOUTHOLD o x # Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerra-southoldtownny.ctov — seand southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Ge,rar k-� FA-e-c4_jc_ J c- Electrician's Name: -f 0c, Q j Q\_v Lcc.t e7 License No.: [A F_- 't VS(,Lt Elec. email: Elec. Phone No &b 1 !--f�i4, ❑I request an email copy of Certificate of Compliance Elec. Address.: 3 L� 8 W 4�; ST Q ear Vc,—VL JOB SITE INFORMATION (All Information Required) Name: 7 e Address: Cross Street: „ U Phone No.: 'JL Bldg.Permit#: rj� email: Tax Map District: 1000 Section: Block: _ Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQU RE FOOTAGE (Please Print Clearly): Square Footage: a Circle All That Apply: Is job ready for inspection?: YES NO Rough In 0 Final Do you need a Temp Certificate?: YES,F] NO Issued On Temp Information: (All information required) Service Size(Ph❑3 Ph Size: U C) A # Meters�_ Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect Oservice Reconnect QUnderground[JOverhead #Underground Laterals 1 FJ2 H Frame Pole Work done on Service? MY FIN Additional)Information: ` (� CA' Go4r ),e -1� cm3 D��9�[-C�-P; AcAz 4 f R -C&P'l PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches, IN Outlets ] r G F I's Surface Sconces H H's I1 r lI I UC Lts Fridge HW POOL Fans c Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes*, r DW Generator Salt Gen. • Carbdn- ,;,; G.rb•Dis Water Bond ^ M.LCrO r Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments a Generated by REScheck-Web Software Compliance Certificate Project Digregorio Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Alteration Project SubType: None Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 5765 Stillwater ave Kenneth Schulman Cutchogue, Ny 11935 Kenneth Schulman architect pc 209 Lynn ave East northport, Ny 11731 631-368-2388 Ksarchitectl@gmail.com �Compliance: Passes using UA trade-off Compliance: 6.9%Better Than Code Maximum UA: 58 Your UA: 54 Maximum SHGC: 0.40 Your SHGC: 0.20 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck, Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies GrossArea Cavity Cont. Prop.Assembly Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 312 30.0 0.0 0.035 0.026 11 8 Wall:Wood Frame, 16" o.c. 321 19.0 0.0 0.060 0.060 17 17 Door: Solid Door(under 50%glazing) 20 0.260 0.320 5 6 Window:Vinyl Frame SHGC: 0.20 15 0.260 0.320 4 5 Floor:All-Wood joist/Truss - 239 30.0 0.0 0.033 0.047 8 11 Window:Vinyl Frame SHGC: 0.20 15 0,260 0.320 4 5 Door: Solid Door(under 50%glazing) 20 0.260 0.320 5 6 Project Title: Digregorio Report date: 11/10/24 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory req d in the REScheck Inspection Checklist. Name-Title Signatu� w�S � � Date SO f4 OF rgB�4 Project Title: Digregorio Report date: 11/10/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions, &RegJD 103.1,. Construction drawings and INComplies 103.2 documentation demonstrate ❑Does Not [PR111 ;energy code compliance for the ;❑Not Observable building envelope.Thermal 'envelope represented on ❑Not Applicable :construction documents. 103.1, Construction drawings and r ®Complies 103.2, documentation demonstrate '❑Does Not 403.7 energy code compliance for [PR3]1 'lighting and mechanical systems. j []Not Observable " ;Systems serving multiple a, z❑Not Applicable dwelling units must demonstrate 'compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: AComplies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling:Manual J or other methods Coo ling: Btu Cooling: ❑Not Observable Btu approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact(Tier 3) Project Title: Digregorio Report date: 11/10/24 Data filename: Page 3 of10 section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to lComplies [FO1112 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable IMNot Applicable 403.9 Snow-and ice-melting system controls:❑Complies [FO12]2 installed. ❑Does Not J . ❑Not Observable NNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Digregorio Report date: 11/10/24 Data filename: Page 4 of10 Section. Plans!lerified Field Verified# Framing/Rough-In Inspection haler valueCompiies? C®mments/AsIsumptions &.Req.l D 402.1.1, Door U-factor. U--ZG U- ®Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 []Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U--.R=G U- ®Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable 303.1.3 'U-factors of fenestration products'. `®Complies [FR4]1 are determined in accordance ❑Does Not 'with the NFRC test procedure or ,taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier p 'EC omplies [FR23]1 'installed per manufacturer's ❑Does Not „ 1 instructions. �❑Not Observable ❑Not Applicable 402.4.3 .Fenestration that is not site built "Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440{, ;❑Not Observable or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code PP limits. 402.4.5 IC-rated recessed lighting fixtures QlComplies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 'Supply and return ducts in attics ❑Complies [FR12]1 ;insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and, = ❑Not Observable return ducts in other portions of ®Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter, 403.3.2 ;Ducts, air handlers and filter ' ❑Complies [FR13]1 -boxes are sealed with ❑Does Not ;joints/seams compliant with :International Mechanical Code or ;❑Not Observable . 'International Residential Code,as° ®Not Applicable applicable. 403.3.5 ;Building cavities are not used as ;WComplies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2" above 105 OF or chilled fluids ❑Does Not ;below 55 OF are insulated to >_R ❑Not Observable -®Not Applicable 403.4.1 Protection of insulation on HVAC ` ;❑Complies [FR24]1 'piping. ❑Does Not ❑Not Observable ®Not Applicable 403.5.3 'Hot water pipes are insulated to R- R- ;Complies [FR18]2 '>_R-3. '❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Digregorio Report date: 11/10/24 Data filename: Page 5 of10 section Plans Verified Field Verified # Framing/Rough-In Inspection C®rrsplies? Comments/Assurxoptions & fteq.ID Value Value 403.6'. jAutomatic or gravity dampers are ®Complies [FR19]2 I installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable . ""]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Digregorio Report date: 11/10/24 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.l® 303.1 All installed insulation is labeled ,• :WComplies [IN13]2 or the installed R-values I❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, 'Floor insulation R-value. R- 30 R- ;®Complies See the Envelope Assemblies 402.2.6 Wood ❑ Wood '❑Does Not ;table for values. [IN111 ❑ Steel ❑ Steel [-]Not Observable 4; ❑Not Applicable 303.2, Floor insulation installed per 1 Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN211 in substantial contact with the underside of the subfloor, or floor i; ❑Not Observable framing cavity insulation is in ,T❑Not Applicable contact with the top side of sheathing, or continuous .insulation is installed on the underside of floor framing and extends from the bottom to the 'top of all perimeter floor framing 1- members. 402.1.1, Wall insulation R-value. If this is a R- R- ::®Complies See the Envelope Assemblies 402.2.5, mass wall with at least 112 of the Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN311 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 1 303.2 Wall insulation is installed per Complies [IN411 manufacturer's instructions. :. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Digregorio Report date: 11/10/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R Complies .See the Envelope Assemblies 402.2.1, Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per Complies 303.2 manufacturer's instructions. ❑Does Not [F1211 :Blown insulation marked every _ 300 ft2. ❑Not Observable ;::❑Not Applicable 402.2.3 Vented attics with air permeableComplies [F[22]2 insulation include baffle adjacent ! ❑Does Not jto soffit and eave vents that = extends over insulation. ;❑Not Observable . ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [F1311 'insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ®Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = []Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ®Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F12711 determine air leakage with ft2 ft2 ODoes Not ;either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch IINot Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in []Not Observable tests,verification may need to ANot Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ®Not Applicable 403.1.1 :Programmable thermostats ®Complies [F19]2 installed for control of primary ❑Does Not heating and cooling systems and „ initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies [F[10]2 on heat pumps. ❑Does Not ❑Not Observable ®Not Applicable 403.5.1 `:Circulating service hot water .❑complies [FI11]2 ;systems have automatic or ❑Does Not 'accessible manual controls. ❑Not Observable ' Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Digregorio Report date: 11/10/24 Data filename: Page 8 of10 Section Plans Verified Field Verified #- Final Inspection Provisions Value Value C®mplies7 Comments/Assumptions & Req.ID 403.6.1 . 'All mechanical ventilation system ❑Complies [F[25]2 ,fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy :and air flow limits per Table ❑Not Observable R403.6.1. :5Not Applicable 403.2 Hot water boilers supplying heat " ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor NNot Applicable temperature. ;. 403.5.1.1 Heated water circulation systems I - ❑Complies [F]28]2 have a circulation pump.The ❑Does Not ,system return pipe is a dedicated return pipe or a cold water supplyl ❑Not Observable pipe.Gravity and thermos- Applicable . :syphon circulation systems are not present, Controls for circulating hot water system pumps start the pump with signal for hot water demand within the , occupancy.Controls automatically turn off the pump 'when water is in circulation loop is at set-point temperature and f no demand for hot water exists. : 403.5.1.2 ;Electric heat trace systems - ❑Complies [FI29]2 - comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically :adjust the energy input to the ;,' Not Observable heat tracing to maintain the Not Applicable desired water temperature in the piping. 403:5.2 :Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water Not Applicable piping to <= 1049F, 463.5.4 Drain water heat recovery units ❑Complies [F131]2. tested in accordance with CSA ;❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for Not Applicable individual units connected to one ' or two showers. Potable water side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ®Complies [FI611 fixtures have high efficacy lamps }" ❑Does Not s❑Not Observable El Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies [F123]-9' no continuous pilot light ❑Does Not ";❑Not Observable . ; Not Applicable 401.3 ;Compliance certificate posted. ❑Complies [FI1]2 ❑Does Not .,._ ❑Not Observable `JlNot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Digregorio Report date: 11/10/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final-Inspection Provisions Value Value Complies? Comments/Assumptions &-Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not ;systems have been provided. ❑Not Observable . *Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Digregorio Report date: 11/10/24 Data filename: Page 10 of10 i �( 2018 I ECC Energy j Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.26 0.20 Door 0.26 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments oad R = STILLWATER AVENUE M p t`1 U T rDm or rAvMM AN sJ - - --- r --5---- w------- o`, 150.00 N .15 WE T Gn 1 J • ' EEL jREMoVc wALL --6 _ — 3. z CA 8G _ LU N .� car is ,,q-' ��\ �� 1 /0 4 for to _ X — oRr WnL• 7L4' I a 7.7 ......:::`.:;:` :- :::i s 1 1 or NIF S N I N O i o 1 STY FRM :':-""":':i::^ 1 DDIxIAs tt ha t o cfROwSlcl x I $ s• `'I'' In 1 ull�c ..... M E X 15 T. EZ 1 0 1S 7 -r ;sliu:: 1\a 7.3 1 1 to txsrrrt:Ftwue I"r rr�W L7 �L(p / '�' j a �` A+ �::::.::::.:� :::......�0. 4 1 C �/-•LA LSFP`GG UT-4�mac. p,yP�T'�•1� :O P 5.I- (3)zx I Z Ho(�• _ W � - � r .e' a 3.0 G. S L P•-B r Qt S57'45'00"1► — '1 gal. .2 0 otxlc ST r 0.souw STOW _ r f� I , 55.00 s^s ,�. �' ►yi Lt�nD,u w�rur►D eantaalY FM ww a P/0 cor H . e' M-CONSULTANTS oe-o2 72 - M .1 .' — 3 AS DaWAIM 6Y H V--- !,1 21. I b LEb 6;ER T30 NR o Lar LW eouwtwt,• ' KAYAK / ' ,1•( NS61>I'7 t t3 oi.'C't�� W �.F3DI.T•S� :--. --�.,�_,.-.,. .i _ luck �'RoPaS� b T . t` A rLA Lora I - ~ Z�Z CZS C 0 W H p V rm t 01 arm nmT t.law IS FEE CD Roo I''•i i 1� 1 N c� ISM L i U I N c-� �1�'I_ o 0 I:4fF-L- ' 0 1 X to �.J'-I(cO.C• ( ( -O N FPt�1 1 L✓ \9 Ill # ,! " 8 P.TH — �" � N �d i r x « j EUGENE CREEK FUMT LI � � 1 �i1� ❑ ( � lam! p L 11" ( 1--4n I (�� L (--D L 1c, r� --� I ❑ ❑ � II 3v1 Ughtrequired a 188 s.f. x 8%_ 5,o Light provided=I S.0 s.f. Vent required=18 8 s.f x 4%_-7. 5 Vent provided=$3.s.f. . . oPt==KING _ - • APPROVED AS NOTED _ fhTa N� zx e R;R.- 1 b`• o• �_ COMPLY _ DATE: `ay"aZ.r7 e.p# 515g 5 1 ALL CODES OF - 2 x � c.J.- Iro/• orG. k1l t�- 3o Ir(su l.p•-rlo� � $ --------- KEW YOR STATE&TOWN CODES /�-C-C I G FEE y O BY: A REQUI •-,D AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT ATD��l � rl W (3) 2�. I Z 631-765-1802 8AM TO 4PM FOR THE SDIIf m T0Wjj Plk,�"b!►a'BOARD ��ApR FOLLOWING INSPECTIONS: SQ }TOnM1 ()$ S 3�.VEt4T r FOUNDATION-TWO REQUIRED I"r.Y.S.0� -1z�c�yT. •r 1 N�yL v Etl-r ten- so fFIT � FOR POURED CONCRETE SOUTHO1DNaPG z v y STV b -5 ROUGH-FRAMING&PLUMBING P\-15 1 N 6 U l P,-r 1 oN 4 I/-z g�'J'44 INSULATION 0 FINAL-CONSTRUCTION MUST LIUlt�lc.: ' i o� �� �- � - � Nw2V•� 5-rums - I� i-��tz-Iq or �lc. � ,. q S-rr�_ _Z " BE COMPLETE FOR C.O. I 1NSVlor, /Z SN��-rtZoEK -T — —�- Blower door zO � T ALL CONSTRUCTION SHALL MEET THE N� W 31 y u (.�(W 0On ON Z A to .J N I I REQUIREMENTS OF THE CODES OF NEW and ductwork SIB YORK STATE. NOT RESPONSIBLE FOR testing required. � I I I 1 la° a W j' Fo N IA 1 N 5 V L• (. DESIGN OR CONSTRUCTION ERRORS 4L H 1i�2'i�1110`r /) 15-17 G' l.Gl Z" Lr� ELECTRICAL Must Provide Manuals 3 Z- L•�- INSPECTION REQUIRED U J and S as per P�oL-ett�b �1/ /Z � golz5 z4'o.4- -5-rPci cq v REn NYS Energy Code PLUMBING G ❑ I `g I I�_ 1 1''I o s GA ALL PLUMBING WASTE I�n&WATER LINES NEED echanical Ventilation TESTING BEFORE COVERING eyetem shall be required per ITYS Energy Coda PLULIMER CERTIFICATION OIL LEAD CONTENT 13EFORE CERTIFICATE OF OCCUPAP,ICY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. BRED A SPIFFY TITLE UPRAUF—E c.oNVEf'-510N Pb,NS PROJECT wv .tE o 1 G,R•E y OR 1 O RS S 10 F tACe S-J fo5 ST I u W p.'T E tC A-V E e-Cj T c.f{p V E ' KENNETH SCHULMAN ARCHITECT.P.C.' DAM -Z y 209 LYNN lAlMNL'E 5CALEA N 0"T'ED E. NORTHPORT• N.Y. 11731 By. S TEL./FAX.(631)368-2388 ,10}3 140: . Zy S 9 SHEET NO. i - r vim AW As ENERGY NOTES: i f i 1. All construction shall comply with the Energy Conservation Construction TABLE R402.1.2 P Y gY INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' Code. The authority having jurisdiction shall be permitted to determine an energy efficiency Q� CRAWL CLIMATE FENl:t3T12J1TIOH 8KYLK3HTa CEILM WOOD MASS FLOOR BA8EMQIT SLAB' program to exceed the energy efficiency required by this code. ZONE U-FACTW UFACTOR FENESTRAT101. R--VALUE FRAME WALL WALL SPACE* WALL R-VALUE j SNGC' R VALUE R.VALLE' VALUE R VALUE S DE M WALL i 2. A permanent certificate shall be completed by the builder and posted on a wall in the space R ALUE ! where the furnace is located. Certificate shall comply with 2020 ECC r 1 NR 0,75 0,25 30 13 3!4 13 0 0 0 2 0.40 0.65 0.25 38 13 i 3. Attic or crawl space access shall be weather stripped and insulated to a level equivalent to the -= •, �` 4/6 t3 0 0 0 3 0.35 0.55 0.25 38 20 or 13+5a 8/13 19 i ! insulation on the surrounding surfaces. i ., `3°"`' N S/t 3r 0 5/13 4 except 0.35 0.55 0.40 49 20 or I3+5'` 4. Installation-the components of the building thermal envelope shall be installed in accordance I rG Marine ]3 19 10113 l0,2 ft 1 o/i 3 5 and with the critieria listed in table 402.4.1.1 Where required by code official, an approved third Marine 4 0.32 0.55 NR 49 20 or 13+56 13/17 309 15119 10,2 ft 15119 i 6 0.32 0.55 NR 49 20+5 or 13+10'' 15/20 30' j party. yam. �. :f c '''x,:' ' 1 5. Testis - Building or dwell' unit shall be tested and verified having less than ore equal to 3 _� aa.5f. < Sn 9 1°,4 ft 1 sl19 7 tend 8 0.32 0.55 NR 49 20 t•5 or 13+101 19121 a i � ,,,f ' _ �,.�.��- r;,• � 38 15/19 10,4 ACH50 in CZ 4A, 5, 6A. Testing shall be conducted by an approved third party. _�' :`-� %'':., o `, ForSI` I foot=304,8mm. 6. Ducts-Supply and return ducts in attics shall be insulated to a minimum of T-8 3 or greater a. R-values am minimums. u�aora and sxac aT PP Y @BRANCH _ `y c maximums, When insulation is installed in a cavil which is less than es thickness Y an the label or design ens of the �� . LINE TAKE-OFFS AND _ 'Y`: ? Insulation,the installed R-value of the insulation shall not be less than the R-valm specified in th in diameter, and r-6 @ ducts less than 3 in diameter. JOINTS ! i p e table, b. The foneatrrttion U-60Wr column excludes skylights.The SHGC column applies to all glazed fenestration,Exception:Skylights ma bo exc 6a Duct sealing -Ducts, air handlers and filter boxes shall be sealed. i ;, r '' p i .�. j 4F: fenestration SH�c climate olud®d from sI „L '; _3ry: I _y requirements in c zones i through 3 where the SHGC for such skylights does not execcd 0.30. Y glazed ',::„ tr:- :' w+ Y,:: e. "15/19"means R-15 continuous insulation on the interior or exterior of the home f.:r�.. •�:• _ „r:.,,y;F 5'x''=i ,.;.,,z:ft.,„-;� � or R-19 caul insulation et the interior of the basement wall,. 13/1 "shall 7. Duct testing - ducts shall be pressure tested to determine air leakage by an approved third �,� ,� '�' -. E': ` *„Y:> be permitted to be mat with R-13 cav i of ry 9 1 n .,:„ , ; :: ;m - r- „ i;3,,e.. :fi;; .~_,, lty insulation on the interior the basement wall plus R-5 continuous insulation on the interior or exterior of the home. .fir. :`'_ "' ..� n>-' °. ; °:;'.;•• ";. "10lI3"means insulation on the interior or exterior of the PAY• 'F 4 .w ,.4 R-10 continuous home or R-13 cavil insulation "'' -a .°'e, ,¢.,; , y at the in of tba basement wall I ',w �•. .:_-, ,,,t, 4 d. R-5 shall be added to the required slab edge R-values for heated slabs.Insulation depth shall be the depth of the foods `' r heated slabs. is lloaa in Climate 8. Building cavities shall not be used as ducts or plenums. r. `' :.a `' , ` = 1 Y7°r, . !" E', °a g P p g or a foot,wh` - �' ,�'"_ ugh 3 for h tchevor TRANSVERSE JOINTS(EC,-5 AN „'„:� `°`" �',;;-•.G: "` "�' Zones 1 through 9. Mechanical system piping insulation 'n fluids>l O5F degrees or <SSF degrees shall be ' F° sxrc re utremetns In zone. DRIVE G e. There are no Y P P 8 carrying $r ;* CLEAT JOINTS)IN TRUNKS °;k, q the Marine r. r f. Basement wall insulation is not mquhvd in warm-humid locations as defined b Fi re R3o1.1 and Tabla R3 AND ALL JOINTS ON PLENUMf:= : , +'' } Y g►r 01.1. I insulated with R-3 minimum. �� . _ ,�...,,. _� - sufficient to fill the ftnin i g, Orinsulatlon gcav�«, R-t9minimum. •,,a,,. ,.y�°'.�y'? n<."-°v::'k".yf'-, -�Z':}".o •^m;.y.:.:'7vp•':do. ;�s.<w'w; }�, ..Y 'J, 10.Mechanical ventilation- Shall meet the requirements of the 2020 N.Y.S. Residential Code I q 11. Ile insulation t11e8eCOndV81UC1a00ntl a n hY continuous insulation,so 13+5 means R-13 cavil insulation 1 r:�.• ,;;a:; .F:.: :: ... -;�•, '°;^, "':�=.` .''�., ,.;;�,`V`' Y pus R-5 continuous Insulation,,:' �t,4?: :��'<{��.�::• -�`" ;ti, The second ,, ,�, r..-. w. • , ,;}•,� ,,��,. .,:,,•; .. u � .*. R va ue es w�enmo applies re then half the insulation is on the' i 11. Equipment sizing - Per ACCA manual S based on loads calculated per ACCA Manu1� 3 as �.�• ��,�:���; interior mane wan. : provided by a third party HERS Rater. 12. Lighting - A minimum of 90% of permanently installed fixtures must have high-efficacy lamps. - TABLE R402.1A , EQUIVALENT LLFACTORS` 13. All HVAC, Plumbing & Electricals stems shall meet the 2020 Energy Conservation Y CLIMATE FENESTRAT10M SKYUG14T CEILING FRAME MASS WALL FLOOR BASEMENT CRAWL ; I D U G T 5 E AL I N O R E O U I R E M E N T 5 ZONE U�FACTOR iJ�FACTOR !!FACTOR FACT R U:FACTOR° tl FAt;TOR Wes- SPACE WALL i Construction Code. It she'1 be the responsibility of the general contractor to submit in detail the design, calculations, drawings, U-FACTOR U-FACTOR 1 0.50 0,75 0.035 0.084 0,197 0,064 0.360 0.477 written statements of the mechanical air conditioning, ventilation heating s stems (new, 2 0,40 0.65 0,030 0,084 0.165 0.064 0.360 0,477 existing or upgraded)stamped by a professional engineer if required by the owner or building ---- - - 3 0,35 0,55 0.030 O.o60 0,098 0,047 0.091 0.136 i department. 4 except Marino 0.35 0.55 0,026 0.060 0,098 0,047 0.059 0,065 14. Additions, alterations or renovation, shall comply with ECC 2020 Unaltered portions of the 5 and Marine 4 0.32 0.55 0.026 0.060 0.082 0,033 0.050 0.055 existing building is not required to comply with this code. 6 0.32 0.55 0.026 0.045 0.060 0.033 0.050 0.055 15. Minimum one Programmable Thermostat shall be provided for each sepazate heating and 7 and 8 0,32 0.55 0.026 0.045 0.057 0.028 0.050 0,055 cooling system in accordance with Section N1103 Control Systems. a. Nonferestmion U-factors shall be obtained from measurement,calculation or an approved source, I 16.A11 exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance with Table b. when more than hairthe insulation is on the interior,the mass wall U-fuum shall be a maximum of 0.17 in Climate Zone 1,0.I4 in Climatic Zone 2,O.I2 in Climate Zane 3,0,087 In Climate Zono 4 except Marine,0,065 in Climate Zone 5 and Marine 4,and 0.057 in Climate Zones 6 through S. j R402.4.1.1. Apply a fresh b ead of caulk to the top and bottom plate immediately prior to c. Basement wall U-facor of0,360 in warm-humid locations as defined by Figure R301.1 and Table R30I.1. I _ installing interior gypsum wall board. -fw �- mac ° sn; : +'c"> ,ti. k;: 3 - bay 3'-�,•"kr�i`.1. :cEg;'t -} ` 'q"y.••- _ Y.:!'�:`''' �•. �ve4, - 1i:8te�`. - -Ln 'r -`" - `' �4f�' '' ,. .. ,q,h _ hiw+ .:tr•!`�,j:t`Ni-'j]d..• :rN+. 1. .3 N'-..u. `�ti_. lr ,, � I TABLElimb R402.4.1.1 .,� ti :~ '., ,d�' �t n'.,. Y ';i.N: g x•�s, ;„,�± ssa5. _tea, AIR BARRIER AND INSULATION INSTALLATION ::R r)+4•^ Si.,,,y..S,yvM. .FS ,,y.ff'e .`-'r:. i9Y v.t2'� �6 .ik.i`�� A d : gy :.'r; ♦;4F. COMPONENT AIRBARRtFRCRtTERfA .a. 4"'. MtiTALLATION CRITERIA .=;° ,,�� :�._ :�,�'4: '. '$»` - '-YX,. .'st`^t.w �' � •_' �nw air barrier shall installed th 4 s aeon be tall Irl e A Dentin el �rp Y 3� u,• .-,..,. buildingenvelope. `'` " ' ��' PO r�. �,� _ \i . Air 0 t�:'rmoablC dnatlla I ;.. don hall o used not b ed as$-P � General requirements The exterior thermal envelopecontains a continuous , •, - -'..:- -:<� t `� aeeling material.air barrier. >�.. - ,m, - -. •. .'R �^ / � Dints in the air barrier shill be sealed. • �� ,r.::•,. . "�)- r:�:- «> Breaks or �::�< :- } gg :�:'�' •,�,� ••�.� •gin. �; :�,.; _ i j :":.".'` L �-•- 'd"r `rt�',tH v.l,.. .,f:'� - µ'✓,,F', .t4.. .} :1�`. The air barrier in ea tiro ceiling/soffit shall be [[,[,?? Y PPS ,��` `i` p��a C with the insulation and a in the air  .. all red wet any yi .i 3t . The insulation'm ea dropped d ce ilia a fft o shad . . Y PPS _....; `` '- - - `� .�:. .:.. ` :.•. :�-a.. hall be sealed. I� tamer a X •t�-t be aligned with the air barrier. Access openings,drop down stairs or knee wall CAULK d00T8 . Boned attics aces shall be sealed , a z,; g ADHESIVE ram'' - ''.};< ;'�'� ';i�;S' _.,.:,,pt��"te•� ,l.{•_• '+`'�;".' ��''�'',�. i W unconditioned p ;. �" ' i -rz '�` ' .' �' 4 t-,a .,twr "•'6....i ' i " ' .Y ATTIC (;AVideBW within o` OR SEALANT VENT r in comers and headers of frame VENTILATION foundation 8111 1 shall 0 '• x , .: a't:m r4 :.k•• grt- a,e y ? '.w°' ' roe;= _ AIR The-junction of the four n and plate ll b walls shall be insulated b completely fdlin the sealed. cavity with a ma yP Y r serial having a thermal g r"':� <i of R-3 Inch minimum. I resistance Walla The junction of the top plate and the top of exterior i� m walls shall be sealed, 4 a,•, k1 9:�; Exterior thermal envelope insulation for framed welts shalt be ins 1 ' Knee walla shall be sealed. tat ed in substantial contaot and :: 'F ` tea* continuous alignment with the air barrier. SOFFIT IU space between window/door jambs and ft wing, �_- "�; ��;`' ,� - .�:., . " R.- � _ , _ .+, AIR 5 EAL LUG"!"'-- J �f I �''-.'�,' �R .;aa: .. a�x:a'':6 ,`-. �'�',.z". .:�' ..?:,*§v: � ra�iz' :fin' , i windows,skylights and doors and skylights and framing shall be sealed. � f r < s ; -moo, Rim joist Rim joists shall include the air barrier. Rim joiats shall be insulated. jq Floor flaring cavity insulation shall be installed * 5 �''� r A to to maintain anent rR rr - ' sKe . '> ,`•`'.`• ." H ..:'; - -- -- - -- --- --- -- petm contact with the underside k ,w !. r {k}ksaa . er% of subfloor decking,of floor g cavity :. A a C z .:': oor flnmin CQVI t-"+ : r c''+.yr r ALL N E l�l H O M E S M 2020 E Floors(includingabove a and Tile air barrier shall be installed at an exposed edge insulation shall be permitted to be in 4 5`" r "``' k U 5 T O L L O J' Z CC C N YS F,�B Y 8 Pe contact with , ,. ,}. ,>. :,- �..,` ,.�Y„ y51Ry":.> 1a4�`;•'r..`7,;.w'r ? yr+,!' ..,.?�;,d�y <� �}g ''';"':`:: F fii.�' „ � � �'•`<'� i eantileverod floors of insulation. the top side of aheathin f or continuous insulation �, �p .� ti�,: . r � ,,•$, ,;�,i :r ';..�� , �: � t�, ,=r. N installed on the underside of floor framing and B U I L I 1 'G U COMPLIANCE extends from the bottom to the top of all ! METHOD perimeter floor framing members, -- Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, I Crawl space walls covered with a Class I vapor retarder with insulation shall be permanently attached to the overlapping joints taped. crawiapace walla. ALL N E lit HOME M U S T PERFORM AND P R O V I D E Duct shafts, tutility o or unconditioned and flee a she AIR 5 EAL I N G EXTERIOR VIAL L Shafts,penetrations opening W exterior or unconditioned apace shall be I I PROPER I E R D O G U M ` � ENTATION OF BLOWER TEST Batts in narrow cavities shall be cut to fit,or Narrow cavities narrow cavities shall be filled by insulation that i --- -- ' on installation readily conforms to the available MECHANICAL VENT T E 5T AND DUCT LEAKAGE TEST i cavity space, -_-- -- - ---- Garageaeparadon Air sealingsates. videdbetween the garageand HEATING SYSTEM REQUIRED AS PER HIER5 RATER = BTU ACCORDING TO THE 2020 ECCC NYS eendidoned apneas. CODE REQUIREMENTS GOOLI NG SEER - - Recessed lighting Recessed light fixtures installed in the building Recessed light Silures installed in the building - - - --- thermal envelope shall be sealed W the drywall. thermal envelope shall be air tight and IC rated gi is of If to Batt insulation shall be out neatly W fit around = TON wiring and plumbing in exterior walla,or Plumbing and wiring insulation that on installation readily conforms to I - available space shall extend behind piping and wiring, i The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall Shower/tub on exterior wall showers and tubs shall aopatnto them from the showers and tubsbe insulated,,The air barrier shall be installed behind electrical or NOTE: M U 5 T U 5 E U L 181 Blectricallphone box on exterior walla communication boxes or air-seated boxes shall be installed ; SHEET TITLE HVAC register boots HVAC register boots that penetrate buildingg thermal D U G T M A5 PA 5 T E OR \��K �'pC ENERGY CONSERVATION CODE INFO f envelope shall be scaled to the snbfloor or dcywelL PROJECT NAME When mybrequired m be sealed,concealed fire mmenspdWdcrs TAPE TO 5 EAL ALL D U GT5 • shall only be sealed in a manner that is recommended Concealed sprinklers by the manufacturer.Caulking or other adhesive ;; sealant shall not be to fill voids between fire KENNETH SCHULMAN ARCHITECT, P.C. DA,TEf sprinkler cover platess and walla or ceilings. .�y. •021 209 LYl�'N A�'E�`L'E a. In addition,inspection of log walla shall be in accordance with the provisions of[CC-400. "��•,.� �; SCALE: E. NORTHPORT, N.Y. 11731 i T I IN TEL. /FAX. (631)368-2388 � .1C7t3 NOe SHEET NO. CEMENT BACKER BOARD TUB SURROUND FINISH —TUB UNIT— INSTALL PLUMBING AT INTERIOR INSULATED WALL TUB UNIT INTERIOR WALL ATTIC INSULATION'll— 0 ==L I I :><-- BETWEEN CONDITIONED SPACE AND ATTIC •�---TUB SURROUND WOOD FRAMING ROUGH STRINGER (BEYOND) '_ SHAEATHING INTERIOR GYPSUM BOARD CONTINUOUS BEAD ( OF SEALANT BOTH SIDES OF WALL) OF-ATTIC AGGE55 TO+1' OF INSULATION LEVEL PROVIDE BLOCKING AT INTERIOR INTERIOR VERTICAL C IA5E 1'RIGID INSULATION STUD CAVITY AT TUB WAIL PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL AT EXTERIOR WALL PRIOR TO INTERIOR WALL A55EMBLY INSULATED EXTERIOR STUD WALL AGGE55 PANEL DRAW AGGE55 PANEL SNUG THIN PROFILE WALL WITH PERIMETER SCREWS EXPANDING SHEATHING FOAM CONTINUOUS BEAD I LADDER BLOCKING AS REQ'D. TRIM AS REQUIRED SEALANT OF SEALANT INSULATED EXTERIOR WALL FINISH CEILING AIR SEALING @ ATTIC HATCH EXPANDING FOAM AIR SEALING @ VERTICAL NO SCALE A I N Al -WOOD FRAME BATHROOM CHASE FLOOR A55EMBLY NO SCALE 2 X 4 BLOCKING EXPANDING FOAM SEALANT WOOD FLOOR TRUSS A55EMBLY INTERIOR CHASE WALLS SECTION THRU STAIRWAY SECTION THRU WALL 1 PIPE PENETRATION AIR 5EAL BEHIND TUB (HOLD G.DUCT EXPANDING FOAM AT E AIR :5EALING @ STAIRCASE/ UNCONDITIONED SPACE (HOLD TIGHT TO PERIMETER OF PIPE UNDERSIDE OF THIN(PROFILE SHEATHING SUBFLOOR) NO SCALE i NO SCALE CLOSURE L GONTEINUO AT FUS EXTERIOR WALL BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT EXTERIOR INSULATION WALL INSULATED FLOOR LADDERBLOGKING EXTERIOR INSULATED WALL CONTINUOUS BEAD ABOVE GARAO E OF SEALANT AIR SEALING @ CHASE MALLS NO SCALE NO SCALE CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL EXPANDING FOAM AT ELECTRICAL WIRE WINDOW PERIMETER WINDOW UNIT AS CONTINUOUS BEAD OF SEALANT --TOP PLATE AIR BARRIER CONTINUOUS BEAD OF ADHESIVE �•- CONTINUOUS BEAD 1 CONTINUOUS MINIMAL OF5EALANT EXPANDING FOAM SEALANT EXPANDING FOAM AT WINDOW PERIMETER FLOOR A55EMBLY WALL STUD CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OF SEALANT PREFAB FIREPLACE UNIT— — coNTALANT BEAD AIR 5 EAL I N G @ PLATE CONTINUOUS BEAD OF SEALANT INSULATED EXTERIOR OF ADHESIVE INTERIOR GYSUM WALLBOARD STUD WALL AS INSTALL INTERIOR SHEATHING AIR BARRIER ELECTRICAL PENETRATION PRIOR TO INSTALLING PREFAB CONTINUOUS BEAD FIREPLACE UNIT OF SEALANT AIR SEALING @ UPPER FLOOR RIM J015T NO SCALE NO SCALE _Tl I _R11 MANUFACTURED RECESSED LIGHT ENCLOSURE GYPSUM BOARDBOX ENCLOSURE j ATTIC INSULATION ATTIC,INSULATION CONTINUOUS BEAD ATTIC R.R. ATTIC R.R. OF SEALANT I I CONTINUOUS BEAD WOOD FRAME OF SEALANT i -- FLOOR ASSEMBLY—" ° R3"MIN. 3' MIN. /di CONTINUOUS SILL SEALANT = FULL WIDTH OF MU051LL Al, EXPANDING FOAM INSULATION EXPANDING FOAM INSULATION SEALANT AT PERIMETER t.*. � . \� SEALANT AT PERIMETER CONTINUOUS BEAD OF SEALANT/ �_ FOUNDATION AS CONTINUOU5 BEAD OF SEALANT/ / AIR BARRIER DRYWALL CEILING \ \ \ DRYWALL CEILING i RECE55ED LIGHTING FIXTURE RECESSED LIGHTING FIXTURE CONG.SLAB A5 BLOCKING 15 REQUIRED AIR SEAtLINO @ PRE-FAB / / ° AIR BARRIER /\/\ AIR SEALING ATTIC R C 5LIGHTING ' AIR SEALING ATTIC RECE55 FIREPLACE PLATFORM � \ \ . • _ • ° •o - . @ E E 5ED � a� ED LIGHTING / NO SCALE NO SCALE NO SCALE EREDARc AIR SEALING DETAILS PRo rrT NAME AIR 5 EAL i N G @ EXTERIOR NAL L ` � `�;:_`�� � KENNETH SCHULIVJ[AN ARCHITECT,P.C. D/1TE� IYC.B 1 "LYA'N Al-&-TL;E SCALES N O 5 GAL E ,�" E.N ORTHPORT.N.Y. 11731 two TEL. PAX.(631)368-2388 '"`" .Ioa No. SHEET No. I I 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 .,I.1 Nailing Schedule � g Exposure B 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 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 re tons shall be rotected min and a s an of not more than 8 feet !stud'and familiarize himsetf with the site and with all trades and parts of the work.Each Contractor shall cooperate and coon xterior footings shall be a minimum of 3'-0"below grade unless noted otherwise In plans. 9 P ) P dlnate his work with the work of other Contractors. .All existing fill,roots,and other unsuitable bearing material shall be removed and footings carried to the Joint Description Common Nails - Boz Nails Nail Spacing - STRUCTURAL PANELSS,b,c,d 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 su fice as their acceptance to the terms spedfled bottom of such excavation.Contractor to verily assumed soil bearing capacity and assume,full responsibility for wind S eed herein,and shall be Incorporated Into any and all agreements between the Owner artd the Contractor, same,Contractor to notify Architect of any soil variation or condition adversely affecting assumed bearing ROOF FRAMING p protection for windbome 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 Contracor or the Capacity prior to the pouring of any footings. 3-second gust(mph) 90 95 IGO 105 110 Its 120 130 140 ISO 160 170 ISO 195 FASTENER SPACING Contractor and Sub-Contredors Rafter to Top Plate (Toe-nailed) (see Table 3.4A1) (see Table 3.4A) per rafter - ( )ab the requirements of the Large Missile Test precut and attached to the framing 3.Minimum compressive strength of concrete at 28 days to be as follows: concrete to have 5%to 7% . See Fi ure 1.1 Inches 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•rc--3,000 psi stone concrete Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4At) (see Table 3AA) per joist of ASTM E1996 and ASTM E1886 as surrounding the opening containing the York State Ene t A, g g J air entrainment er R402.2 Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A►) (see Table 3.9A each la a wait ( FASTENER TYPE Pallet 4 feet< 6 feet< rgy oservation Code Federal QSH and all of the Local Governmental A elides havin urisdlctlon Insofar as b)slab on ground:f c�,S00 psI concrete Garage slab=3.500 p.s.l. . p P Rafter/Ceilin Joist Number of 8d Common Nails or 10d Box Nails Toenailed) 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:f c•3,000 psi stone concrete . Ceilin Joist La s over Partitions (Face-nailed (see Table 3.9A1) (see Table 3.9A) each la Height 13,1,. spans panel span panel span 5. The Architect shall not be responsible for the performance of the General Contractor or any Sub-Contractors,nor shall he 4.Ant)-hydro shall be added If g P ) P Spacing(in.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection door lazed O enin rOteCtiOn fGf shall be redrilled as r wired for the pouring takes place at 32 degrees F or less. Collar Tie to Rafter (Face-nailed) (see Table 3.61) (see Table 3.6) per tie (ft.) 4 feet <-6 feet -s 8 feet 9 P g P P eq 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 2-10d each end 8 2 2 2 2 2 2 2 2 3 3 3 3 3 3 windbome debris shall meet the anchorage method and shall be secured 6. All existing equipment,utilitles,structures,and other Items Interfering with the Installation of the proposed equipment and tion with anchor bolts spaced a maximum 016 39" on center.Anchor bolts shall also be located within 12" from No.6 wood screw-based Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 12 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. structures shalt be removed and replaced and shall ce subject to approval of the Owner.The Contractor shall ofwork.All c sit the ends of each plate section.Bolts shall beat leesl5/8"In diameter and shall extend a minlmum of 7"Into verity the actual location ofany end ell utilities,process plping and related Items prior to the commencement of work.All costs masonry or concrete.There shall be a minlmum of(2}Dolts In any one slit. 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 resistin standard or ANSI/DASMA 115. Attachments shall be desi ned to resist Incurred shall 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- WALL FRAMING 16 30 2 2 2 2 2 2 3 3 3 3 3 3 3 4 lath g g the coin Orient and Claddln loads 7. All dlmerislons and locations as Indicated on the drawings shag De considered correct,but shall be understood that they are ant work shall match existing.Joints between new and existing work shalt be trawled 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 P 9 subject to mnodifications as may be necessary or desirable at the time of Installation to meet unfbrseen or other conditions. Provide expansion Joints. Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each side 24 1D 3 3 3 3 3 3 4 4 5 s 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 7.A concrete block foundation wal I shall be accepted In lieu of poured concrete where permitted by Local Stud to Stud (Face-nailed) 2-16d 2-16d 24"O.c. dltios.The Contractor shall verify all dimensions and conditions herein shown and all discrepandes are to be brought to the Codes. Copper length Table R301.2(2) or ASCE 7, with the Architect's attention before cortmrencing with the work. 8.Provide continuous termite shield with all Joints sealed along perimeter walls and shielded termite Header to Header(Face-nailed) 16d 16d 16"o.c.along edges ermanent Corrosion-resistant 9. if In the course of construction a condition exists which dlsa rees with that as Indicated on these la the Contractor shall coffers at plumbing pipes In crawls ces unless otherwise noted. Table 3.5A Top and Bottom Plate to Stud Lateral Connections Ex os u re B nchoh lag screw-based P 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 diferent levels shall be ste so that the dear distance between a acent bottom a es shall Top or Bottom Plate to Stud (End-Walled) (see Table 3.51A) (see Table 3.SA) per stud for Wind Loads anchor with 2 inch embedment 16 16 16 attachment hardware provided and Peed 4! procedure and continue with the work,he shall assume all responslblttty and ItablUty arising therefrom. not exceed a slope of one vertical to two horizontal. Bottom Plate to Floor joist,Band'oist,End'ofst 2-16d'' 2-16d'•z er foot length anchors permanently installed on the 10. The Architect shall not be responsible for,nor have control or charge of construction meads,methods,sequences,or pro 10.Backflll shall not be placed against foundation walls until the concrete Is ofsuffldent strength and until the J 1 1 P (Prescriptive Alternative to Table 3.5) cedures,or for safety precautions and programs.Contractor shall be reponslbte for adequately bracing and protection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. or Blocking (Face nailed) -' For sI:1 inch-25.4 mm,1 foot=304.8 rant,1 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 FRAMINGi Wind Speed mile perhour=0.447 m/s 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 uUH Horizontal Joints are not permitted. 3-second gust(mph) 90 9S 1D0 105 110 115 120 130 140 150 160 170 180 195 a.This table is based on 180 mph ultimate design wind buildings with a mean roof height of 45 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- Jotst to Sill, Top Plate or Girder (Toe-nailed) 4-8d 4-10d per joist (See Figure 1.1) speeds.v.and a 45-foot mean roof height. 12. The Contractor shall be responsible for temporary electric,water,toilet facilities,fencing,barricades,security,and dean- dulls,etc as required for trades before placing concrete. Bridging to Joist (Toe-nailed) 2-8d 2-10d each end b.Fasteners shalt 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 an affected 13.Concrete:work Included; Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Stud 1 structural panel.Fasteners shall be located not less than 1 ultimate design wind speed, V„lt, is 180 areas and cart away al!debris. a)all footings,foundatlons,steps,platforms,etc.,as per drawings. Blocking to Sill or Top Plate(Toe-nailed) 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(pif) inch tromtheedge 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. m h 290 k h or less. built Into the work of other Contracto shall Install or rovide these Items to the a ropriate Contractor who will set these to c)all other work as required by drawings. led er Stri to Beam(Face-nailed) 3-16d 4-16d each joist (in•1 c.Anchors shall penetrate though the exterior wail covering P P rs, p pp g p ) 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 3-10d per joist 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 building frame Fasteners shall be located not less than 2'/2 coordinated 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; 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 or conicrete block or concrete. they will meet the correct physical elevations of floors at each level.They shalt 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 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 d.Panels attached to masonry or masonry/stucoo shall be as to maintain their proper location and position during the placing of concrete and removal of formwork, projections. attached using vibration-resistard anchors having 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 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 tdbmate withdri wall capably of not less than 1.500 pounds Contractor shalt assume all responsibility and expense of temporary enclosures where necessary.Dust partitions are to be C)apply mastic emulsion only whein temperature Is 40 degrees F and rising and 1n 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 15. Each Contractor shall be reponslble for all loss or damage arising from the action of the elements such as water,heat,wind spaces. Die onal Board Sheathin 18 2 2 2 2 - 2 2 2 2 2 2 2 2 3 3 NOTE: e)mastic shall be a tl g g or other ut►forseen dlfilcultleswhlch may be encountered In performing the work to be done under his contract In the event pp ed at the rate of 1/8"thick wet 1"x6"or 1"x8" 2-8d 2-10d per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL STRAPPHe TO sE 1 V4'x20 GAUGE STEEL OR of any suspension of work,each Contractor orSub-Contractor shall protect his work and materials against damage.Any work CARPENTRY NOTES 1"x10"or wider 3-8d 3-10d per support a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 vA,sON'EOUVAuNr-CS20(COLED STRAIP) or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his CEILING SHEATHING 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 �1 STRAPPING SHALL BE INSTALLED PRIORI TO SH ATHJ(� work or materials shall be promptly removed and replaced by the Contractor. 1.Insulation shall be fiberglass batty-foil one side,unless otherwise noted,thickness as shown on drawings. TYP•PROVIDE 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. 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Lion.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. Gypsum Wallboard Sd coolers Sd coolers 7"edge/10"field ALK3 ATTACM7BVT Will specMcatio but such Inspection shall not o erate to release the Contractor from arty 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 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALK3t�Oft RAFTERS ns, P 9a " " g g , WALL SHEATHING 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 i%M TO RATES TYP.PROVIDE 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 110'-0" Is to have stud bridging or otherwise be braced In an approved man- CRPPLE CON ECTKXq H-2 Jk requirements. ner at Intervals not exceeding 8'-01". Wood Structural Panels 8d 10d (see Table 3.11) 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 1 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.Ail floors designed to withstand a combined live load and dead load of 501k per sq.fL for living areas and 403E Structural Fiberboard Panels 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 DEfAL 41 LEFT by the Contractor without the prior written approval of the Architect For portions of the N fork not shown In detail but which per sq.f.for all other areas. 1/2" i i ga.gaiv. roofinig nail - 3"edge/6"field are shown generally,or for reasonable Inference as being required for a proper and complete Installation,the material, 5.Design timber stress-Fb+850,E-1,6W,000 psi,Douglas Fir 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 minlmum,to the 6.Provide cross bridging or solid bllocking @ 8'-O"oc maximum floors and ceilings. (0.120"x1 1/2"long x 7i/16"head) 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 NAILING&STRAPPING AT ical or typ representative detail throughout the corresponding parts otthe building. 7.Studs,sills,posts,beams and joists shall be construction grade Douglas Flr No.2 appearance. 25/32" 11 ga.galv. roofimg nail - 3"edge/6"field 12 2 2 2 2 2 2 2 2 2 3 3 4 4 5 A EXTERIOR WINDOW/DOOR HEADERS 19. No materials of any kind shall be used upon the work until It has been inspected and accepted by the Owner.All materials 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.All headers 5'-0" (0.120"xi-3/4"tong x 31/8"head) 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 MUM POR ALL 1aV catsnalcmrl MCfM rEw ACMQI S1 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 workmanlike manner and all mechanics shall be skilled In their trade. 9.Joists supporting-parallel partitions,spaced apart to permit the passage of piping or duct work,are to be Gypsum Wallboard sd coolers Sd coolers 7"edge/10"field 16 2 2 2 2 2 2 2 3 3 3 4 4 5_ 6 A NAILING SCHEDULE'B':emw nv*e cm mucrm www, 21. No note or detail or lack thereof shall be construed as relieving the Contractor from execution of all work In accordance blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. Hardboard 8d 8d (see Table 3.11) 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 D RDurdt Opee 3 REvuta433rs lot wtoow OF8.333 with all state and local codes. 10.Where joist hangers and other steel frame carriers are Indicated,contractor to provide and utilize the 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 Particleboard Panels 8d 8d (see manufacturer) 20 2 2 2 2 2 2 3 3 a 4 5 5 6 7 Rotrglt NO�han A a c 0 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. openinD for construction of this project 11.Provide Flrestopping aY required In compliance with part 9602.8 of NYCRR. Diagonal Board Sheathing Table 3.6 Rid a Connection Re uirements for Wind Ex oS u re B B ro• 2 1t 2x4 1 I I 1 24. No request from any party for Information regarding clarification,amplificatlon or explanationofthe drawings or notation, 12.Do all cutting and patching for all trades.In bearing walls or partitions,no stud Is to be cut more than 1/3 of 1"x6"or 1"x8" 2 8d 2-loci per support g q p C E Ir-W 4 cr w 2 2 2 2 or request toe permission to vary or deviate from the requirements of these drawings or notations,will be entertained by the Its depth to receive piping,duct work, or electrical wiring. 1"x1O"or wider 3-8d 3-10d per support (Dead Load Assumptions: Roof Assembly DL=10 psf) ao- a m 2x4 a n 2x• - 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 Joists and around all openings.Provide double the Architect will,with reasonable promptness,consider the matter and respond In writing to the Owner for transmittal to the framin around FLOOR 5HEATHINIG e'•o' a m zx4 a o zxe 3 s 3 3 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 clilips on allll re er tortstud onnecUo sc&on all stud to box wind Speed too" n m 2ae + 4 + + Inquiry unless above procedure fs followed beam connections. Wood Structural Panels 3-second gust(mph► 90 9s 10o Jos ilo 115 lzo 130 1a0 iso 160 170 180 19s 1z-o• 12 m zits s s s s 25. The Architect shall not be responsible for the peKormance of the General Contractor,any5ub�ontradors or the Owners 15.All exterior openings shalt be property hashed. 1"or less " 8d 10d 6"edge/12"field (See Figure l.i► Notalom: 1 own forces,nor shall he guarantee the performance of their contracts.The obligation of the Contractor shalt not extend to the 16.New work shall tie in and lap Into existing so as to prevent leakage. greater than 1 i0d 16d 6"edge/12"field Roor span 1z•,, F A.Nuea1 OF®was AT EAD3 e0 aF S1MPP" liability of the Architect,his agents or employees. 17.Flashing to be rovlded at all floor Dia oriel Board Sheathin Roof Pitch Required Capacity of Ridge Connnection(plf) p penetrations,pipes,vents,skylights,chimneys,and roof ventilators. g g (k) e.NL43M DF stL STLW Ch 71E FLAT ODES Tar APPLY TO 0o0lL4f 26. items shown on plans but not specMcally stated In the specifications and/or vlceversa shall be considered to be Included Flashing to be provided at hips,ridges,valleys,changes of roof slopes,gable ends and top of foundation walk. Vxli"or 1"x8" 2-8d 2-Sod per support 12 28 39 51 64 77 91 105 136 169 20% 243 284 327 497 c.M 834 aF F11L MGW KM snns AT EACH ME aF KAM In the contract. All roof Intersections to have flashing to extend 8"In each direction.All flashing to be aluminum unless noted 1"xl0"or wider 3-8d 3-10d per support 16 37 52 68 85 103 121 141 182 226 274 325 379 436 529 D.HAOM aF IW N•ta 904MM 114OM ADJArsrr 9M 311D 7D too 27. Items not specifically called for by manufacturer number or grade specifications,shall be furnished In the most economical otherwise.All rafters to line up directly over studs. fflf6t AT EAvt sDE 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 20 46 65 65 306 128 152 176 227 282 342 406 473 say 661 E WA3M OF JAM S"M AT EAC"00 OF IEAOets rASSM uDIE,EreAaetsi 28. Each Contractor shalt carry Worker's Compensation Insurance In the amounts prescribed by law,and liability,bodily Injury, venting In 2:12 24 s6 7a 102 128 154 292 211 272 339 410 487 569 654 793 F Nr1e� lows aaa1� J•ac slim automobile and other Insurance In the amounts and periods satisfactory to the Owner.The Architect shall be listed as addition riot roof areas. Table 3.9A Rafter/CalilingJoist Heel Joint Conniection Requirements zs 65 91 119 149 180 21z 246 318 39s 479 56g 663 763 925 JACKS AND KNGS ASl EMOF�AT�+ME�WrNKYTO� a!names Insured. „ (Prescri tive Alternative to Table 3.9) 32 74 105 137 170 206 243 281 363 452 547 649 758 873 1057 19.All Interior leaders are to have 1/2 foam sound Insulation. P SHOYM TYP.DETAL fig LFT 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 lauanveneered with approximate hardware.Contractor shall 36 83 118 154 192 231 273 316 409 508 616 730 852 982 l l90 their Agents and Employees from and against all calms,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 45 55 65 77 88 113 119 168 199 231 266 321 or resulting from the performance of the work. - 20 psf 30 psf 50 psf 70 psf 16 35 47 60 73 87 102 118 ISO 186 224 265 308 3S4 42R _- Solid Sawn Joist and Rafter Notching and Boring Unnits Stud Notching and Boring Limits _ 21.Use waterproof membrane flashing over all outside doors. 30. In any and all claims against the Owner or the Architect,or any of thher Agents or Employees,Ly any Employee of the ROOFING 20 13 58 75 91 109 128 147 188 231 280 331 385 443 536 Roof Span(ft) Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or anyone for whose ads of them ma . 4:12 24 52 7r1 a9 110 131 153 176 226 279 336 397 463 532 W3 be liable the Indemnification obli ation under this 32 q paragraph shall not be limited In any way Dy any Ilmltation on the amount 1.Fasteners for asphalt shingles shall be galvanized steel,stainless steel,aluminum or copper roofing nails, :t4 36 12 24 36 lz 2a 36 lz 24 36 28 61 82 104 128 is3 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 1,3.1,As 32 69 94 119 146 174 204 235 301 372 448 530 617 709 8S7 Outer third or depth<1/4d g g Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection pm•ly Role edge Conpensatlon Ads,Disability Benefit Acts or any other Employee Benefit Acts. the roofing materials and a minlmtum of 3/4"Into the roof sheathing.Where the roof sheathing Is less than 3/4" Spacing pn.) 36 78 105 134 164 1% 230 264 338 4La 504 596 694 797 96a distance.s/8" 31. All work let under these drawings shall be guaranteed against defects In material and workmanship for a period of one(1) thic the fasteners shall 12 20 27 35 43 51 60 69 88 109 132 156 182 209 253 oatar i/3 of y k. peal t tripthrough the sheathing.Fasteners shall comply with ASTM F 166T. 32 3 5 8 3 6 9 5 9 13 6 12 37 ep,n only year from the date of the acceptance of the Owner.GrantlnQ a Certificate of Occupancy,or the Owner s use of the premes{s *D(CEPiiON Asphalt strt(p shingles shaft have a minlmum of six fasteners per silingI where the roof Is 16 26 36 46 57 68 80 92 1IS 146 176 108 242 179 337 Hot/diameter Shall not constitute acceptance of the work. 16 a 7 10 4 B 12 6 12 17 8 15 23 <z/sa !n one Of the follOwlnQ CBtaQOries:(areas wlthla t mile from the water) 3:12 ZO 33 45 58 71 8S 100 115 147 182 220 260 303 349 421. stud single Stud Hole diameter 32, Contractor shall Inspect:site and make all appropriate Inquirtres to determine conditions and field Construction criteria a. The basic wind s 19.2 4 8 12 5 10 14 7 14 21 9 18 27 s:12 24 40 S4 69 8s 102 119 138 177 219 264 312 364 419 Sob <a/sd rior to submission of bids,and shall make no additional claims regarding site conditions thereafter, Peed per Fggure R3012(4)Is 110 miles per houror greater and the cave 1/31a1st �e stud p IS 20 feet or hllgher above grade. 24 5 10 15 6 12 18 9 17 26 32 23 3a Zg 46 63 61 99 119 139 161 206 255 308 364 4I4 488 590 1/4loiat dapM Max. 33. Contractor shall obtain all required approvals,permits,certJflcates of occupancy,Inspection approvals,etc.for work per 12 3 4 6 3 5 7 4 7 10 5 9 13 32 53 72 92 214 136 159 194 236 291 352 416 485 557 674 depth,Nax. U- - 2" . Plate formed from agencies having Jurisdiction thereof. b.The basic sed speed per Fggu fe o units Is tic l In 1 per hour iz greater. ride 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 t used on ro ble tinge latwo units vertical In 12 units horizontal ance or greater. 16 3 5 8 3 6 9 5 9 13 6 12 17 36 60 81 104 128 153 179 207 165 328 119 141 164 188 227 distance.5/8" ' For roof slopes from(212)up to(4:12),double underiayment application IS required In accordance with Section a:i2 z-MIn building permit from the village prior to starting any wori1. " 19.2 3 6 9 4 7 11 6 11 16 7 14 21 12 20 26 33 40 48 55 63 BI 99 119 141 164 188 127 R9032.T. 16 17 3S 44 S4 63 74 8S 108 133 1S9 188 218 260 302 1/3 Met 35. The General Contractor shall coordinate scheduling ofSub--Contractors and other Contracts and shall provide every poss! 3.Asphalt shin 24 4 8 11 5 9 13 7 13 19 9 17 26 depth,Max, 11/41bW ble cooperative effort to coordinate completion of all work.The General Contractor shalt cmplete a comprehensive shcedule Qles shall haveself-senllnq strips or be teterlocking and compty with ASFM D223 or D3462. 20 33 44 ss 67 79 92 106 135 166 199 z3s 273 313 376 ddpt,Me, 4,In areas where the average dailly temperature In January Is 25 degrees F(-4 d i2 3 3 5 3 a 6 3 6 8 a 7 13 wor work pertaining to all contracts and shall submit same to the Owner In an acceptable format for review well In advance of agrees C),or less or when 6:12 24 10 53 66 m 95 111 127 162 199 239 282 327 376 4s3 Table R3012(1)criteria So deslgnattes,and Ice barrier that consists otat least two la ers of underta 16 3 4 6 3 5 7 4 7 it 5 9 is work COmmenC�rnent Y yment SA2 28 47 61 77 94 lit 129 148 198 232 279 329 382 438 S29 36, Contractor shall coordinate construction activities with Owner to minimize Interruptions to normal owner operations. u dented together or of a self-acithering polymer modified bltumfn sheet,shall be used in lieu of normal 19.2 3 5 7 3 6 9 5 9 13 6 11 17 32 53 70 88 107 127 148 169 215 26S 319 376 436 Sol 60S 37. The Contractor shall conduct all work In such a manner so to not Impair the structural Integrity or stability of aq)acent yment and extend from the eaves edge to a point at least 24 Inside the exterior wall line of the bldg. 24 3 6 9 4 7 11 6 11 16 7 14 21 36 60 79 99 121 143 166 190 24z 298 3s8 423 491 S64 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 tailed far on plans shall be aluminum. 12 3 3 4 3 3 a 3 a 6 3 5 8 12 z7 3z 37 a3 49 ss 62 76 94 112 13z ]53 17s 211 damaged Items to the sabsfactlon of the Owner,and et 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 so S7 65 73 82 102 125 149 176 204 233 281 STRAPPING D ETA I L S associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. water xterio opening as rll be edit 7:12 20 4s 53 62 72 at 92 103 127 iS6 187 220 2s4 291 351 38. The Contractor shall have a competent representative or foreman present who shalt follow without delay all Instructions 8.All exterior openings shall n ne(1)riy flashed. 24 3 4 5 3 4 6 3 6 9 4 a iz r 8.All worK shall bear a written one(1)year guarantee from Roofin 24 3 5 7 3 5 8 4 8 11 5 10 15 7.12-iz:12 24 54 64 75 86 98 310 123 153 L87 224 263 3os 3so 4z1 ottee Owner or his/her asslstant5 In the prosecution and completion of the work fn conformity with tits Contract and shall . g Contractor from the date of the Owner's 2B 62 74 67 100 114 129 144 178 218 261 307 356 408 .491 Sill Plate to Fmuldation Anchor Bolts have full authority to supply labor and materials Immediately.The Contractor shall also have a competent representative avail' acceptance. 12 3 3 3 3 3 3 3 3 5 3 4 6 32 71 85 99 i is 130 147 164 204 2SO 2" 3SI 407 466 S62 able to redeve 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 roof. Wall Stud 10.Built U 16 3 3 4 3 3 a 3 4 6 3 s 8 36 AD 96 112 ]29 147 165 IRS 229 2R1 316 395 4sR szs 63z 39. The Contractor shall,at all times,provide constatn and easy access and safe and proper fadlltites for the Inspection of all P roof l ti In of 3-ply built up roof with gravel topping;tie Into existing. 9:32 Bottom Plate 11.New work shall tie In and lap Sd as to prevent leakage. 24 3 3 4 3 4 5 3 5 7 3 6 9 Wa11 Stud parts of the work. 12.All exterior Railing shall be alurtllnum or galvanized, za 3 a 5 3 4 6 3 6 9 a 8 1z Anchor Bolt Anchor Bolt • I • ° • • 40. Before any payment will be made by the Owner,the Contractor shall deliver to the Owner any waiver or releases ofany 13.Flashing to be provided at all roof penetretlon TABLE R301.5 TABLE R301.7 Bottom Plate (lens arising out of his contractfor work completed as of the date of the request for payment The Contractor shall also deliver s,pipes,vents,skylights,chimneys and roof 12 3 3 3 3 3 3 3 3 4 3 3 5 Floor Joist I • . ° 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 roof slope;gable ends and top offoun- teel Strap lapped under sill plate „ satisfacory to the Owner that all payrolls,bills for labor, materials and equipment and other Indebtedness connected with hk 16 3 3 3 3 3 3 3 3 s 3 a 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL I o datlon walls. 12:32 19.2 3 3 3 3 3 4 3 a 6 3 5 7 (in pounds per square foot) MEMBERSb'e 7 MIN. I I. ° p party might In any way be responsible,have been paid or otherwise satisfied Each con 14.All skylights(stalled In roof system with pitch oi3/12 or Iss are to be mounted on min.4"high curbs C$20 work for which the Owner or his ro 15.Install shims to provide roof pitch under sheathing and perpendicular to the roof 24 3 3 4 3 3 5 3 5 7 3 6 9 - ° I• tractor shall also deliver to the Owner written guarantees in form and whose terms and extent will be established In the Joists to provide for roof agreements between each Contractor and the Owner, venting In flat leaders a USE LIVE LOAD ALLOWABLE I k _ rt 41. Each Contractor shall be responsible for cutting,fitting and patching of his work that may be required to complete the 16.A!!lrrterlor leaders are to have 1/2"foam sound Insulation over PVC plping. Exposure B STRUCTURAL MEMBER III I SIIIPIate Table 3.10 Roof Sheathing l�ttachment Requlr�ments for Wind Uninhabitable atticswithout storageb 10 DEFLECTION _ -� word of his contract,no Contractorshall endangeF any work ofany otherContractor by excavating,cutting,or otherwise ELECTRICAL NOTES Loads Steel Strap lapped under altering any work ofany other contractor,and rib Contractor shall do so without the prior written consent of the Owner. Any 1.All electrical work shall be confined to the space and location allowed for It and shall be In sUld confor- Uninhabitable atticswith limited storageb•g Y0 Rafters having slopes greater than 3:12 with L/l 80 sill plate costs caused by defective or III-timed work shall be borne by the party responsible therefore. finished ceiling not attached to rafters ( _ -. C$ZO � ' malice to the National Electric lode and governtnq munldpaltty. wI a speed 1 secoaag".r Imp6r Ill 42. Contractor shall brace shore,reinforce and/or underpin all structures I 2.Provide separate circuits for all applianc am era es based on manufacturer so es 1ao Jos no 11s 120 1m 1ao - 1w 17o too 1+s Habitable attics andattics served with fixed �I I I�m- 5/8"die.W/3"s ware washer ' , ncluding neighboring strudur es,as required for e5, p g d havi goons (See Fig...1.'1 30 Interior walls and partitions H/180 q safe operation.The Contractor Is to take all necessary and prudent steps to shore artd brace existing structure prior to � 3.Contractor(5 to verify with owner,tf the owner will be purchasing appliances and having them Installed by Raker Fastener Spacing stairs 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 /*runs panel tmerm. 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 sham!Install,as per Owners direction,arty and'all Intercom,alarm,thermostat,telephone and/or sheathing to3adon Uplift Load per Nail(Ibs) Balconies(exterior)and decks 40 folds,staging,platforms,runways,hoists,ladde chutes,temporary flooring,guard rallings,shaftwa spacing Edaes Supports r's. s, y protectlolns,etc.,for TV Antenna Wlrin I Ceilings with brittle finishes(including plaster the ro g n walls prior to s ork o nfor All wiring shall be concealed M walls,floors,or ceilings li"-1 p"I I;°.1 Fire esca es 40 L/360 p tectloln of workmen and of the public shall be provided,erected,and malnta{ned In accordance with the requirements P and stucco of the New York State Buildin Construction Code,and all other la 5,All wring shall lu copper end ant work conform with NEC and NYBFU end shall be Board of Flre Underwriters 6 1z v 19 n z3 2s za 30 35 41 47 s3 60 61 7E ) g WS, rules,or ordlnaceS of all Governmental Agencies having approved end Include the following: 6 6 9 ID 11 12 13 14 Is 18 21 24 27 3o 34 39 Guards and handrailsd 20011 Ridge Structural Ridge Rafter to Stud Jurisdiction.Contractor shall provide,erect,maintain those Items required for use,obtaining all necessary permits,Inspections a)all wiring for new switches,outlets,fixtures,re-drculUng necessary to allow for all new work,all rewiring of 12 t h Ceilin s with flexible finishes includin and approvals,avid remnove those Items which have served their purpose and when directed by the Owner,unless otherwise existing fixtures and labeling of circuit breakers to Indicate circuit use. 4 4 5 7 7 s 9 9 a 9 14 16 1e zD 13 z6 g g b)furtilsh NFBU Certiflcate at completion ofwork• � Carbon monoxide R314&R315 3 3 s 5 6 6 7 7 a 9 10 i2 14 IS v 10 Guard in-fill components 50 gypsum L/24D stipulated. 6.Furnish and Install single station smrl0ke deteding alarm device In Cbmptiance with Sec: of NYS Buildtnq 6 u z3 zs za 31 3a 37 ao 47 54 6z 70 79 lr> 104 41. Con actors shall make timely submfsslons to the Owner of thewariors Items as set forth So as to allow reasonable and ade� 6 6 12 13 14 16 17 19 20 24 27 31 35 40 45 52 Passenger vehicle garages' 50' board _�vd 4 g1RAP SEAM 4 gnyp rate tune for review, osslcte r any ptiath pprOval of submisslons without delayln the Code and shall be provided outside each separate steeping area,In each sleeping space and on each floor level. 16 +Sv ��-^ q p ,possible rewbmisslon and for a • 4 A 9 10 to I1 12 14 16 is 21 z4 z7 30 is Rooms other than slee I All other structural members L/24D " ss progress of the entire protect or any phase otthe project. 7.Contractor shalt verify with the owner location and uantl of lighting fixtu Intertorzone 3 3 6 7 7 8 9 9 l0 12 14 16 is 20 23 z6 ping rooms 40 12 Mln. 12 MIFl, . , q ty res,switches,outlets,etc.prior 6 12 27 30 33 l7 40 44 4a 56 65 74 64 95 107 12s 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 dz 48 54 63 Sleeping rooms 30 H/360 � a.Provide a minlmum of one outlet In a hallway that exceeds 9'-O"In length. 19.2 stucco finish • 4 9 '° " 12 l4 15 16 19 22 15 29 32 36 4z Stairs 40= ; - • These plans are designed in accordance with the American Forest& Paper -9.Provide one outlet In each room a minimum of6'-0"from the entrance to that room. 3 3 7 8 9 9 10 11 12 14 17 19 21 24 27 1I a CS20 O Association Woof: Frame Construction Manual for one and two-famil dwellin S 6 u 34 37 41 46 so ss s9 7D Al 93 ions n9 i33 156 _ Exterior walls-wind loads with other brittle C5121 ° �10.Provide a minlmum of one GFl outlet within 3'-0"of airy sink and a minlmum of one In every bathroom H/240 y g unless otherwise 24 6 6 17 19 21 23 25 28 30 35 41 47 53 60 67 7A finishes o $pedflf'd' 4 4 12 13 14 16 17 19 20 24 27 31 35 40 4s 52 TABLE R402.2 3 3 9 10 11 12 13 14 1s IA z1 z4 z7 30 34 39 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind loads'with flexible O o _2018 Edition -prescriptive method_ 11•Contractor must verify with his Ilcensed electrician ti an upgrade of electrical service Is required for this project prior to submitting a bid. M1120" 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. CONCRETE finishes Contractor must also notify the Architect of locations If not shown on plans. 1z 6 u 3z 3s 39 43 47 51 s6 66 76 a7 90 % izs 1d7 e e 2020 N.Y.S.Building Code a 2020 N.Y.S. Mechanical Code 6 6 16 1S 20 22 24 26 18 33 38 44 SO S6 63 74 Lintels supporting masonry veneer walls L/600 PLUMBING NOTES 1 4 1t 12 13 15 ]6 17 19 2I 16 29 33 3A 42 49 MINIMUM SPECIFIED •• 3 3 8 9 10 11 12 13 14 17 19 22 25 28 32 37 6 12 42 47 52 57 63 68 74 87 101 116 132 149 167 196 COMPRESSIVE STRENGTH° •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code •. 1.All plumbing work shall be In strllct conformance with all state and local codes. 6 6 21 24 26 29 32 34 37 44 51 58 66 75 84 9A TYPE OR LOCATION CF CONCRETE •2020 N.Y.S.Existin Buildin Code •2020 N.Y.S. Pro 2.Hot water heater shall have a maximum temperature settin eg (f�) • All roofs, ceilings, floors designed MTS30 g g pertyMalntenanceCode gotl4od reesF. 16 -3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specMcatlons. 4 4 14 16 18 19 21 23 25 29 3a 39 44 so s6 66 CONSTRUCTION •2020 N.Y.S.Energy Conservation Code •2020 NFPA 70 National Electric Code 4.Provide Insulation on all new plping as required by code. is 3 11 12 ]3 15 16 17 19 22 26 19 33 3R 42 49 Weathering Potemlal6 - ---- 5.Remove and relocate all existing plping as required to assure the proper execution of the work. Perimeter Edge tone 6 12 50 56 61 68 IS a1 A9 Jos I21 139 I5a 179 2W 235 Ne ll able For dead load of 10 P.S.F. •2020 N.Y.S.Fire Code •2020 Uniform Code Supplement &below grade waste lines shall be,XHCI piping. 19.2 6 6 IS 2A 3f 34 3R 41 4s 53 61 70 79 90 tDo 11R g'g' Moderate Severe 4 a 17 19 21 23 2s 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 5D 59 7.Potable fines Shall be type"l"copper. . 6 12 63 70 78 as 94 102 III 131 152 174 198 223 250 294 other concrete not exposed to the 2,500 Z500 2,500° - •2020 N,Y.S.Plumbing Code •2020 Supplement t0 the N.Y.S.Energy 8.Alt gas Or oil plping required shad!be performed by the plumbing contractor. 9.Sanitary disposal system shall be County Department of Health Services a roved for desi n and Conservation Construction Code PP 9 24 6 6 32 35 39 43 47 51 56 ti6 76 87 99 11 12 ]dl weather Installation The Owners surveyor shall be responsible for design and locations of these facilities as well as 4 4 21 24 26 29 32 34 37 4d 51 s8 66 75 84 98 - 3 3 16 1R 2D 22 24 26 2A 33 3A 44 50 56 63 70 Basement slabs andlrtedorslabs Column Ca CD Floor to Floor Connection oobtainingall ermitsor 2,500 2,500 2,500c ForSl:, ound r P Corner HOldown �ci7T pprovals. P Fastener Spacing on grade,except garage floor slabs p pe square inch=6.s9s kFa. 10.Contractor shall provide hot water baseboard heat throughout at perimeter walls unless otherwise noted. Uplift load per Nail(Ibs) Gable Endwall Rake or tin•) Basement walls,fOUndatiOn WeIIS, a.Strength at 28 days psi. LENGTH Rake Tnss with up to 9" 6 2R 31 35 3A 42 46 0 59 6R 7A BA fDo 111 f 31 D.See Table R301.2(1)for weathering potential. H D U END GENERAL NOTES 11.Water main most be 7'-0"away from the sanitary disposal system and 4'-0"deep. �"uf". 12.In beating walls or partltlons,no stud Is to be cut more than 1/3 Its depth to receive plping,dud or eledri- exterior walls and other vertical d d c.Concrete In these Ioor wea that is subject to freezin and the"win durin „ Rake Overhang 4 19 21 13 z6 1A 31 33 39 4s s1 s9 67 7s Aa 2,500 3,000 3,000 1 9 9 9 e 1. The mechanical s tem shall be installed in accordance with cha ters 12-24 of the COrICfele construction shall beair-entrained concrete In accordance with Footnote d. - 12 of p Cat work. 1a t6 is 19 z1 23 zs 3D 3a 39 4n so s6 66 ��� c Residential Code Of New York State. work exposed to the weather d.concrete shall be airermained Total air content(percent by volume of - - 46 2. The lumbin s stem shall be installed in accordance with cha tern 25-33 of the 13.All water service and distribution pipe and fittings to be copper alloy. concrete)shall be not less than 5 percent or more than 7 percent. ° p 9 y p Porches,ca ort slabs and ste s 9 CLEAR Residential Code of New York State. Expose re B p e.SeeSeMion R402.2formaxlmumcementlWusmaterlals content o SPAN 14.All drain,waste and vent piping and fittings to be PVC-DWV Table 3.11 Wall Sheathing and Cladding Attaclhment exposed to the weather,and garage 3,50od• f.For garage floors with a steel-troweled finish,reduction of the total air content 4n 3. The electrical equipment and wiring shall be installed in accordance with chapters Requirements for Wind Loads floor 2,500 3,000d,e,I e,r (percent by volume of concrete)to not less than 3 percent is permitted if the o 34-41 of the Residential Code of New York State. 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. - slabs 4,000 psi. BCS Ali glazing shall comply with section R308. Wind Speed 5. In all frame walls,floors and roof/ceilin s coin risin elements of the buildin thermal 'i •;.' . END 9 p 9 9 3-second gust g0 95 Soo 105 110 115 120 130 140 150 160 170 180 195 LENGTH envelo a moisture va or retarder shall be installed on the warm in winter side of the (mph) TABLE R301.2(1) - „ pe• P (see F� ieure 1.1� CLIMATIC AND GEOGRAPHIC DESIGN \ t; C52O 12 insulation in accordance with section R3i8. 6. Wall and ceiling finishes shall have a flame spread classification of not greater than 200 STRUCTURAL SHEATHING CRITERIA � �!-'-•- 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 SUBJECITODAMAGEFROM 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 Splacing for 8d Common Nails or 10d Box Nails(inches,cix.) Frost FLOOD SHEATHING index of not greater than 450 in accordance with section of the R302.10 (inches,o.c.) SNOW Speeds Topographic Special wind Wind-borne DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL SIDING Weatherin ° Ilne Termhed HAZARDSQ 8. Interior wall coveting shall be in accordance with section R702 and exterior wall 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 LOAD° (mph} effectSk reg10n1 debds Zone"'CATEGORY' g depth6 TEMP+ REQUIREDb INDEX' TEMPI FLASHING FOR covering shall be in accordance with Section R703. G���Q t,an e- T TITLI= Interior zone 36 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 ABA44 WATERTIGHTNESS i 9. Asphalt shingles shall be installed in accordance with section R905.2 �E ►1l.j(� GENERAL N CST E S 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 20 Ib 130 Yes No B Severe 3g" M to H 15° Yes 150 45° DECKING ���!�N S.SCh, /r 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 MANUALJDESIGNCRifERIA" or< ° e �(/ t1v G �� PRO.EGT N/1NiE Perimeter Edge Zone 16 6 12 6 32 6 12 6 12 6 12 6 12 6 1I 6 12 6 12 6 12 6 12 6 12 6 12 6 6 ° 4C �1 -1 Indoor Heating APPROVED JOIST HANGERS `� �7 24 6 12 6 12 fi 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 Design 2•MIN.-<� 2x LEDGER WITH FASTENERS � �� � Elevation Latitude design temperature ., IN ACCORDANCE WITH TABLE R507.2 .' � i heating cooling coaection factor temilerature cooling J jsc T BOARD SHEATHING or LAP SIDING tetnperalure difference Sheathing Size Rafter/Truss Spacing, • -' .. HOLD-DO TIONS,CE NLYDIS RIBUT ACITY _;Y'';,"I KEl�NE- H SCHULAZAN • FLOOR JOISTTS AT4 LOCATIONS,EVENLY DISTRIBUTED - Minimum Number of Rd Common Nails or 10d Box Nails =•`'� '..e s._ ALONG DECK AND ONE WITHIN 24.OF EACH 17ATEi END OF THE LEDGER.HOLD-DOWN DEVICES •wnc.GQ1 ARCHITECT,P.C. (iOChes,O C.) Coobng Wind Wind velootty Coincident Dady Winter Summer "�.• SHALL FULLY ENGAGE DECK JOIST PER lIJrLL..g5,3 Per SuPPOrt '~'i'...-.:: t 209 LYNN AVENUE SG/U-Et tempetaNredifference velocity heating cooling wet bulb range htmlidity humidity HOLD-DOWN MANUFACTURER. Ix6 or 1x8 Sheathing 1z-24 z z 2 z 2 z 2 z z z 2 z z 2 '� ` E. 11YORTHP'ORT,N.Y. 11731 Typicaal DTT1Z Deck-to-House O' p �t �' AFIRLYTHREADED'/.DIAMETER LAG `ek-{`bG•v• TIt�L• �FAX•�8.31)3BS'sI+�SS 1x10 or Lan er Sheathin 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 LaUteral Load COnnaCtlOn SCREW PREDRILLED W/MIN.3'PENETRATION .IOB NO: SHEET NO- . TO CENTER OF TOP PLATE,STUDS,OR HEADER. . I I I AMERDMENT -- ---- 8 No - � I I M) x 8 IP /STILLWATER AVENUE f � f oF pAvEroNT _ I N 1�t Z 1 o F bo> a nl _ o m �= --5---- -------- --u 1� Rim O O I K I T G He jJ fl nl 5�' � Ul � W U.P.------ N55'15'00"IS - - --- �- 150.00 - d3. CA W/p U 0 c �� zor1E x +� � 1O Lor 15 q-' \` �% t for 16 ti-%* CIO A S. o I _ 4 " - - - orzr wEt1 71.4' 1 ::SY?::: ............. 1 D N/r $ V •.x3• Q 7.7 ................: :.` ' i o MAS A Iwab E ctRarsM x S-b- icy 1 :+ 1 1 1 M �� .4' sl :: :. loo :::;::::::::: t i c°°n_ Exrs►wc nwK (Z 1 0�9� oz , EL 7.3 ! St1ED N _ - _ 7 . G. L At3 c i-! X(O rlIril._��.� 3 fy ' x aLl f2" v+ _ _ .W 0.3'S �`G ...:. '• + :•:ts.9'•::+ i •0 1 .8' EL 3.0 S P 5 T M 1 1-R o A K R t D cj t; �j f.L, rroN "S5r'45'00"w :::.. ,'I troop °. SOW QDEICK L , = I t 55.00' :SOD' .5 s e..7 2 ,.s• 'y z ; Z'�TOAL wEnANo OMWDARr 9 ✓ 3 AS OnAWATM 8Y NFh1 ZX to LEnU�R T3oP.Ro - ' x s M _ LOT IAiE BOUNMRY 0 P/0 LOT 14 "'� ���' EN-CONSMAN►S 06-02-22 t3ol.•-('rb '� Z �'t3DLTS �'lko 0 SGt� ee, s' I I — P „ 2`1°O.c.-ST I,. � Z�of N: U A.R FyAl I LAND N/F ---- II p }� l ,. 1 _L i v I (-1 G l\I - I� G .- N -' GO N V E CLS(Ot4 w� raw�sr 5 �, l� � t� (�C�t7 � � I l�l i N C� ��, -� , 7 IfBATH T ( 2 I I 9 EUGENE CREEK i � N _` �'Ac►c OQf LJ T I CD F k\\ L I. T E- L IL\ r� .f` aPE.NtNG, . 131'i�x91 2 IGROLP.M F,I bU E-POST- 0 W N 11 FTTI 111 11 1 -T 4 N e=l -.7 '>e to ?,, K 1 0 c. I rb 11 10h 11 I m I I P(A I IcNY1 I rE SU L P•?'l O t� F-vRK �oWN �XlST. Zxco EW R- 3o � cJSv�,AttoN �c yT• v N�yl. v Et4-r>F-:rb 50-rFIT 21 VF-i4T - - � I i�>=ma�ti taPLL _ FcX 15-f- Z. � y 5TV b 5 1�.1 f rl� }•.l _ � o a� i I L ( Y � I��:� �M I � 0�"�1 G � t-�+eW 2K-Co STV�,5 - I to"o.c.. t4f fL Zn -19 If i 14 it I I Lo° o•c. t,J CZ-3 c� S�f�� Fo P.r'1 t Nsv l.• 1177 G P,p� W L P A Q FExls� yp P�c- SL 6 c.o_ �1 3 Z' Z� c•o_ F3oL-C�b 1.�1� ��1u� t3ol.-T S 4f� E� -- l\ o s c,p,L �IEp ARC e►�EET TiTLe s Sc . cy/��, - UP�A�� GONVGizS�DN PLP,NS �� ���• � �� L��`� PRo.EcT NAME STILL.WATEk P.VE GCiTC-}{p VE KENNETH SCE-IULMAN DATE. ' ARCHITRCT.P.C.' 209 LYIMN ANMNLM SCALE, N o-rr-p E. RFA633Y2 en S /FAX.( 1) 68-388 .Ioa No,. 7-4 S 9 SHEET No. - - - I - - -- - ----- -- Table .3.1 Nailing Schedule Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Exposure B TABLE R301.2.1.2 R3o1.2.1.2 Protection of openings. Exception:Wood structural panels with a GENERAL NOTES - 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 shall bear on virgin soil having a minimum bearing capacity of. . (1)ton per square foot All Numller of Number of ,sturdy and familiarize himself with the site and with all trades and parts of the work Each Contractor shall cooperate and coor xterior footings shall be a minimum of 3'-0"below grade unless noted otherwise In plans. {Prescriptive Alternative to Table 3.4) FASTENING SCHEDULE FOR WOOD windborne debris regions shall be protected mm)and a span of not more than 8 feet Vitiate his work with the work of other Contractors. 2.All existing All,roots,and other unsuitable bearing material shall be removed and footings carried to the Joint Description Common Naiiis Box Nails Nail Spacing STRUCTURAL PANELS`•b,c,d . 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 verily assumed soil bearing capacity and assume,full responsibility for wind 5 ed herein,and shall be Incorporated Into any and all agreements between the Owner and the Contractor. same.Contractor to notl Architect of any soil variation or condition adverse afe ctin assumed bearin ROOF FRAMING protection for windborne debris shall meet opening protection. -Panels shall be 3, Nothing on this drawing shall be construed as modl n In any way the Contract between the Owner and Contractor or the to ad fy g 9 3-second gust(mph) 90 95 100 ]05 110 1]5 120 130 140 ]50 ]60 170 180 195 - FASTENER SPACING � q p ty prior to the pouting ofany footings. Rafter to Top Plate (Toe-nailed) (see Table 3.41A) (see Table 3.4A) per rafter - ab the requirements of the Large Missile Test precut and attached to the framing Contractor and Sub-Contractotx 3.Minimum compressive strength of concrete at 28 days to be as follows concrete to have 5%tO 7 0 See Fl ure i.i (inches) 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:l C=3,000 psi stone concrete air entrainment er R402.2 Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.41A) (see Table 3.4A) per joist of ASTM E1996 and ASTM E1886 as surrounding the opening containing the Ceilin Joist to Parallel Rafter (Face-Waited) (see Table 3.91A) (see Table 3.9A each la Wall FASTENER TYPE Panel 4 fern< 6 feet< York State Energy Conservation Code,Federal OSHA,and atl of the Local Governmental Agencies having Juriseilctlon,Insofar as b)slab on ground:f c>�2,500 psI concrete Garage slab=3,500 p.s.i. P g ) p Raper/Ceiling Joist Number of 8d Common Nails or 10d Box Nails(Toenailed) 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 3.91A) (see Table 3.9A) each lap 5 cin in Height Re ulred in Each Rafter and/or Ceilin Joist to To Plate Connection'•''''` span< panel span panel span 5. The Architect shall not be res onssble for the erformance of the General Contractor or any Sub-Contractors,nor shall he 4.Anti-h dro shall be added If pa g(' ) q ' g p p p y pouring takes place at 32 degrees F or less. Collar Tie to Rafter (Face-nailed) (see Table 3.(6) (see Table 3.6) per tie (ft•) 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 slabs and wood sill plate shall be anchored to the founda- Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end g 2 2 2 2 2 2 2 2 3 3 3 3 3 3 windborne debris shall meet the anchorage method and shall be secured 6. All existing equipment,utilities,structures,and other Items Interfering with the Installation of the proposed equipment and Uon with anchor bolts spaced a maximum of 39" on center.Anchor bolts shalt also be located within 12" from No.8 wood-screw-based Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 12 30 2 2 2 2 2 2 2 2 3 3 3 3 3 3 re uirements Of an a roved im act- with the attachment hardware roVided, structures shall be removed and replaced and shalt be subject:to approval of the Owner.The Contractor shall determine enet/or the ends of each plate section.Bolts shall beat lees'5!8"In diameter and shall extend a minimum of 7"Into anchor with 2-inch embedment 16 .10 8 q PP P P verify the actual location ofany and 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 WALL FRAMING 16 length resisting standard or ANSI/DAMMA 115. Attachments shall be designed to resist Incurred shall be the reponslblllty of the Contractor unless otherwise agreed upon by the Owner. 6.Pertorm required alteration to e:adsting concrete.New work Installed adjacent to and connectlnq 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 trowted smooth and even. Top Plate to Top Plate (Face-nailed) 2.16d 2-16d per foot g 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 modifications as may be necessary or desirable at the time 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 i determined in accordance With either 8. DO NOTSCALE 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 lieu of poured concrete where pemiltte3d by Local Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. - ditions.The Contractor shall verify ail 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 commencing 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 1/,,-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 plaits,the Contractor shall colllars at plumbing pipes In crawlspaces unless otherwise noted. Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.SA) 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 2-16d3 z 2-16d''z 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 construction means,methods,sequences,or pro 10.Backfill shall not be placed against foundation walls until the concrete Is ofsutflcient strength and until the or Blocking (Face-nailed) - buildin cedures,or for safety precautions and programs.Contractor shall be reponsible for adequately bracing and protection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. For SI:1 inch=25.4 mm.1 foot=304.8 min,1 pound=4."Il N.1 g.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.f pour is Interrupted a vertical key shall be provided. FLOOR FRAMINIG Wind Speed mile per hour•D 447 m/s Table R301.2.1.2 is permitted for 11.The Contractor shalt check and verify location ofany existing overhead or underground electrical or other hazardous UUII Horizontal Joints are not permitted. 3-second gust(mph) 90 9S 100 10s 110 ]]S 120 130 140 ISO 1164 170 180 19S a.This table is based on 1s0 mph uttimate design wind 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- Joist to Sill, Top Plate or Girder (Tce-nailed) 2-8d 2-10d per joist buildings with a mean roof freight of 45 dults,etc.as required for trades before placin (See Figure 1.1) speeds.V ti and a 45•foot mean roof height. 12.The Contractor shall be re3sporrsible for temporary electric,water,toilet facilities,fencing,barricades,security,and clean- g concrete. Bridging to Joist (Toe nailed) 2 Sd 2 ]Oct each end feet (13 728 mm) or less where the up as agreed upon between the Owner and the Contractor.Upon completion otwork,Contractor shall broom clean aR affected 13.Concrete:work Included; O.Fasteners snail De Installed at opposing ends of the wood 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 footlngs,foundations,steps,platforms,etc.,as per drawings. Spacin Wall Hei h 1 ultimate design wind speed. Vuh, is 180 b)all concrete slabs. Blocking to Sill or Top Plate(Tce-nailed) 3-16d 4-16d each block B g t(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(pFf) inch rromtne cage°tine pond. 13. Contractors orSub-Contractors whose work and Installations require sleeves,hanger Inserts,bolts,anchors,etc.,to be Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist (in•) c-Anchors shall penetrate through the extenot 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. whh 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 shalt be provided and their locations d)set anchor bolts. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 budding frame Fasteners shall be located not less than V/2 coordinated sufficiently in advance,so as not to delay the progress of a job as a whole.All such Items shall be Incorporated so 14.Damp proofing:work Included; Band Joist to Joist(End-nailed) 3-16d 4.16d per joist 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 inches from the edge of concrete block of concrete. they will meet the correct physical elevations of floors at each level.They shall be secured Into the framework for concrete 90 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 a5 to rmelntatn tht'lr proper location and position during the placing of concrete and removal of formiwork. projections. it 2 2 2 I 2 2 2 2 2 2 2 2 2 2 attached using vibrabon-resistant anchors having 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 backflllling. ROOF SHEATHINIG 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 ultimate wdMrawal 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. Wood Structural Panels 8d 10d (see Table 3.10} d)apply Celotdx Trowel Mastic or approved equal on all foundation walls below rade at basement and crawl 16 2 2 2 2 2 2 Z 2 2 2 Z 2 2 3 provided between work areas and the rest of the butldfing. g 15. Each Contractor shall be reponsible for all loss or damage arising from the action of the elements such as water,heat,wind spaces. Diagonal Board Sheathing i8 2 2 2 2 2 2 2 2 2 2 2 2 3 3 NOTE: e)mastic shall be applied at the rate of 1/8"thick wet- or other unforseen dflfilculties which may be encountered to pertorming the work to be done under his contract In the event 1"x6"or Vx8" 2-8d 2-10d per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL STRAPPNG TO BE 1 V4'X20 GAUGE STM OR ofany suspension otwork,each Contractor or Sub-Contractor shall protect his work and materials against damage.Any work CARPENTRY NOTES 1"x10"or wider 3-8d 3-10d per support 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 'SWPSON EQLIVAL ENT-CS20(COLED STRAIP) or materlals that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his CEILING SHEATHING 30 2 2 2 2 2 2 2 2 2 2 2 2 2 3 CALL STRAPPNG SHALL BE INSTALLED PRIOR TO SFEAThRJG.) 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. TYP.PROVOE 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. 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 \ tion.The Inspection of the work Is Intended to aid the Contractor in a lying labor and materials to and In accordance with the 2.All exterior naltin n exposed exterior wood,shall be aluminum or galvanized Gypsum Wallboard Sd coolers Sd coolers 7"edge/10"field 1CNCi ATTAt�if6YT Vh•HV OP 9 i 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALR3 13]OR RAFTERS specifications,but such Inspection shall not operate to release the Contractor from any of his contractual obligations. 3.Provide`cats"at all exterior and bearing walls and all walls over 8 feet high.All stud framing having an WALL SHEATHINIG 16 2 2 2 2• 2 2 2 2 2 2 3 3 3 4 !om 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 bridging or otherwise be braced In an approved man- Wood Structural Panels 8d 10d (see Table 3.11) CRPPLE CONVECTION H-2 A requirements, ner at Intervals not exceeding 8'-O". 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 OR EQUAL OR STRAP 18. All materials shalt be new,as called for In the drawings,and the best of their respective kinds.No substitution shall be made 4.All floors designed to withstand a combined five load and deed load of 50*per sq.ft-for living areas and 403E Structural Fiberboard Panels 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 I DETAL a LE FT by the Contractor without the prior written approval of the Architect For portions of the irk not shown In detail but which per sq.fL for all other areas. 1/2" 11 ga.galy. roofiing nail - 3"edge/6"field are shown generally,or for reasonable Inference as being required for a proper and complete Installation,the material, 5.Design timber stress-Fb;850,IE=1,600,000 psi,Douglas Fir Larch No.2. (0.120"xi-1/2"long x 7l/16"head) 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 brie In or solid blockin g g g�8'-0"oc maximum floors and callings. 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,sills,posts,beams and jolsts shall be construction grade Douglas Fir No.2 appearance. 2S/32" li ga.gals. roofiing nail . 3"edge/6"field 12 2 2 2 2 2 2 2 2 2 3 3 4 4 S 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 8.Studs are to be doubled at the slides of openings In exterior walls and bearing partitions.All headers 5'-O" (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 fEa41m®FOR At1 NEW oorstAJCT1or AIOICR WW AEUT06 rejected shall be Immediately removed from the work and not again ofered 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 5_ 5 20. All work shall be executed In a workmanlike manner and all mechanics shall be skilled In their trade. 9.Joists supporting-parallel partitions,spaced apart to permit the passage of plptng or duct work,are to be Gypsum Wallboard Sd coolers 5d coolers 7"edge/10"field A MAILING SCHEDULE'B': Ivaco rt meemsrraicnot r4 mw 21. No note or detail or lack thereof shall be construed as relieving the Contractor from execution of all work In accordance blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. Hardboard 8d 8d (see Table 3.11) 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 D Aa M OPB*U R KILWO M POR WWW CPSOM 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 Sd Sd (see manufacturer) 20 2 2 2 2 2 2 3 3 4 4 S 5 6 7 Notate„ 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 Rwglt A B 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 withdrawl capacity of the fasteners. Diagonal Board Sheathing Opening for construction of this project 11.Provide Flrestopping ai required In compliance with part R602.8 of NYCRR. 1"x6"or 1"x8" 2-8d 2-10d per support Table 3.6 Ridge Connection Req uirements for Wind B r-0• 2 o w I I I 1 24. No request from any party for Information regarding clari ication,amplification or explanationofthe drawings or notation, 12.Do all cutting and patching for all trades.In bearing walls or partttlons,no stud Is to be cut more than 1/3 of Exposure B C E f4r• 4 o M 2 2 2 2 or request for permission to vary or deviate from the requirements of these drawings or notations,will be entertained by the Its depth to receive piping,dud work, or electrical wiring. 1"x10"or wider 3-8d 3-loci per support (Dead Load Assumptions: Roof Assembly DL=10 psf) gv a m 2x4 4r n a• - 3 3 3 t 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 V-o- a fD 2x4 u o lid 3 A 3 s the Architect Will,with reasonable promptness,consider the matter and respond In writing to the Owner for transmittal to the framing around skylights.Double all beams or joists under bathtubs and heavy appliances. Wind Speed party concerned.The Architect does not;nor wilt not,assume any responsibility with regard to the above mentioned types of • 14.Contractor to provide"Simpson"hurricane dips on all ratter to stud connections&on all stud to box Wood Structural Panels 3-second gust(mph) 90 95 100 105 110 115 120 130 la0 150 160 170 180 195 1fr-o^ 10 m 2.4 4 4 4 4 Inquiry unless above procedure Is followed beam connections. tz-o• a fa zxa 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"or less 8d Iod 6"edge/12"field (See Figure 1.1) Notatlons: 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 and lap Into existing so as to prevent leakage. greater than 1" SOd 16d 6"edge/12"field J Roof span """ F A.N,,kmm CF m whts AT E4a1 ev of s1wwPFr3s IMDlltty of the Architect,his agents or employees. 17.Flashin to be rovided at all floor penetrations, ky q ts, ys,and roof ventilators. Diagonal Board Sheathing Root PHth Required Capacity of Rklge Connection(plf) 9 P pipes,vents,s 11 h chlmne (ft) B.MACIER OF sa srtm a TE FLAT OM Nor J1PKY m DOOM 26. Items shown on plans but not specifically stated In the specifications and/or vice versa shalt be considered to be Included Flashing to be provided at hips,ridges,valleys,changes of roof slopes,gable ends and top of foundation walls. i"x6"or]"x8" 2-8d 2-Sod per support 12 28 39 51 64 77 91 HIS 136 169 205 243 294 327 397 C.HAM OF FM Hftff war silos AT MCH Ere OF gnat In the contract All roof Intersections to have flashing to extend 8"In each direction.All flashing to be aluminum unless noted Vx10"or wider 3-8d 3-10d per support 16 37 S2 68 85 103 121 141 182 226 274 325 379 436 529 D.Nama1 a Iw when e0-NA M TWOM AWAMM two 6T1O To eO 27. Items not specifically called for by manufacturer number or grade specifications,shall be furnished In the most economical otherwise.All rafters to line up directly over studs. OF WAM AT EACH SOE modeN grade or manner of Installation. 18.Install shims to provide floor pitch under sheathing and perpendicular to the roof joists to provide for roof 20 a6 65 85 106 128 152 176 227 28I 3d2 406 173 5/5 661 ' , E NACM OF.NCK STUXI AT EACH F O CF tF11Ua18 MU E DOUREHEAOat9 28. Each Contractor shall carry Worker•s Compensation Insurance In the amounts prescribed by law,and liability,bodily Injury, venting In 3:12 u s6 78 ID2 129 i5a igz 21I z7z 339 alo 4s7 s6g 65a 793 automobile and other Insurance In the amounts and eriods satisfacto to the Owner.The Architect shall be listed as addition flat roof areas. Table 3.9A Rafter/Ceiling Jloist Heel Joint Connrection Requirements zg ss 91 I19 1a9 360 212 za6 31e 39s a79 s6s 663 763 92s F. ""ee'a>m tws t30fWa1 nnouo+AtlJAtHIr JAOt srum ro P ry JACKS AND KNGS A� ee CF slrse AT EACH sM Blare Nor APPt.Y TOOWIS al names insured. 19.Alt Interior leaders are to have 1/2"foam sound Insulation. IPreSCnpUve Alternative to Table 3.9) 3z 74 Jos 137 vo 206 2a3 2s1 363 ,,sz 547 6a9 7sa e73 ros7 SH W4 TYP DETAIL ea L� 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 shell 36 83 118 154 192 231 273 316 409 508 616 730 852 98z 11% their Agents and Employees from and against all claims,damages,losses and expenses Including Attorney's fees arising out of stipulate an allowance for all lock sets. Roof tive toad Ground Snow Load 12 26 35 45 55 65 77 8E 113 139 168 199 231 266 321 or resulting from the performance of the work. - 20 psf 30 psff SO psf 70 psf 16 35 47 60 73 87 102 I la ISO 186 224 265 309 354 428 Solid Sawn Joist and Rafter Notching and Boring;Littnns Stud Notching and Boring Unli is - 21.Use Watefproof membrane fleshing Over all OUt51de tfOOrs. 30. In any and all claims against the Owner or the Architect,or any of their Agents or Employees,i;y any Employee of the ROOFI- 20 43 58 75 91 109 128 147 188 232 280 331 385 143 536 Roof Span{p) Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or anyone for whose acts of them may a:1z 24 52 70 g9 110 i31 153 176 226 279 336 397 163 532 643 be!fable the Indemnlficatlon obligation under this paragraph shall not be limited In any way by any limitation on the amount 1.Fasteners for asphalt shingles shall be galvanized steel,stainless steel,aluminum or copper roofing nails, 72 20 36 12 24 36 12 24 36 12 24 36 ZQ 61 82 304 128 153 179 206 263 325 392 464 540 610 750 Notch � depth<z/ad 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 mi nlmum 3/8"diameter head,ASTM F 1667,of a length to penetrate through t 1"", 32 69 94 119 146 174 zoo 235 301 372 448 530 617 7D9 as7 ep..r t 1, 4r Conpensation Acts,Disability Benefit Acts or any other Employee Benefit Acts. the rocifin materlals and a minimum of 3/4"Into the roof sheathing.Where the roof sheathing Is less than 3/4 Raper S Ra er p,"°Iy Hole edge 31. All work let under these drawings shall be guaranteed against defects to material and workmanship for a period of one(1) thick,the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F 1667. " lope Required Number of 16d ComnNon or 40d Box Nails per Heel)Dint Connection 36 78 Jos 130 164 196 230 264 33R 4ta 504 596 694 797 9Ga Outer 1/S or distance,s/s^ p cy,or the Owner s use otthe premesis *EXCEPTION:Asphalt strip shingles shall have a minimum of six fasteners er shin le where the roof Is Spacing(in.) 12 3 5 11 3 6 9 5 9 13 6 12 17 12 20 27 35 43 51 60 69 88 109 132 156 182 209 253 span only year from the date of the acceptance of the Owner.Granting a Certificate of Occu an ' 16 26 36 46 S7 68 80 92 118 146 176 208 242 279 337 Hole diameter shall not constitute acceptance ofthe work. D g 16 4 7 10 4 8 12 6 12 17 8 is 23 <2/sd In one of the following categories:(areas within 1 mile from the water) 3:12 20 33 45 58 71 85 200 115 147 182 220 260 303 348 421. Stid single stud Hole dlameta. 32, Contractor shall Inspect site and make all appropriate Inqulrires to determine conditions and field Construction criteria a. The basic vMnd s eyed 39.2 4 8 12 5 10 is 7 fa 2t 9 i8 27 <t 3/S stua prior to submission of bids,and shall make no additional claims regarding site conditions thereafter. P per Figure R301.2(4)Is 1 JO miles per houror greater and the eave 5:12 24 40 54 69 85 102 119 138 177 219 2bi 312 364 418 506 v 24 5 10 15 6 12 18 9 17 26 12 23 34 28 46 63 s1 99 119 139 161 206 255 308 364 424 499 S90 depth,IMe& 33. Contractor shall obtain all required approvals,permits,certificates of occupancy inspection approvals,etc.for work per b T feet or winds peeve grade. 1/+,ciao O .•-' 2^kne. were formed from agencies having jurisdlCtlon thereof b. The basil twlnd speed per Fggure It;3012(4)Is 120 mites per hour or greater. 12 3 4 6 3 5 7 4 7 10 5 9 13 32 53 72 92 114 136 159 194 236 292 3S2 416 485 557 674 °ept°1Aa' 2. Asphalt shingles shall only be used on roofslopes of two units vertical In 12 units horizontal(2:12)or greater. Hole edge 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a a:iz I6 3 5 8 3 6 9 5 9 13 6 12 17 16 60 81 104 128 153 779 207 265 32a 3% 441 164 199 728 distance>5/8" g perf,dt from the village prior to starting any work. For roof slopes from(2:12)up to(4:12),double linderiayment application Is required In accordance with Section r MIn ulllfin _ 24 3 6 9 4 7 11 6 11 16 7 14 21 12 20 26 33 54 48 55 63 0 99 119 1,,1 164 JAR 302 1/3 rolot 35. The General Contractor shall coordinate scheduling ofSub-Contractors and other Contracts and shall provide every posti �7 24 4 8 11 5 9 13 7 13 19 9 17 26 16 27 35 as Sa 63 74 85 ler6 133 159 188 219 250 302 d.peq Me.. 3.Asphalt shingles shall have self-sealing strips or be interlocking and comply with ASTM D225 or D3462. 20 33 a4 ss 67 79 92 106 135 166 199 23S 273 313 37B J1/6 Joist ble cooperative effort to coordinate ctmtpletion of all work.The General Contractor shall cmplete a comprehensive shcedule 4•in areas where the average datlly temperature In January Is 25 degrees F(-4 12 3 3 5 3 4 6 3 6 8 4 7 ]1 ,dewtk M.x. of all work pertaining to all contracts and shall submit same to the Owner In an acceptable format for review well In advance of degrees C),or less or when 6:1: 24 as s3 66 t30 9s 111 127 L62 L99 239 2s2 3r7 376 4s3 Table R30120)criteria 50 designates,and Ice barrier that consists ofat least two layers of underld 16 3 4 6 3 5 7 4 7 11 5 9 14 work comtnenu ment. cemented ormal 5:12 28 17 6] 77 0 127 148 169 215 232 279 376 416 436 529 36, Contractor shalt coordinate construction activities with Owner to minimize Interru bons to normal owner operations. gather or of a sell-tineeave polymer a Point a least 2 sheet,shall be`us io In all of normal ]9.2 3 5 7 3 6 9 5 9 13 6 11 17 D underiayment and extend from dif eaves edge al a point et least 24"Inside tfie exterior wall line of the old 32 s3 70 6fi 107 ]z7 14e 169 215 26S 319 376 436 sot 6os 3T.The Contractor shall conduct all work In such a manner so to not Impair the structural Integrity or stability of adjacent g. 24 3 6 9 4 7 ii 6 1] 16 7 is 21 36 60 79 99 121 Ia3 166 190 24z 29s 3sa 423 491 s6a 6ao structures,equlpmerrt,or utilities.Should damage occur as a result of the work,the Contractor shall repair or replace said 5.All metal flashing where called lfor on plans shall be aluminum. 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 1S3 17S 211 damaged Items to the sa�sfaction 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 i6 3 3 5 3 4 S 3 5 8 4 7 10 16 36 43 so S7 6S 73 82 102 12S 149 176 204 233 28t STR IA P P I N G D ETA I L S associated with Work Discontinuatlon,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. water drainage system as 11 be c'!d. 7:i2 20 as s3 62 72 $I 92 103 127 IS6 187 220 254 2.91 351 38. The Contractor shall have a coin tent representative or foreman resent,who shalt follow without delay all Instructions 7.All exterior openings shall be property flashed. 24 3 a S 3 4 6 3 6 9 a s i2 D 8.All work shall beer a written one(1)year guarantee from Roofing Contractor from the date of the Owner's 7.1z•u:iz za 54 6a 75 g6 9s ilo i23 153 igz zza 263 305 3so 421 otthe Owner or his/her assistants In the prosecution and completion of the work In conform) with this Contra 24 3 5 7 3 5 8 a 8 ]1 5 ]0 15 ty Ct,and Shell Sill Plate to F©undation Anchor Bolts havetullauthoritytosu acceptance 28 62 74 87 300 114 129 144 178 218 -26L 307 356 408 .491 pply labor and materials Immediately.The Contractor shalt also have a competent representative avail 12 3 3 3 3 3 3 3 3 5 3 a 6 9.All roof Intersections to have flaashing to extend 8"(measured rertical 32 71 85 99 its 130 147 164 204 250 299 3Sl 407 466 SO able to receeve telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours ly)above flat root 16 3 3 4 3 3 4 3 4 6 3 5 8 Wall Stud 11.Built up roof l tl In of d lap o as up roof ntth gravel topping;tie Into existing. 9:12 36 80 96 112 ]29 147 165 1R; 229 2R7 336 395 45R s2s 63z 39. The Contractor shall,at all times,provide constatn and easy access and safe and proper fadlltltes for the Inspection ofall f 1.New work shall tie in and la Sb as to rtwent leeks e. 19.2 3 3 4 3 4 5 3 5 7 3 6 9 Wall Stud Bottom Plate parts of the work. D D 9 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 12.Ait exterior Walling shelf be aluminum or gatvanized 24 3 4 5 3 4 6 3 6 9 4 8 12 Anchor Bolt I . 13.Flashing to be provided at all roof penetration 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 contract for work completed as of the date of the request for payment The Contractor shall also deliver s,pipes,vents,skylights,chimneys and roof Floor Jd1st . ° 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 roof slope;gable ends and top of foun- 16 3 3 3 3 3 3 3 3 5 3 4 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL feel Strap lapped under sill plate 12:12 sr •I o satisfactory to the Owner that all payrolls,bills for tabor, materials and equipment,and other indebtedness connected with his lotion walls. ]9.2 3 3 3 3 3 4 3 4 6 3 5 7 (in pounds per square foot) MEMBERS',c CS20 7 M I N' I . • work for which the Owner or his property might In any way be responsible,have been paid or oMerwlse 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 24 3 3 4 3 3 5 3 5 7 3 6 9 ° • tractor shall also deliver to the Owner written guarantees In form and whose terms and extent will be established In the IS.Install shims to provide roof pitch under sheathing and perpendicular to the roof Joists to provide for roof agreements between each Contractor and the Owner. venting t flat roMareas USE LIVE LOAD ALLOWABLE tt 16.Alf Intearlor leaders are to have 1/2"foam sound Insulation over PVC 1 Exposu re B STRUCTURAL MEMBER I I I Sill Plate •� `_. 41. Each Contractor shall be responsible for vetting,fitting and patching of his work that may be required to complete the D ping• _ Table 3.10 Roof Sheathing.Attachment Requiretements for Wind Uninhabitable attics without storageb 10 DEFLECTION I�I o work of hls contract,no Contractor shall endanger any work ofany other Contractor by excavating,cutting,or otherwise ELECTRICAL NOTES Loads - _ Steel Strap lapped under aftering any work ofany of her contractor,and nb Contractor shall do so without the prior written consent of the Owner. Any 1.All electrical work shall be confined to the space and location allowed for It,and shall be In strict confor- b° Rafters having slopes greater than 3:12 with Uninhabitable attics with limited storage •- 20 L/180 silt_plate CS20 costs caused by defective or Ill-timed work shall be borne by the party responsible therefore. manse to the National Electric Code and governing municipality. wind speed 3-se-ndil"stlmph) finished ceiling not attached to rafters I I LH " " 42. Contractor shall brace,shore,reinforce and/or underpin all structures,Including neighboring structures,as required for 2.Provide separate circuits for ell appllenc am sp eo es 100 cos uo us 120 130 140 150 lint vo tea des Habitable attics and attics served with fixed I I I I�I�m- 518 dia.W/3 S uare Washer safe operation.The Contrae*or Is to take all necessary and prudent steps to shore and brace existing structure prior to es, Derages based on manufacturer edncatlons. rs`e FI°re 1.1r 30 Interior walls and partitions H1180 a 3.Contractor is to verify With owner,It the owner Will be purchasing appliance's and having them Installed by Raper Fastener Spacing stairs Installation of headers for new openings. The proper and safe execution of this work k the sole responsibility of the Contractor, others prior to submitting a bid on the project /rrun P-1 Interm. Floors L/360 43. Equipment and devices of a to mporary nature required for the construction processes and protection thereof,such as scat 4.Contractor shalt Install,as per Onwners direction,an and'all intercom,alarm,thermostat to le hone and/or Sneathtng toneion' Uplih Load per Nail(Ibs) Balconies(exterior)and decks° 40 Y , p sic.1 raAes supports folds,Staglnq,platforms,runways,hdSts,ladders,chutes,temporary flooring,guards,fallings,shaftway prote>ctlolnS,etc,for TV Antenna wiring In walls rior to sheetrockin q g� fn•I 1+"1 Itn•1 Ceilings with brittle finishes(including plaster the rotectfoln of workmen and of the public shall be rovl P g.All wtrin shall De concealed M walls,rd o or ceilings. P p tied,erected,and malntalned In accordance with the pper end aII work conform with 1VE[and NYBFU and shalt be Board of Flre Underwriters Fire escapes 40 L/360 requirements 5.All wiring Shall be co 6 12 v 19 a z3 zs 2a 30 3s 41 +7 53 Go 67 7A and stucco) ,1 of the New York State Building Construction Code,and all other laws, rules,or ordinates of all Governmental Agencies having approved and Include the following• • 6 6 9 10 11 12 13 14 15 18 21 24 27 30 34 39 Guards and handrailsd 2001i Ridge Structural Ridge Rafter to Stud jurisdiction.Contractor shall provide,erect,maintain those Items required for use,obtaining all necessary permits,Inspections a)all wirin for new switch 12 4 4 6 7 7 8 9 9 10 12 14 16 1s 20 23 2b Ceilings with flexible finishes(including and a g es,outlets,brew e r to Inds ate necessary t0 allow far all new work,all rewiring of pprovals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise existing Axtures and labeling of circuit breakers to Indicate circuit use. 3 3 S S 6 6 7 7 s 9 fo a 14 is 17 20 Guard in-fill componentsf 50h gypsum L/240 stipulated. b)furnish NFBU Certificate at completion of work. Carbon monoxide R314&R315 6 11 23 25 28 31 34 37 40 47 54 6z 70 79 1t'1 104 - 44. Con ractors shall make timely submissions to the Owner of theevarlous Items as set forth so as to allow reasonable and ade• 6 6 12 13 14 16 17 19 z0 24 27 31 35 40 45 52 Passenger vehicle garagesa 50, board) ..-•BEAM 4 „� ,,y Wte time for review, eXSlble correCtlOfh 6.Fur ilsh and Install single station smoke detecting'alarm device In Compliance with sec.: of NYS Building 16 t5t. ty� q p ,possible resubmlsslon,and for approval of submissions without delayin the Code and shall be 1 a a 9 7 10 a 9 14 16 14 21 2d 27 30 3s All other structural members L/240 » s3 r ress of the entire roject or any phase of tfle project. provided outside each separate steeping enta,In each sleeping space and on each floor level. Rooms other than slee in ro Dog D 7.Contractor shall verl es,outlets,etc.prior Interior Zone 3 � 6 7 7 A 9 9 to 1z 14 i6 lA zo z3 z6 p g oms 40 'I2 Mln. 'I2 MIt1. . rywiththeowner,locationandquantityofllghtlngAxtul-es,switch 6 12 27 30 31 37 40 44 48 56 65 74 A4 95 107 125 Exterior walls-wind loads'with plaster or to providing a bid on the project 6 6 14 15 17 19 20 22 24 28 33 37 42 48 54 63 Sleeping rooms 30 H/360 8.Provide a minimum of one outlet In a hallway that exceeds 9'-0"In length. 19.2 4 4 9 10 11 12 14 15 16 19 22 25 28 32 3b 42 stucco finish • e These plans are designed in accordance with the American Forest& Paper •g.Provide one outletIn each room a minimum of W-0"from the entrance to that roan. 3 3 7 a 9 9 10 11 12 14 17 19 21 24 27 12 Stairs 40c a CS20 0 ° ° - " 6 12 34 37 41 46 50 55 59 70 51 93 105 119 "' l5b _ Exterior walls-wind loads with other brittle C�2D ° Association Wood Frame Construction Manual for one and two-famil dwellin s 1nlesso h wisesmuified. GFlloutietwlthtn3-0 ofarryslnkandaminfmumofonelneirerybathroom H/24o e y g unless ertherwlse specified. 24 6 6 17 19 21 23 2S 28 30 3S 41 47 S3 60 67 7A finishes o 1 4 12 13 14 16 17 19 20 24 27 31 35 40 4S 52 TABLER402.2 ° 2018 Edition -prescriptive method ►ify p9 q 3 3 9 10 a 1z 13 14 1s 1A z1 z4 n 30 34 39 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF Exterior walls-wind loads°with flexible °° _ 11.Contractor must ve with his licensed electrician tf an u fade of electrical service Is re ulread for this H/120d ° LSU These lans coin I with all of the re uirements of the followin DroCo t rac or tsubmitting a old. CONCRETE finishes P P y f1 9� 12.Contractor to verity locations Hof masts,meters,sub-panels,etc for relocation as requlyd±d for the project. 6 6 J2 35 39 43 47 51 56 6G 76 87 99 112 Iz5 147 Contractor must also notify the Architect of locations if not shown on plans. 12 •2020 N.Y.S.Building Code •2020 N.Y.S. Mechanical CDde PLUMBING NOTES 6 6 16 18 20 22 24 26 28 33 3A 44 50 56 63 74 4 4 I1 12 13 15 16 17 14 22 26 29 33 3R 4z 17 MINIMUM SPECIFIED Lintels supporting lilasonry veneer walls L/600 •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code 3 3 e 9 l0 11 12 13 74 17 19 22 2s 2A 32 37 . 1.All plumbing work shall be In strict conformance with all state and local codes. 6 12 42 47 52 57 63 6R 74 A7 101 116 132 149 1G7 19G COMPRESSIVE STRENGTH° - - 16 6 6 21 24 26 29 32 34 37 44 51 58 66 75 84 9R TYPE OR LOCATION OF CONCRETE (� MTS30 •2020 N.Y.S.Existin Buildin 2.Not water heater shall have a miaxlmum temperature settin 4 4 14 16 18 19 21 23 25 29 34 39 44 so 56 66 CONSTRUCTION r • All roofs, ceilings,floors designed g g Code •2020 N.Y.S. Property Maintenance Code g of 140 degrees F. 3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers spe3elfleatlons. 3 3 11 12 13 15 16 17 19 22 26 29 33 1A 4z 49 Weathering Potenttalb -- ------ . •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 12 50 56 62 f,♦S 75 82 a9 105 121 139 158 179 2(x1 135 For dead load of 10 P.S.F. a 2020 N.Y.S.Fire Code •2020 Uniform Code Supplement 6.Below grade waste lines shall bee XHCI piping. 6 6 15 2A 31 34 3A 41 45 s3 6t 7° 79 90 100 uA Negligible Moderate Severe • 19.2 4 4 17 19 21 23 25 28 30 3S 41 47 S3 60 67 79 3 3 13 14 16 v 19 n 23 n 31 35 40 45 so 59 - Basement walls,foundations and 7.Potable Ilnes shall be type"L"popper. . c •2020 N.Y.S.Plumbing Code •2020 Supplement to the N.Y.S.Energy 6 11 63 70 7a es 94 102 u 1 131 152 174 19A 223 250 294 other concrete not exposed to the Z500 Z500 Z500 8.All gas or oil piping required shall be performed by the plumbing contractor. 24 6 6 32 35 39 d3 d) 5t 56 fib 76 87 99 f12 125 Id7 weather Conservation Construction Code 9.Sanitary disposal system shall Die County Department of Health Services approved for design and 4 4 1! 24 26 29 32 34 37 4d 51 Sa 6G 75 84 98 installation The Owners surveyor shall be responsible for design and locations of these facilities as welt as 3 3 16 1R 20 22 24 26 2R 33 3A 44 50 S6 63 74 Basement slabs and interior slabs Column Ca Floor to Floor Connection obtainin all ermitsor 2,500 2,500 2,500° For S1:1 pound per square inch=6.695 kPa. p Co rn e r H o l d ow n I a rovals. D Fastener Spacing on grade,except garage floor slabs cin pp Uplift Load per Nail(Ibs) LENGTH 10.Contractor shall Gable Entlwalt Rake or Itn•) Basement walls,foundation walls, a.streftgtn at zs days psi. r� provide hotnwater baseboard heat throughout at perimeter walls unless otherwise noted. Rake Tans with up to 9" 6 28 31 35 3R 42 46 SO 59 riff 7A a8 10D 112 13] b.See Table R301.2(1)forweathering potential. HD U E140 GENERAL NOTES 11.Water main must be 7'-0"away from the sanitary disposal system and 4'-O"deep. - exteriorwalls and otht'r vertical LENGTH 12.In bearin walls Or D D D g, Rake Overhang 4 19 21 23 26 28 31 33 39 a5 52 59 67 75 trS 2,500 3,000d 3,000d c.Concrete In these locations that is subject to freezhg and thawing dudng „ q partitions ino stud ls to be cut more then 1/31ts de th to receive I In dud or eleetri- 3 Id 16 Ili 19 21 2 3 25 30 34 J9 44 50 Sb 66 Concrete tons[ruction shall beair-entrained concrete in accordance with Footnote d. I „I < e 12 1. The mechanical system shall be installed in accordance with chapters 12-24 Of the cal work work ex osed to the weather d.Concrete shall be air entrained.Total air content Residential Code of New York State. p (percent DY volume or ° e 2. The plumbing system shalt be installed in accordance with chapters 25-33 of the 13.All water service and distribution pipe and fittings to be copper alloy. conttete)shall be not less than 5 percent or more than 7 percent. � CLEAR Expos u re B porches,carport slabs and steps e.SeeSect on R402.2 for ma:imam eementltlous materials content. o v e SPAN Residential Code of New York State. 14.All drain,waste and vent piping and fittings to be PVC-DWV Table 3.11 Wall Sheathing and Cladding Attaelhment exposed to the weather,and garage 3,500d• f.For garage floors with a steel-troweled finish•reduction of the total air content a 3. The electrical equipment and wiring shall be installed in accordance with chapters Requirements for Wind Loads 2,500 3,000d,e,t e,f (percent by volume of concrete to not less than 3 0 34-41 of the Residential Code of New York State. Hoot ) percent Is permitted A the SIabS 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. BIDS All glazing shall comply with section R308. 3-second gust t'+ ENn 5. In all frame walls,floors and roof/ceilings comprising elements of the building thermal 90 95 ]00 105 110 115 120 130 140 150 160 170 180 195 LENGTH envelope,a moisture vapor retarder shall be installed on the warm in winter side of the (mph) TABLER301.2(1) (See Figure 1.i1 CLIMATIC AND GEOGRAPHIC DESIGN \ 1; �� CS20 2° insulation in accordance with section R3I8. 6. Wall and ceiling finishes shall have a flame spread classification of not greater than 200 STRUCTURAL SHEATHING CRITERIA ` 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 Column Base _ R302.9 WiND DESIGN SUBJECT TO DAMAGE FROM 7. Insulation shall have a flames read index of not reaer than 25 With a smoke develo ed Stud Spacing 43 GROUND SEISMIC WINTER ICE BARRIER AIR MEAN p g p h h� i n hm m -I `cin for Sd omm n SHEATHING S eat mg Local o Max u Nat Sro g C o Nails or IOd Box Nails(inches,o.c.) (inches,o.c.) SNOW d DESIGN Frost DESIGN IINDERLAYMENT FLOOD FREEZING ANNUAL SIDING index of not greater than 450 in accordance with section of the R302.10 Speed Topographic Special wind Wind-borne Weathering° line Termite° HAZARDS` 8. Interior wall covering shall be in accordance with section R702 and exterior wall 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 ]2 6 12 6 12 6 12 6 12 LOAD° (mph) effects' region debris zone'"CATEGOW de th° TEMP° REQUIRED'' INDEX' TEMPI r ID � SHEET TITl� Interior Zone 16 6 12 6 12 6 12 6 ]2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 p ABA44 WATERI IGHTNESS covering shall be in accordance with Section R703. K, � 'gyp`,c, � �E N E R A L NOTE S 9. Asphalt shingles shall be installed in accordance With section R905.2 c• a "�_// 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 20 Ib 130 Yes No B Severe 36" to H 15° Yes 150 450 DECKING l,�Ci�`�� �'�Co C� 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 MANUAL J DESIGN CRITERIA" pr< ° ° �' N!.-j �,.�, PRO.�GT>+l/M'1E Perimeter Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 11 6 12 6 12 6 12 6 12 6 12 6 12 6 6 ° APPROVED JOIST HANGERS t�' �.! •fir Indoor Heating :w :�,. '� 24 6 12 6 12 6 12 6 ]2 6 ]2 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 Winter Summer Altitude Design 2 MM.-( 2z LEDGER WITH FASTENERS Elevation Latitude design temperature -. IN ACCORDANCE WITH TABLE R507.2 t' .. "'"T � - heating cooling correction factor temiferature cooing BOARD SHEATHING or LAP SIDING teRlpf![8ture difference ." ", ICENNETH S CHULAL N --+,,• HOLD-DOWN DEVICE MIN 750 LB.CAPACITY -•RZ' Sheathing Sae Rafter/Truss spacing; �s •,� , -: FLOOR JOISTS AT4 LOCATIONS,EVENLY DISTRIBUTED • '- _� DNTEr ' (inches,o G) Mimmtum Number of ad Common Nails or lod Box Nails `-�:v• ` END OFDHE IEDGREFKK.D DOWN DEV�ICEs j°,�•� gn�,c,�t ARCHPl'�CT,P.C. Per Support Cooking Wind Wind vetoelty Coincident Daily Whiter Summer •"' `• SHALL FULLY ENGAGE DECK JOIST PER s eI 209 LI' 'N AVEN'LYE 5C.AL.Et �`• ; •-•.'` HOLD-DOWN MANUFACTURER. - �'"� temperature ddfuence velocity heating cooling wet bdb range htmiidity humidity �` ePt a,? t4 E. NORTI3�ORT,N.Y. 11731 81., lx6 or Ix8 Sheathing 12.24 2 z 2 z 2 2 2 z z z z z 2 z T Ical DTT1Z Deck-to-Hotlse 0;� W 1x10 or Lar er Sheathin 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 - Lateral Load Connection SCREW PRREDRLL D7WlDMIN..T E ETRATION- - - TEL. /FA.X.(63L M-23t38 .JGB NO: SHEET NO. TO CENTER OF TOP PLATE•STUDS•OR HEADER. I I I