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Home My WebLink About47531-Z 1 �o��EF01pcoG Town of Southold f 10/1/2022 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43451 Date: 10/1/2022 THIS CERTIFIES that the building FIRE REPAIR Location of Property: 2555 Youngs Ave Unit 2E, Southold SCTM#: 473 889 Sec/Block/Lot: 63.1-1-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2022 pursuant to which Building Permit No. 47531 dated 3/9/2022 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: fire repairs to existing dwelling unit(2E)as applied for. The certificate is issued to DeLuca,Armand of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 22-85036 9/20/2022 PLUMBERS CERTIFICATION DATED 9/19/2022 FRo\brt O'Briefi Aut oriz Signature J g�EFoc,r TOWN OF SOUTHOLD BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE "oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47531 Date: 3/9/2022 Permission is hereby granted to: DeLuca, Armand 2555 Youngs Ave Unit 2E Southold, NY 11971 To: construct fire repairs to existing dwelling unit as applied for. At premises located at: 2555 Youngs Ave Unit 2E, Southold SCTM # 473889 Sec/Block/Lot# 63.1-1-10 Pursuant to application dated 2/8/2022 and approved by the Building Inspector. To expire on 9/8/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $257.60 CERTIFICATE OF OCCUPANCY $50.00 Total: $307.60 Building Inspector Certificate of Compliance . .............................................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 1.88 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................................................................................................. CERTIFIES THAT .Upon the application of Upon premises owned by Bri-Co Electric Founders Village] De Luca' 9 Old Country Road - Residence E. Quogue, NY 11942 2555 Youngs Ave Unit 2E Southold, NY 11971 Located at: 2555 Youngs Ave Unit 2E, Southold, NY 11.971 Application Number#: 22-85036 Certificate-#: 22-85036 Electrical License#: 33720-ME Section: Block: Lot: Building Permit#: 47531 Described as a Residential occupancy, wherein the. premises electrical system consisting of electrical devices and wiring, described below, located in/on.the premises at: Interior Renovation w/Service Equipment--FIRE REPAIRS A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or-standard,promulgated by the,State of New York, Department of State Code-Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 20th day of September 2022 Name _QTY Fixture - 15 Amp, 120V 22 Smoke Detector- 15 Amp, 120V 2 Power Panel - 100 Amp, 240V I GFI Receptacle- 15 Amp, 120 V 5 Appliance Circuit-20 Amp, 120v 3 Paddle Fan - 15 Amp, 120V 2 Range-40 Amp, 240V ARC-Fault- 20 Amp, 120V 4 Electrical Inspector: Sal Frangipane V...........aCAL APPRGVEI) o_ . ..... ... SEP 2 8 2022 This certificate is not valid unless raised seal is present. Certificate of'Compliance .....................:.................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. , 188 PARK'AVENUE - AMITYVILLE, NY 11701. P: (631).598-5610 ..............:...........................................................................................................................................................:.........................:..:.......... CERTIFIES THAT Upon the application of . . Upon`premises owned by Bri-Co Electric Founders Village/De Luca 9 Old Country Road Residence E. .G2uogue, NY 11942 2555-Youngs Ave'Unit 2E Southold, NY 11971 Located at: 2555 Youngs Ave Unit 2E, Southold, NY11971 Application,Number:#: 22=85036 • Certificates#:22-85036 Electrical License#: 33720-ME Section: Block: Lot: Building Permit#: 47531 Name QTY AC Condenser- 30'.Amp, 220V 1 ARC-Fault- 15 Amp, 120V 4 ARC-Fault-20 Amp, 120V(dual) 4 Appliance Circuit-,30 Amp, 220V 2 Combo Smoke & Carbon Detector- 15 Amp, 120V 2, Duplex Receptacle-.15 Amp,,120V 24 Exhaust Fan - 15 Amp, 120V 2 Switch - 15 Amp, 120V -22 Electrical Inspector: Sal Frangipane VdCA :APPROVED 0 This certificate is not valid unless raised seal is present. t so Town Hall Annexg' Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 9f SEP 2 8 2022 ? L _,. FUILDIiv;: i_, TGv,,,, CERTIFICATIQN Date: a.a Building Permit No. Owner: A f maf/1(Jt (Please print) Plumber: k&6A- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. l (PI ers Signature) Sworn to before me this, /q v day of Notary Public, . t t County .,L,NA BUEHRINGER Notary Public,State of New Yost No.01BO6376473 Qualified in Suffmut Coin C=Miwon B*tea Juno 11. OF SOUTyOIo ho�N H -7 # TOWN OF SOUTHOLD BUILDING DEPTI k2Z courm� 631-765-1802 / V INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ . ] RENTAL REMARKS: � f �v S DATE INSPECTOR OP SO(/ly�� # * TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &ZRONEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � lL �� Ao Aft DATE INSPECTOR a0F SO(/T �o� yob # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ULATION/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 F�fMARKS: D DATE Yui �+0 'Y INSPECTOR �aOF SOUTyo # * TOWN OF SOUTHOLD BUILDING DEPT. �ycnu631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/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: a &6k 17*A16 Wr DATE 01 INSPECTOR ` �a0f S0UTy0 S I �o �0 1 3 25 � * # TOWN O SO UTHOLD BUF ILDING DEP . 765-1802 INSPECTION - FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING - ° - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE•RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: t�f 664)-& Ot VA-. ,r A eccL Ae 1.4111-Lo fn�d /711A/ P/ LG DATE 22 INSPECTOR FIRE REPAIR FOR: FOUNDERS VILLAGE UNIT 2E TRUSS PACKAGE MARCH 1, 2022 S c DATE 03/01/22 PAGE 1 REQ.QUOTE DATE / / ORDER# ORDER DATE / ! QUOTE# R2202017 DELIVERY DATE / ! CUSTOMER ACCT# LBMN188 DATE OF INVOICE / / CUSTOMER PO# Th+ ORDERED BY INVOICE,# UFP Berlin, LLC DESIGNER Mark Guildetti TERMS,. 5a_ 159 Jackson Road,Berlin,NJ 08009 SUPERINTENDENT SAL-ES.REF, Stephen Currier Phone:856-767-0043 Fax:856-767-1526 JOBSITE PHONE# (401)884-5400 SA'L-ESAREA-'-- New York � Riverhead Building JOB NAME: Youngs Ave Unit 2e LOT# r ',SUBDIV:s �- L 6000 Post Road PO Box 2000 MODEL: TAG:Roof JOB CATEGORY: Residential T I North Kingstown, RI 02852 DELIVERY INSTRUCTIONS: �. •-/ :' 0 (401)884-5400 L—' Fes'" r s r eSPECIAL INSTRUCTIONS: l j 2555 Youngs Ave S z o Southold, NY BY DATE BUILDING DEPARTMENT1 OVERHANG INFO HEEL HEIGHT 00-00-00 REQ.LAYOUTS , REQ.ENGINEERING QUOTE 1MG2 103/01/22 Roof Trusses END CUT RETURNNONE NLAYOUT PLUMB GABLE STUDS 24 IN.OC �— CUTTING MG2 03/01/22 ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 30.0,10.0,0.0,10.0 1.00 f ", PROFILE CITY PITCH TYPE BASE O/A LUMBER OVERHANG .I --CANTILEVER STUB UNIT TOTAL PLY ID SPAN SPAN TOP BOT t. LEFT RIGHT LEFT RIGHT PRICE PRICE COMMON 4 7.00 0.00 T01 12-00-00 12-00-00 2x4 2x4 00-09-00 00-09-00 COMMON �•' 1 7.00 0.00 T01GE 12-00-00 12-00-00 2x4 2x4 00-09-00 00-09-0o ROOF 10 7.00 3.50 T02A 25-03-08 25-03-08 2x4 2x4 02-04-00 00-09-'00 ROOF 1 7.00 3.50 T02GE 25-03-08 25-03-08 2x4 2x4' 00-09-00 00=09-00 ,. `.; ROOF SUB-TOTAL: ACCEPTED BY SELLER ACCEPTED BY'BUYER SUB-TOTAL PUR�HASER:fj rr BY: TITLE: BY: l JOB ADDRESS: TITLE: ,yt� j /P~Y DATE OF ACCEPTANCE: ;'^ '!PHONE: DATE: GRAND TOTAL Quote Is based on current design values at the ime,of quote(lumber, EVVFJ, hardware, etc). Should any of these values change prior to completion`bf_this project, UFP Berlin,LLC ,: reserves the right to adjust the sell price accordingly. QUOTE POLICY: QUOTE VALID FOR 7, AYS. 'AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING. Sealed individual truss drawings are included,in the pricing. Sealed layouts,stamped bracing diagrams are'NOT included BUT can be provided for an additional charge. Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the agreed upon payment terms PURCHASE ORDER POLICY: Purchase_ord&s are valid for a period of 30 days. Orders moved past a 30 day period are subject to price review to current market conditions- - ti 5 i um � gF g9�a�C allY 4 oeE I 25'31/2• �� s��e��€ 2'0" 12'_0" 13'0" Hill f e N! W 9 � /12PITC C .7S HEE 8 8 89a�t��po s z W I N ~ 5 D Z j Z m c Q a U N I I I Zo N LL ¢ 0 U) W I- 10'3 7/16" 4'11518" 1 10'3 7/16" y a m II a w I I 7/12 PRCH I 1- 75 b O o O l n I I 0 O O r I\`•� C G O I�O o m L m z m 0=eco co I'II 0 II II n n n n II II 11FOR REVIEW".' a L m=X - 0 II II II II II LL LL I U u u II II II a II II II II II I 0 o u u u it i li ___ I it u u ii ii a ii li ii ii ii 1 I 0 u u II II II II li i� II II II I II II II II II II II II II II II - A 11 II II II II II II II II II II I Job Truss Truss Type Qty ply R2202017 T01 Common 4 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Mon Feb 28 14:24:07 Page:1 ID:mkHPR?aSl UTQil_N8ANkuDzlRtm-USPi7WjDtzhgELQWYbbjgSOUceQEWCGfHmp3lzgbUc [-9-001 6-00-00 I 12-00-00 12-09-00 9-00 6-00-00 6-00-00 1 9-00 4x4 n 3 12 7r 14 1 1 1 15 0 d cn c CD j v 13 16 2 4 B1 \ 5 6 2x4 n 3x8= 3x8= 6-00-00 12-00-00 Scale=1:32.4 6-00-00 6-00-00 Plate Offsets(X,Y):[2:8-00.0-02],[3:2-12.2-00],[4:8-00.0-02] Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.08 6-12 >999 240 MT20 197/144 Snow(Pf/Pg) 23.1/30.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.12 6-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCLL 0.0' Code IRC2018/TPI2014 Matrix-MS BCDL 10.0 Weight:46 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Ri id ceilino directIV applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Ib/size) 2=567/3-08,(min.1-08),4=567/3-08,(min.1-08) installed during truss erection,in accordance with Stabilizer Max Horiz 2=-106(LC 12) Installation guide. Max Uplift 2=-115(LC 14),4=-115(LC 15) Max Grav 2=660(LC 2),4=660(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-781/162,13-14=-676/173,3-14=-672/188,3-15=-672/188,15-16=-676/173,4-16=-781/162 BOT CHORD 2-6=-65/580,4-6=-49/580 WEBS 3-6=0/282 NOTES 1) This truss has been checked for uniform roof live load only,except as noted. 2) Wind:ASCE 7-16;Vult=140mph(3-second gust)Vasd=111mph;TCDL=5.0psf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)-0-9-0 to 2-3-0,Interior(1)2-3-0 to 3-0-0,Exterior(2R)3-0-0 to 9-0-0,Interior(1)9-0-0 to 9-9-0,Extedor(2E)9-9-0 to 12-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL:ASCE 7-16;Pr-30.0 psf(roof LL:Lum DOL=1.25 Plate DOL=1.25);Pg=30.0 psf;Pf=23.1 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) FLOK06 FastenMaster connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift only and does not consider lateral forces. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) FLOK06 designates One FastenMaster TimberLOK 6"screw. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply R2202017 T01 GE Common Supported Gable 1 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 Mi-rek Industries,Inc.Mon Feb 28 14:24:07 Page:1 I D:6zcj3XrF7FEILPfcRomunszlRtQ-USPi7WjDtzhgELQWYbbjgSO2scoVEX5GfHmp3lzgbUc 1-9-001 6-00-00 12-00-00 12-09-00 9-00 6-00-00 6-00-00 9-00 I 4x4= 5 12 7r 4 6 1 T3 T1 0 0 c', 3 7 O T2 T2 v 22 23 T1 T1 2 8 1 9 14 13 12 11 10 3x4= 3x4= Scale=1:28.1 12-00-00 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 1971144 Snow(Pf/Pg) 23.1/30.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 8 n/a n/a BCLL 0.0* Code IRC2018/TPI2014 Matrix-MS BCDL 10.0 Weight:56 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Ri id ceilina directlV applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 12-00-00. installed during truss erection,in accordance with Stabilizer (lb)- Max Horiz 2=106(LC 13),15=106(LC 13) Installation guide. Max Uplift All uplift 100(lb)or less atjoint(s)2,8,10,11,13,14,15,19 Max Grav All reactions 250(lb)or less at joint(s)2,8,12,15,19 except 10=251(LC 22),11=267(LC 22),13=267(LC 21),14=251(LC 21) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1) This truss has been checked for uniform roof live load only,except as noted. 2) Wind:ASCE 7-16;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Corner(3E)-0-9-0 to 2-0-0,Exterior(2N)2-0-0 to 3-0-0,Corner(3R)3-0-0 to 9-0-0,Exterior(2N)9-0-0 to 9-9-0,Corner(3E)9-9-0 to 12-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4) TOLL:ASCE 7-16;Pr-30.0 psf(roof LL:Lum DOL=1.25 Plate DOL=1.25);Pg=30.0 psf;Pf=23.1 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; - Ce=1.0;Cs=1.00;Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 7) All plates are 2x4 MT20 unless otherwise indicated. -8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,8,13,14,11,10,2,8. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,15. 14) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfrPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply R2202017 T02A Roof Special 10 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Mon Feb 28 14:24:07 Page:1 I D:gRGLIaNdmn2cAo301 ZDZ8zlRsk-USPi7WjDtzhgELQWYbbjgSOsxcbCEO?GfHmp3lzgbUc t -2-04-00 5-06-12 i 1008-1 i 12-07-012 j114--1016--0113 19-08-12 25-03-08 2600-08 2-04-00 5-06-12 5-01 5-01-15 5-06-125 1-11- 1 9-00 6x6, 2x4n 7 3x4, 2x4 n 6 8 5 24 712 r 4 23 25 3x6, 3x6,, 0 0 4 9 o 9 3x4, 14 13 1 3 6x10= 6x10= o 0 2 15 12 O N 10 0' �= 2x4 n 2x4 n 11 `r 1 J 3.5 12 4x12, 3x8,, FLOK06 3[08 5-06-12 - 00615 4018-09 19-OB-12 25-0 -08 Scale 1:51.7 308 5-03-04 5- 0-03 4-0 -10 5-00-03 5-03-04 3-08 Plate Offsets(X,Y): [2:5-08,2-00],[7:3-11,3-00],[10:1-03,1-08],[13:5-04,3-00],[14:5-04,3-00] Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.29 12-13 >999 240 MT20 197/144 Snow(Pf/Pg) 23.1/30.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.49 12-13 >614 180 TCDL 10.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.39 10 n/a n/a BCLL 0.0* Code IRC2018ITP12014 Matrix-MS BCDL 10.0 Weight:134 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Ri id ceilina directly applied or 7-11-13 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be SLIDER Left 2x4 SP No.3-2-06-00 installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=1255/3-08,(min.2-03),10=1126/3-08,(min.1-15) Installation guide. Max Horiz 2=227(LC 13) Max Uplift 2=-268(LC 14),10=-219(LC 15) Max Grav 2=1465(LC 2),1 0=1308(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2099/267,3-4=-3424/563,4-23=-2821/389,5-23=-2726/391,5-6=-26551404,6-7=-2816/528,7-8=-2828/460, 8-24=-2682/360,24-25=-2744/347,9-25=-2846/344,9-10=-3643/484 BOT CHORD 2-15=-544/3028,14-15=-547/3033,13-14=-118/1742,12-13=-341/3195,10-12=-342/3180 WEBS 7-13=-298/1528,8-13=-456/200,9-13=-721/318,7-14=-371/1494,6-14=-477/212,4-14=-577/254 NOTES 1) This truss has been checked for uniform roof live load only,except as noted. 2) Wind:ASCE 7-16;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C - Exterior(2E)-2-4-0 to 0-8-0,Interior(1)0-8-0 to 9-7-12,Exterior(2R)9-7-12 to 15-7-12,Interior(1)15-7-12 to 23-0-8,Exterior(2E)23-0-8 to 26-0-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL:ASCE 7-16;Pr-30.0 psf(roof LL:Lum DOL=1.25 Plate DOL=1.25);Pg=30.0 psf;Pf=23.1 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 4) Unbalanced snow loads have been considered for this design. -5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) FLOK06 FastenMaster connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 10.This connection is for uplift only and does not consider lateral forces. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) FLOK06 designates One FastenMaster TimberLOK 6"screw. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply R2202017 T02GE Roof Special Structural Gable 1 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 Mi-rek Industries,Inc.Mon Feb 28 14:24:07 Page:1 I D:FZ?L3Dg328RoZs LAgJj uZxzl Rs9-U SPi7 Wj D tzhq ELQ W Ybbjg SOvxcaxEOyGfHmp3lzg bUc 9-00 5-06- 10-08-11 12-07-12 i 14-06-13 19-08-12 25-03-08 26-00-08 9-00 5-06-12 5-01-15 1-11-01 1-11-01 5-01-15 5-06-12 9-00 8x8 ir 5 4 6 30 31 7 29 2 r 32 - 3x6 s 1 1 3x6. M o d� 3 7 o O ap r; 1 12 11 3 4 6x10= 6x10= 0o 0 13 10 O 8 f° v= 1 2 23.5 \ 9 3x8 0 3x8,, 3-08 5-06-12 10-06-15 14-08-09 19-08-12 25-00-00 25-03-08 Scale=1:50.1 3-08 5-03-04 5-00-03 4-01-10 5-00-03 5-03-04 3-08 Plate Offsets(X,Y): [2:1-03,1-08],[5:5-00,1-12],[8:1-03,1-08],[11:5-04,3-00],[12:5-04,3-00] Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.30 12-13 >999 240 MT20 197/144 Snow(Pf/Pg) 23.1/30.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.51 12-13 >595 180 TCDL 10.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.41 8 n/a n/a BCLL 0.0. Code IRC2018ITP12014 Matrix-MS BCDL 10.0 Weight:142 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Ri id ceiling directIV applied or 7-5-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2x4 SP No.3 installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=1140/3-08,(min.1-15),8=1140/3-08,(min.1-15) Installation guide. Max Horiz 2=-210(LC 12) Max Uplift 2=-221(LC 14),8=-221(LC 15) Max Grav 2=1325(LC 2),8=1325(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3700/633,3-29=-2907/417,29-30=-2804/420,4-30=-2742/432,4-5=-2888/550,5-6=-2888/489,6-31=-27421388, 31-32=-2804/376,7-32=-2907/373,7-8=-3700/496 BOT CHORD 2-13=-622/3230,12-13=-622/3245,11-12=-1 3 311 789,10-11=-359/3245,8-10=-358/3230 WEBS 5-11=-29911542,6-11=-455/200,7-11=-718/317,5-12=-385/1542,4-12=-455/200,3-12=-704/304 NOTES 1) This truss has been checked for uniform roof live load only,except as noted. 2) Wind:ASCE 7-16;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2E)-0-9-0 to 2-3-0,Interior(1)2-3-0 to 9-7-12,Exterior(2R)9-7-12 to 15-7-12,Interior(1)15-7-12 to 23-0-8,Exterior(2E)23-0-8 to 26-0-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4) TCLL:ASCE 7-16;Pr-30.0 psf(roof LL:Lum DOL=1.25 Plate DOL=1.25);Pg=30.0 psf;Pf=23.1 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.; Ce=1.0;Cs=1.00;Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11) Bearing atjoint(s)2,8 considers parallel to grain value using ANSI TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) FLOK06 FastenMaster connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 8.This connection is for uplift only and does not consider lateral forces. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) FLOK06 designates One FastenMaster Timberl-OK 6"screw. LOAD CASE(S) Standard Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New York State Supplement,sections 402.41.2 and 403.3.4 Address of Test: 2555 Youngs Ave, Unit 1 E Test Date 08/23/2022 Building Permit#: Compliance Pathway Performance Test Completed by:Matt Wahl RESNET Rater ID# 2572845 Energy Rating Service,Inc Nate ID# Islip Terrace,NY 11752 ICC ID# 631-566-8439 BPI# Building Envelope Tightness Check if: ❑ Conditioned Basement Volume Calculation Floor Area Height Volume ❑ Conditioned Crawlspace E]Sealed Attic 1170 X 8=9360 1170 X 8=9360 *The conditioned floor area of dwelling is calculated in accords cewith ANSI 2765,except that conditioned floor ke2lincludes� gas whe the ceiling height is less than 5 Total Volume CFM @50 pa 936 Air changes/hr@5 I p 3.00 Code Compliance: PASS Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1 ST FLOOR Duct Location.BASEMENT ................ Floor Area 1170 Leakage CFM @25pa 46 CFM/100 ft2 CFA 4.00 Code Compliance: PASS System-2: Duct Location.N/A Floor Area Leakage CFM @25pa 0 CFM/100 ft2 CFA 0 Code Compliance: N/A System-3: J Duct Location.N/A............................... Floor Area Leakage CFM @25pa 0 CFM/100 ft2 CFA 0 Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement,section 402.4.1.2. The building duct and plenum System has been verified as required by the 2015 IECC as amended by the 2016 New York State Supplement,Section 4033.4. Digitally signed by Matthew Matthew Wahl Wahl 08/24/2022 Signature: Date:2022.08.2412:11:30-04 00' Date: Matt Wahl, Energy Rating Service, Inc ACCA Manual DJS HVAC Load Calculations for D. n f Residence MAY .' Unit 1 E, 2555 Young's AveE.. 2022 Southold, NY TOVUty OF SOUTHOLD rruWNVEJt Rgsi?wT`IAI., Fxr1VACHVAC L,oADs Prepared By: Matt Wahl Energy Rating Service, Inc Islip Terrace,NY 11752 631-566-8439 Monday,March 28,2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. 1Rhvac-Residential.&Light Commercial HVAC_ Loads Elite Software Development,Inc. Energy Rating Service _ , ' AGCA Man6al:DJS .1sHOTerrace,NY-11752 - Pa e 2 Project Report General-Pro ect Information Project Title: ACCA Manual DJS Project Date: 03/28/2022 Client Name: Residence Client Address: Unit 1 E, 2555 Young's Ave Client City: Southold, NY Company Name: Energy Rating Service, Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-566-8439 Company E-Mail Address: energyratingservice@yahoo.com Reference City: Suffolk County AFB, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a . 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.855 Square ft. of Room Area: 1,170 Square ft. Per Ton: 725 Volume(ft3): 9,358 FB—uilding Loads' Total Heating Required Including Ventilation Air: 21,960 Btuh 21.960 MBH Total Sensible Gain: 16,286 Btuh 84 % Total Latent Gain: 3,070 Btuh 16 % Total Cooling Required Including Ventilation Air: 19,356 Btuh 1.61 Tons (Based On Sensible+Latent) Nofes ` Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\...\2555 Youngs Ave_03282022 ACCA Manual DJS.rh9 Monday, March 28,2022, 10:49 AM Rhvac-Residentiat.&Light Commercial HVAC'Loads " Elite Software Development',Inc. Energy Rating Service ACOA Manual DJS Isii 'Terrace,NY- 11752 ' Page 3 Load Preview Report I Ne ft. Sen La Ne Sen Sys CIE Acs Duct Scope To /To Are Gai Gai Gai Loss g g SIZE �� CFM) CFM CFM Building 1.61 725 1,170 16,286 3,070 19,356 21,960 1,000 1,000 1,000 System 1 1.61 725 1,170 16,286 3,070 19,356 21,960 1,000 1,000 1,000 12x1 Ventilation 571 1,333 1,904 4286 65 65 65 Supply Duct Latent 217 217 Return Duct 0 38 38 78 Zone 1 1,170 15,714 1,483 17,197 17,596 1.000 1,000 1,000 12x1512x1 1-M Bed 249 2,455 0 2,455 4577 260 156 156 2- 2-Bed 2 128 1,896 0 1,896 1,367 78 121 121 2-- 3-M Bath 69 258 0 258 706 40 16 16 1- 4-Bath 53 232 0 232 544 31 15 15 1 5-14tchen 151 5,639 883 6,522 3,529 201 359 359 4-6 6-Dining,Living 519 5235 600 5,835 6,873 391 333 333 4-- E:\...\2555 Youngs Ave_03282022 ACCA Manual DJS.rh9 Monday, March 28, 2022, 10:49 AM Rhvac=Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating,Service ACCA Manual DJS IslipE Terrace,-NY 11752 . Page 4 Duct Size Preview Room or Source Minimu Maximu Rough Desig I SPS Duo DuctHtg Clg Act. f Duct Reg Duct Name Velocit� Vel( Facto JI 09 Loss Veloci Lengt Flow Flow j Flow I Size Size System 1 Supply Runouts Zone 1 1-M Bed Built-In 0 750 0.01 0.1 397.8 260f 156 2-6 2-Bed 2 Built-In 0 750 0.01 0.1 442.4 78 ' 121 2--5 3-M Bath Built-In 0 750 0.01 0.1 188.4 40[ 96 16 1--4 4-Bath Built-In 0 750 0.01 0.1 168.9 31 •x15: 15 1-4 5-Kitchen Built-In 0 750 0.01 0.1 456.9 201 9 359 4--6 6-Dining,Living Built-In 0 750 0.01 0.1 424.2 391' , 333 4-6 Other Ducts in System 1 ^� Supply Main Trunk Built-In 0 900 0.003 0.1 800 1,0001,000 1,000 12x15 Summary System 1 Heating Flow: 1000 Cooling Flow: 1000 E:\...\2555 Youngs Ave_03282022 ACCA Manual DJS.rh9. Monday, March 28, 2022, 10:49 AM Rhvac-Residential'&Light,Commercial HVAC Loads; Elite Software Development,,lnc. Energy Rating Service ACCA Manual DJs Isli Terrace,NY 11752 �" Pa66 5 Total Building Summary Loads Corriponent<<. ; Area ::Sen:`.,. Lat;: _ Sen g - -... .Total Descri'tion Qtiao 'Gain',-: Gaini :Gain' 1-1:0.30, SHGC:0.30: Glazing-1-1:0.30, SHGC:0.30, U-value 211.8 3,813 0 4,414 4,414 0.3, SHGC 0.3 11 F: Door-Wood-Solid Core With Metal Storm, U-value 21 353 0 112 112 0.28 12C-Osw:Wall-Frame, R-13 insulation in 2 x 4 stud 328.2 1,792 0 433 433 cavity, no board insulation,siding finish,wood studs, U-value 0.091 12D-3sw:Wall-Frame, R-15 insulation in 2 x 4 stud 915.4 3,900 0 540 540 cavity, R-3 board insulation, siding finish,wood studs, U-value 0.071 r49FG: Roof/Ceiling-Roof Joists Between Roof Deck and 1395.1 2,344 0 391 391 Ceiling or Foam Encapsulated Roof Joists, Custom, R-49 fiberglass, in 2 x joist cavity„ U-value 0.028 19A-30p: Floor-Over enclosed crawl space, No insulation 1169.7 2,003 0 267 267 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 Subtotals for structure: _ 14,205 0 6,157 6,157 People: 4 800 920 1,720 Equipment: 683 7,808 8,491 Lighting: 120 409 409 Ductwork: 1,741 254 420 674 Infiltration:Winter CFM:26, Summer CFM: 0 1,727 0 0 0 Ventilation:Winter CFM:65, Summer CFM_: 65 _ 4,286 1,333 571 1,904 Total Building Load Totals: J 21,960 3,070 16,286 19,356 Check Figures- t.. .T. Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.855 Square ft. of Room Area: 1,170 Square ft. Per Ton: 725 Volume (ft3): 9,358 FB_Dilding-Loads Total Heating Required Including Ventilation Air: 21,960 Btuh 21.960 MBH Total Sensible Gain: 16,286 Btuh 84 % Total Latent Gain: 3,070 Btuh 16 % Total Cooling Required Including Ventilation Air: 19,356 Btuh 1.61 Tons(Based On Sensible+Latent) .r Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\...\2555 Youngs Ave_03282022 ACCA Manual DJS.rh9 Monday, March 28, 2022, 10:49 AM Rhvac;Residential&Light Commercial HVAC,Loads Elite Software Development,Inc. Energy-Rating ServiceACCA.Manuaf DJS [slip Terrace;W,' 11752 Pa e 6 Equipment Data - System 1 - 1st Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1330AJ 1/RH 1 P3017STA Indoor Model: RA1330AJ1/RH1 P3017STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 30,000 Efficiency: 14 SEER Heating System Type: Natural Gas Furnace Model: R96 Manufacturer: RHEEM Capacity: 40,000 Efficiency: 96 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB:71 F, WODB: 10F, SIDB:75F, SIKH:50%, WIDB:70F, Sen.gain: 16,286 Btuh, Lat. gain:3,070 Btuh, Sen. loss:21,960 Btuh, Entering clg. coil DB:75.5F, Entering clg. coil WB: 63.1F, Entering htg. coil DB: 66F, Clg.coil TD:20F, Htg. coil TD:70F, Req. clg. airflow:716 CFM, Req. htg. airflow:229 CFM E:\...\2555 Youngs Ave_03282022 ACCA Manual DJS.rh9 Monday, March 28, 2022, 10:49 AM Rhvac=Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. Energy Rating ServiceRCCA Manual DJS Isli`Terrace,NY 1.1752 -Pa e`7 Manual S Performance Data - System 1 - 1st Floor Loads andd-Desin Conditions._. Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 16.286 Outdoor Wet Bulb: 71 Latent Gain: 3.070 Indoor Dry Bulb: 75 Total Gain: 19.356 Indoor RH: 50 Load SHR: 0.84 Supply Airflow: 1,000 Entering Dry Bulb: 75.5 Entering Wet Bulb: 63.1 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 21.960 Indoor Dry Bulb: 70 Entering Dry Bulb: 66.0 Indoor RH: 30 Supply Airflow: 1,000 E ui ment`Performance Data at S stem.Desi' h"Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: RA1330AJ1/RH1 P3017STA, Indoor Model: RA1 330AJ 1/RH 1 P3017STA Nominal Capacity:30.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 22.000 16.286 135% Latent Capacity: 8.000 3.070 261% Total Capacity: 30.000 19.356 155% Power Input: 2.22 Heating: Model Type: Natural Gas Furnace, Model: R96, Nominal Capacity:40.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 40.000 21.960 182% E:\...\2555 Youngs Ave_03282022 ACCA Manual DJS.rh9 Monday, March 28, 2022, 10:49 AM O J V AjNorth 0 F- O M LU C7 Z D Fitchen 0 Ln Ln Ln N Lu s Z jR403.3.8 Duct system sizing.Ducts _ J shall be sized In accordance with - ( ACCA Manual D based on } calculations made in accordance Bed 2 with Sections R403.7 and R403.8. Bath . (NYStretch Energy Code 2020) Li R403.6 Mechanical ventilation,The M Bath Building and dwelling units shall be provided with ven iladon that -- U 8 complies with the requirements of . . the Residential Code of New York M.Bed u g State or Mechanical Code of New - p,� 5 York State or New York City "J Z Construction Code, as applicable, db- or with other approved means of j N w ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when W the ventilation system is not R403.6.2 Whole dwelling mechanical ventilation system fan efficacy. Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements of Table R403.6.2 HERS Rater: MATTHEW WAHL HRV,ERV 1.2 dm/watt RESNET Certification: IMine supply or exhaust fan 2.8 T #2572845 cfm/watt T _ — Approved: Other exhaust fan 2.8 dm/wattdol Date:03/28/2022 (Under 90 dm) Job Number: Other exhaust fan 3.5 dm/watt - i (Over 90 dm) MANUAL �ytHRyw' M2 S 1.2 dm/watt Z — M ar 0 1ST FLOOR _ - ----- SCALE: 1/16"= V-0" 1 C Job Truss Truss Type Qty Ply R2202017 T01 Common 4 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print 8.510 S Oct 22 2021 MiTek Industries,Inc.Tueyyyyyy,Mm��ar2g �273? l ag�-1 ID:mkHPR7aSIUTQi1_N8ANkuDzlRtm-E896kWfA8KcIKZJ80Sgw 9i/3Z on¢ppcv�¢W? � ° 6-00-00 12-00-00 �. A� � � 9-00 6-00-00 6-00-00L19-0011, 4x4n O�4(j,:DIN*MPI TOWN OF tOUTi OLD 3 7r U) 14 15 1 0 d car 0 a 13 16 2 4 1 5 6 BS 2x4 u 3x8- 3x8= NO-0012-00-00 6-00-00 6-00-00 Scale=1:40.1 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.08 6-12 >999 240 MT20 197/144 Snow(Pf/Pg) 23.1/30.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.12 6-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCLL 0.0Code IRC20181TP12014 Matrix-MS BCDL 10.0 Weight:46 Ib FT=20% LUMBER 5) This truss has been designed for greater of min roof live TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 overhangs non-concurrent with other live loads. WEBS 2x4 SP No.3 6) This truss has been designed for a 10.0 psf bottom BRACING chord live load nonconcurrent with any other live loads. TOP CHORD Structural wood sheathing directly applied or 7) `This truss has been designed for a live load of 20.Opsf 3-9-12 oc purlins. on the bottom chord in all areas where a rectangle BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 3-06-00 tall by 2-00-00 wide will fit between the bottom bracing. chord and any other members. REACTIONS (size) 2=3-08,(min.1-08),4=3-08,(min. 8) FLOK06 FastenMaster connectors recommended to 1-08) connect truss to bearing walls due to UPLIFT at jt(s)2 Max Horiz 2=-106(LC 12) and 4.This connection is for uplift only and does not Max Uplift 2=-115(LC 14),4= 15(LC 15) consider lateral forces. 1 Max Grav 2=660(LC 2),4=660(LC 2) 9) This truss designed in accordance with the 2018 International Residential Code sections R502.11.1 and FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 R802.10.2 and referenced standard ANSI/TPI 1. (lb)or less except when shown. 10)FLOK06 designates One FastenMaster TlmberLOK 6" TOP CHORD 2-13=7811162,13-14=-676/173, screw. 3-14=-672/188,3-15=-6721188, LOAD CASE(S) Standard 15-16=6761173,4-16=-781/162 BOT CHORD 2-6=65/580,4-6=-49/580 WEBS 3-6=0/282 NOTES 1) This truss has been checked for uniform roof live load only,except as noted. 2) Wind:ASCE 7-16;Vult=140mph(3-second gust) Vasd=111 mph;TCDL=5.Opsf,BCDL=5.0psf;h=24ft;Cat. 11;Exp B;Enclosed;MWFRS(envelope)exterior zone QF N EW�O and C-C Extedor(2E)-0-9-0 to 2-3-0,Interior(1)2-3-0 to 3-0-0,Exterior(2R)3-0-0 to 9-0-0,Interior(1)9-0-0 to Q` VA CAP 9-9-0,Exterior(2E)9-9-0 to 12-9-0 zone;cantilever left !G5 �T,9 'Q� and right exposed;end vertical left and right �i exposed;C-C for members and forces&MWFRS for * j reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 UJ 3) TCLL:ASCE 7-16;Pr-30.0 psf(roof LL:Lum DOL=1.25 Plate DOL=1.25);Pg=30.0 psf;Pf=23.1 psf(Lum (P DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 10 4) Unbalanced snow loads have been considered for this RP design. DFESStiON 03/30/2022 This design is based upon parameters shown,and Is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design informal on on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss Is fabricated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. OJMJ M Job Truss Truss Type Qty Ply R2202017 T01 GE Common Supported Gable 1 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print 8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Mar 29 18:27:32 Page:1 ID:6zcj3XrF7FEl LPfcRomunszlRtQ-E896kW fA8Kcl KZJ80Sgw7PoC U3jJooE Kpcv9FxzW log i-9-00i 6-00-00 12-00-00 1 -- 0 9-00 099 6-00-00 6-00-00 go 44= • 5 71f� 4 6 c T 1 Cl) 3 7 Q of T T 22 23 2 T T 8 1 B1 U 9 14 13 12 11 10 3x4= 3x4= 1 12-00-00 1 Scale=1:35.6 1 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg) 23.1/30.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 8 n/a n/a BCLL 0.0Code IRC2018/TP12014 Matrix-MS BCDL 10.0 Weight:56 Ib FT=20% LUMBER 6) This truss has been designed for greater of min roof live TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 overhangs non-concurrent with other live loads. OTHERS 2x4 SP No.3 7) All plates are 2x4 MT20 unless otherwise indicated. BRACING 8) Gable requires continuous bottom chord bearing. TOP CHORD Structural wood sheathing directly applied or 9) Gable studs spaced at 2-M oc. 6-0-0 oc purlins. 10)This truss has been designed for a 10.0 psf bottom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord live load nonconcurrent with any other live loads. bracing. 11).This truss has been designed for a live load of 20.Opsf REACTIONS All bearings 12-00-00. on the bottom chord in all areas where a rectangle (lb)-Max Horiz 2=106(LC 13),15=106(LC 13) 3-06-00 tall by 2-00-00 wide will fit between the bottom Max Uplift All uplift 100(Ib)or less at joint(s) chord and any other members. 2,8,10,11,1lb 1 r 15,at 12)Provide mechanical connection(by others)of truss to Max Grav All reactions 3, 4,(lbor less at joint bearing plate capable of withstanding 100 Ib uplift at (s)2,8,12,15,19 except s at joint joint(s)2,8,13,14,11,10,2,8. (LC 22),11=267(LC 22),13=267 13)Beveled plate or shim required to provide full bearing (LC 21),14=251(LC 21) surface with truss chord at joint(s)2,15. FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 14)This truss is designed in accordance with the 2018 (lb)or less except when shown. International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. NOTES LOAD CASE(S) Standard 1) This truss has been checked for uniform roof live load only,except as noted. 2) Wind:ASCE 7-16;Vult=140mph(3-second gust) Vasd=111 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat. 11;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Comer(3E)-0-9-0 to 2-0-0,Exterjor(2N)2-0-0 to 3-0-0,Comer(31R)3-0-0 to 9-0-0,Extedor(2N)9-0-0 to 9-9-0,Comer(3E)9-9-0 to 12-9-0 zone;cantilever left F NE� and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for `Q' M CAP,�q reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C� 3) Truss designed for wind loads in the plane of the truss * O only. For studs exposed to wind(normal to the face), r see Standard Industry Gable End Details as applicable, n w or consult qualified building designer as per ANSlrrPI 1. 4) TCLL:ASCE 7-16;Pr-30.0 psf(roof LL:Lum DOL=1.25 tp Plate DOL=1.25);Pg=30.0 psf;Pf=23.1 psf(Lum �� 701355 DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; p Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 'QOF�$ 5) Unbalanced snow loads have been considered for this design. 03/30/2022 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify,all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(SCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job Truss Truss Type city Ply R2202017 T02A Roof Special 10 1 Job Reference(optional) UFP Site Built,LLC,UFP BE Engineering Run:8.51 S Oct 22 2021 Print 8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Mar 29 18:27:32 Page:1 ID:gRGLIaNdm n2cA0301 ZDZBzlRsk-iLj Uysgovdk9yju La9B9gcLBITsFX6OU2Gei nNzW7of 14-06-13 -2-04-00, 5-06 12 10-08 11 12-07-17r 19-08-12 , 25-03-08 26-00-08 2- 04-00 5-06-12 5-01-15 1-11-01 1-11-01 5 01-15 5-06-12 -0 2x4 n 6x6 ip7 3x4. W 6 8 12 5 24 7? 4 US o 23 3 3 25 3x6,, v & 4 9 o _ CS 3x4. 0 3 1 14 13 1 0 6x10= 6x10= o 0 2 15 12 10 0 ,= 2x4 n 2x4 u 11 1 J3.5 12 4x12 o 3x8,, FLOK06 3j08 5-06-12 10-06 15 14-08-09 , 19-08-12 , 25-00 00 25-Q -08 3'68 5-03-04 5-00-03 4-01-10 5-00-03 5-03-04 3-08 Scale=1:64.3 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.29 12-13 >999 240 MT20 197/144 Snow(Pf/Pg) 23.1/30.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.49 12-13 >614 180 TCDL 10.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.39 10 n/a n/a BCLL 0.0Code IRC2018/TP12014 Matrix-MS BCDL 10.0 Weight:134 Ib FT=20% LUMBER 3) TCLL:ASCE 7-16;Pr-30.0 psf(roof LL:Lum DOL=1.25 TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 Plate DOL=1.25);Pg=30.0 psf;Pf=23.1 psf(Lum BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 DOL=1.15 Plate DOL=1.15);is=1.0;Rough Cat B; WEBS 2x4 SP No.3 Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 SLIDER Left 2x4 SP No.3-2-06-00 4) Unbalanced snow loads have been considered for this BRACING design. TOP CHORD Structural wood sheathing directly applied or 5) This truss has been designed for greater of min roof live 2-8-1 oc purlins. load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on BOT CHORD Rigid ceiling directly applied or 7-11-13 oc overhangs non-concurrent with other live loads. bracing. 6) This truss has been designed for a 10.0 psf bottom REACTIONS (size) 2=3-08,(min.2-03),10=3-08,(min. chord live load nonconcurrent with any other live loads. 1-15) 7) 'This truss has been designed for a live load of 20.Opsf Max Horiz 2=227(LC 13) on the bottom chord in all areas where's rectangle Max Uplift 2=-268(LC 14),10=-219(LC 15) 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Max Grav 2=1465(LC 2),10=1308(LC 2) 8) Bearing at joint(s)2,10 considers parallel to grain value .FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 using ANSI/TPI 1 angle to grain formula. Building (lb)or less except when shown. designer should verify capacity of bearing surface. TOP CHORD 2-3=2099/267,3-4=-3424/563, 9) FLOK06 FastenMaster connectors recommended to 4-23=2821/389,5-23=-2726/391, connect truss to bearing walls due to UPLIFT at jt(s)2 5-6=2655/404,6-7=-2816/528, and 10.This connection is for uplift only and does not 7-8=2828/460,8-24=-2682/360, consider lateral forces. 24-25=2744/347,9-25=-2846/344, 10)This truss is designed in accordance with the 2018 9-10=3643/484 International Residential Code sections R502.11.1 and BOT CHORD 2-15=544/3028,14-15=-547/3033, R802.10.2 and referenced standard ANSI/TPI 1. 13-14=118/1742,12-13=-341/3195, 11)FLOK06 designates One FastenMaster TimberLOK 6° 10-12=-342/3180 screw. WEBS 7-13=298/1528,8-13=-456/200, LOAD CASE(S) Standard OF NEW 9-13=721/318,7-14=-071/1494, ! +V 6-14=-477/212,4-14=-577/254 �`i }� NOTES �5 M Cgp7T O,p 1) This truss has been checked for uniform roof live load only,except as noted. 2) Wind:ASCE 7-16;Vuit=140mph(3-second gust) r Vasd=111mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat. j. W ll;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Extedor(2E)-2-4-0 to 0-8-0,Interior(1)0-8-0 to 9-7-12,Exterior(2R)9-7-12 to 15-7-12,Interior(1) tPP 15-7-12 to 23-0-8,Exterior(2E)23-0-8 to 26-0-8 zone; 4 A 70 i 355 cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS �NP for reactions shown;Lumber DOL=1.60 plate grip gOFEw DOL=1.60 03/30/2022 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component Is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with condit ons and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(SCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job Truss Truss TypeQty Ply R2202017 T02GE Roof Special Structural Gable 1 1 Job Reference(optional) UFP Site Built,LLC,UFP BE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Mar 29 18:27:32 Page:1 ID:FZ7L3Dg328RoZsIAgJjuZxzlRs9-iLJUysgovdk9yjuLa9B9gcLEITr X6LU2GeinNzW?of 14-06-13 9-005 06-12 10-08-11 12-07-12 19-08-12 25-03-08 26-00-08 0 5-06-12 5-01-15 1-11-01 1-11-01 5-01-15 5-06-12 0 8x8 ip 5 4 I` 6 1 30 31 71-2 a , Cl) 3x6. 29 3 3. 32 3x6,* 3 1 1 7 o co - 1 12 11 3 1 4 0 6x10= 6x10= 6 0 w 2 13 10 8 9 12 z 9 3x8% 3x8,, 3108 5-06-12 , 10-06-15 14-08-09 19-08-12 25-00-00 25-Q3-08 Scale=1:63.8 3-08 5-03-04 5-00-03 4 01-10 5-00-03 5-03-04 3-08 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.30 12-13 >999 240 MT20 197/144 Snow(Pf/Pg) 23.1/30.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.51 12-13 >595 180 TCDL 10.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.41 8 n/a n/a BCLL 0.0' Code IRC2018ITP12014 Matrix-MS BCDL 10.0 Weight:142 Ib FT=20% LUMBER 3) Truss designed for wind loads in the plane of the truss TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 only. For studs exposed to wind(normal to the face), BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 see Standard Industry Gable End Details as applicable, WEBS 2x4 SP No.3 or consult qualified building designer as per ANSI/TPI 1. OTHERS 2x4 SP No.3 4) TCLL:ASCE 7-16;Pr-30.0 psf(roof LL:Lum DOL=1.25 BRACING Plate DOL=1.25);Pg=30.0 psf;Pf--23.1 psf(Lum TOP CHORD Structural wood sheathing directly applied or DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B; 2-7-12 oc purlins. Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 BOT CHORD Rigid ceiling directly applied or 7-5-11 oc 5) Unbalanced snow loads have been considered for this bracing. design. REACTIONS (size) 2=3-08,(min.1-15),8=3 08,(min. 6) This truss has been designed for greater of min roof live 1.15) load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on Max Horiz 2=-210(LC 12) overhangs non-concurrent with other live loads. Max Uplift 2=221(LC 14),8=221(LC 15) 7) All plates are 2x4 MT20 unless otherwise indicated. Max Grav 2=1325(LC 2),8=1325(LC 2) 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 chord live load nonconcurrent with any other live loads. (Ib)or less except when shown. 10).This truss has been designed for a live load of 20.Opsf TOP CHORD 2-3=3700/633,3-29=2907/417, on the bottom chord in all areas where a rectangle 29-30=2804/420,4-30=-2742/432, 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-5=2888/550,5-6=2888/489, chord and any other members. 6-31=2742/388,31-32=-2804/376, 11)Bearing atjoint(s)2,8 considers parallel to grain value 7-32=-2907/373,7-8=-3700/496 using ANSUTPI 1 angle to grain formula. Building BOT CHORD 2-13=-622/3230,12-13=-622/3245, designer should verify capacity of bearing surface. 11-12=133/1789,10-11=-359/3245, 12)FLOK06 FastenMaster connectors recommended to 8-10=358/3230 connect truss to bearing walls due to UPLIFT at jt(s)2 WEBS 5-11=299/1542,6-11=-455/200, and 8.This connection is for uplift only and does not 7-11=718/317,5-12=-385/1542, consider lateral forces. 4-12=-455/200,3-12=-704/304 13)This truss is designed in accordance with the 2018 0 I N Eby NOTES International Residential Code sections R502.11.1 and 1) This truss has been checked for uniform roof live load R802.10.2 and referenced standard ANSI/TPI 1. ,`P 5 M C..P, only,except as noted. 14)FLOK06 designates One FastenMaster Timberl-OK 6" Cq �� 92 2) Wind:ASCE 7-16;Vult=140mph(3-second gust) screw. Vasd=111 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat. LOAD CASE(S) Standard II;Exp B;Enclosed;MWFRS(envelope)exterior zone f j L11 and C-C Exterior(2E)-0-9-0 to 2-3-0,Interior(1)2-3-0 to 9-7-12,Exterior(2R)9-7-12 to 15-7-12,Interior(1) 15-7-12 to 23-0-8,Extedor(2E)23-0-8 to 26-0-8 zone; tP cantilever left and right exposed;end vertical left and x01355 forright exposed;C-C for members and forces&MWFRS A for reactions shown;Lumber DOL=1.60 plate grip9CF�S SICNP� DOL=1.60 03/30/2022 ✓r�i� c s �� iJeL.vcc) .(�rrn,t y73-31 oaL Dix bt Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 ' Mon,Sep 19 10:37 AM by Mike Masullo IL .. �� SEP 30 2022 ' F ILDI To Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Mon.Sep 19 10-37 AM by Mike Masullo �a 4 � ^�sf 1ti Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Mon,Sep 19 10:37 AM by Mike Masullo t� W; Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Mon,Sep 19 10 37 AM by Mike Masullo MwIftf Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Mon,Sep 19 10:37 AM by Mike Masullo Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Mon,Sep 19 10:37 AM by Mike Masullo y It . Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 d t Ty Morn,Sep 19 10:37 AM � as by Mike Masullo s Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fri,Sep 16 12:35 PM by Mike Masullo e r Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fn,Sep 16 12:35 PM by Mike Masullo Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fn,Sep 16 12:36 PM m by Mike Masullo 4 ^ N , p 1` Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fri,Sep 16 12:36 PM by Mike Masullo AiLa» i j 1 P' :. Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fri,Sep 16 12:36 PM by Mike Masullo { Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fri,Sip 16 12 36 PM by Mike Masullo 3. Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fri, Sep 16 92:36 PM by Mike Masullo 1 e - Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 t Fri,Sep 16 12.36 PM At �_ by Mike Masullo Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fri,Sep 16 12:36 PM by Mike Masullo r. s ' Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fri.Sep '16 1236 PM by Mike Masullo Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fn,Sep 16 01:10 PM by Mike Masullo Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fri,Sep 16 01:10 P&I by Mike Masullo 1 1 I I r • 1 1. f, r Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Fri,Sep 16 01:V, " by Mike Masullo RWW _. wAWN r• „ a Founders Village Bldg 2 Unit E 2555 Youngs Ave•Southold,NY 11971 Ad,-Sep 16 by Mike Masullo e a ' e • ® a e FOUNDATION ---- FOUNDATION 1 ® , �AA \ IIl1yl mm""mr SI .. _ ►,. � , KA w ROUGH VRAMING,& S .'' • � � � bio � m i ,�o�oSufFotx�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i t a q:-L53/ �,�PERMIT NO. Building Inspector: JL 4022 3- Applications and forms must be filled out in their entirety. Incomplete 'T`OVvav ur- �D _,:r iOL,D Applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: Zp 22— OWNER(S) ZOWNERS)OF PROPERTY: Name: ALw1qD TSCTM# 1000-V&3 -, l - ?� 5L 1 37 Project Address: 2-SSs VO G� A " 'SOUD-WO. �W411- 1hone#: C�� 1 2 - slow Email: L J CDP LA .J I �L.....D�.o �t0 !LI Mailing Address: S ! �� CONTACT PERSON: Name: Mailing Address: -2-0(-,,� LWCQ J 5-r-Vk,�' P-J V6211W Am. ` 0 Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: - jr. 7 Mailing Address: 2-6(o L CO o1 �,57Y2�- &M )A01. Phone#: C �� i Email -frau CONTRACTOR INFORMATION: Name: 0l. � Vi ck:l� -7/1 C Mailing Address: 770 1 -0 lW6 V vE �WKa4WMT AAd1/-7.?!? Phone#: �' 1 �?J�.'_(�JZ®® Email:M 0,16(V)ePCv_5azyIZ'e_S..40 DESCRIPTION OF,PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration N?<epair ❑Demolition Estimated Cost of Project: ❑Other $ 250 000 Will the lot be re-graded? ❑Yes P<O Will excess fill be removed from premises? ❑Yes k1llo 1 ti PROPERTY INFORMATION, , Existing use of property: Q� Y �S Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �•—r this property? ❑Yes No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor'/design professional is responsible for'all drainageaand storm water issues as provided by n Chapter 236 of the Town Code. APPLICATION,-IS HEREBY MADE to the Building Department for the issuance of a Building,Permit pursuant to the Building Zone j Ordinance•of the Town of Southold;Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings; additions,alterations or for removal or demolition.as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code,and regulations and to admit authorized inspectors on premises and in building(sl for•necessary inspections:False statements made herein are punishable as-a Class A misdemeanor pursuant to Section 210.45 of the Newyork State Penal Law. Application Submitted By(print name): �� 52'l-uthorized Agent ❑Owner Signature of Applicant: Date: Z7 JZ��z STATE OF NEW`Y/O'R,K)) S. COUNTY OF �[�156'�yj k ) OLAJ_L,112� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is theUr�� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Swornbeforeme this r day of 20 2Z r No—ITWWIC v .-1. �,- ,Q . Notary'aPablie,State of New York i No,01 S16301674 PROPERTY OWNER AUTHORIZATION 11 ;;�ctlifi�, ?in Suffolk County Exp ires April 21, (Where the applicant is not the owner) 2 I, residing at do her authorize ✓'� II..J� I( to apply on my behalf to the Town of Southold Building Depa ent for approval as described herein. _ Owner's Signature Date Print Owner's Name 2 r Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) , eLvresiding at 2sS'f— Zvi✓ S ��-z_ (Print property owner's name) (Mailing Ad ess) UN iT 2 'o 'I�' do hereby authorize ' ► l(RiSSA &Iza (Agent) to apply on my behalf to the Southold Building Department. 2 J2. �2Y (Owner's Signature) (Date) (Print Owner's Name) A-S 4 W c,,- ,-P f44-a P'^`'.ej- 4rj cl 4 r z CY C � 1� • k-�-_ �� "'�'„'_ r�' s_F. - r�.1--, r- e �Of S ;_T__17 Town Hall Annex 54375 Main Road Telephone(631)7g65-1802 P.O.Box 1179 • roaer.richertCatown sOuttl0Q nv us Southold,NX 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: a� Company Name: -„ Name: - - License No.: YV C Address: 0 Vt CIO v Phone No.: 6t_S�\ 2— 3 S- 9 civ 3► o� 3� JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 1 *Cross;Street: *Phone No.: � � 1 >0, Permit No.: 40 Tax-Map District: 9000 Sealon: Block: C) A. Lot:le *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 10" v (Please Circle All That Apply) Is job ready for inspection: YE Rough In Final *Do-you need a Temp Certificate: YE / NO Temp Information(If n d) , `_ ,, c *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION N CS 82�Request for lnspecwn Form �o�SOFEoc,�ea Gy< BUILDING DEPARTMENT-Electrical Inspector cc a TOWN OF SOUTHOLD w � of, • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Ol �a0 Telephone(631) 765-1802 Temporary Certificate # Date V17 2022 Customer Name Electrician Name _ (G Address ZCS, Phone T e-mail e-mail -CQN_e6_1b4 1A G IG Aq Phone License# Size 15< A Phase Overhead Underground #of Meters Remarks #of Underground Lateralsl 11 2 New "H" Frame or Pole H P Fire Reconnect' Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 ays from t�datebove. Authorized by � • � '*15f S �� QA/ ! �y • tip O!® _. Town Hall Annex s r i+ ;-Teleptrone(681)765=1802 a 54375 Main Road ' ' ' '-;'- '' ' (631)7658g5p2 P.O.Box 1179 RS . rogenrichertCa own SOUtl101tl by Us' Southold,NY 11971-0959 R �0 F•. j BUILDING DEPARTMENT - TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION z t REQUESTED BY: ^� �- �" ny�c�nllsLl J�e� Date: DA Q , rj Company Name: Name: License No.: amo r, Yb\ C Address: _ © V! C o { Phone No.: - CO v h Z JOBSITE INFORMATION: (*Indicates required information) *Name: �c-1� wh�s-c-S i� �� - �\ • *Address: Cross Street: *Phone No.: Permit No.: Tax Map District: '1000"- - tion: Block: _ Lot: *BRIEF DESCRIPTION OF WORK(Please PrintClearly), (Please Circle All That Apply) . .. Is job ready for inspection: ; YE N :Rough-In Final_ Do-you need a Temp Certlflcate: `- YE / NO Temp Information(if.needed) *Service Size: 1 Phaa a 3Phase 100 O 150 200 350 400 Other *New Service. Re-connect Underground Number of Meters .Change of Service Overhead' Additional Information: PAYMENT DUE WITH•APPLICATION I 82=Request for Inspection Form %i`• I PERMIT# Address: Switches LM tT" ` ` I Outlets pW- GFI's Surface Sconces I H H's UC I_ts 1 Fansf Fridge r HW Exhaust) Oven I WAD �j 0 A--- Smokes..(. DW Mini I Carbon Micro Generator Combo Cooktop Transfer AC ` AH Hood Service (A Am Have Used Special: G /� O°V Comments: �+S fD _g—1G rG—AM -� IDr 4 � OWL Town'Hall Annei y y Telephone(631)765-1802 54375 Main Road r Fax(631)765-9502 P.O.Box-1179 �. Z Southoid; NY 11971-0959 4r,. G � aaIY� `� '� . BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: -2, 'V zoz2 Owner: & OAJ D_LW CA Location of Property: 2-515S 0a0&5. e.. VAh r,7E L louDbxp 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 locations) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line_): Owner Owner representative TrussReq%docx Effective 1/1/2015 Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 ID) C F MAR 0 8 2022 IDJ March 7, 2022 TOWAI s� OUTHdLa Amanda Nunemaker Town of Southold Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold,NY 11971-0959 Re: Fire Damage—2555 Youngs Avenue, Unit 2E, Southold (SCTM: 1000-63-01-35, 36 & 37) Dear Amanda, Enclosed please find 4 sets of revised plans which have been revised to reflect only 2 out of the 3 trusses being replaced. The previous plans showed all 3 trusses being replaced. Also enclosed are Truss Plans&ResChecks. Should you have any questions,please do not hesitate to call. Sincere y, Melissa Butler Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: . (631) 208-8850 Fax: (631) 727-8033 Town of Southold Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold,NY 11971-0959 I dei /n Re: Fire Damage—2555 Youngs Avenue, Unit 2E, Southold (SCTM: 1000-63-01-35, 36 & 37) To Whom It May Concern, Enclosed is a Building Permit application for the repair of the above fire damaged residence. Please note that we do not have a survey of the property. We are proposing to repair in kind only the damages to Unit 2E which were caused by fire,smoke or water. No changes to the footprint are proposed. Please note that our clients are currently displaced. We are asking that you extend every courtesy to expedite the review of this application so that we can help our client get back into their home. Should you have any questions,please do not hesitate to call. Sincerely, Melissa Butler NEW YORKSTATUTORY S.-HORT FORM a)-CAUTION T0 ,TlJE PRINCIPAL: 'Vane Feuer of Attorney- is-'sa,u jm- ' 'nt. �lt�t�:tr em itpriaicipl,'"i-oo'ghm the p tsoa whom voin vitioom(,yotir"A&mt!')-authorit�#q�pmd your m-oni or diwa se of yaiir pro pe~rty d" rlig your Iif�t me�•iftut tali n gtletai. �`aa� dm jai lose"Vonr autbar ,cAa°n though you.Itim•giveat,�opr Agent lnsitnr autborit.-. .' 1lim your :Agent exercists this iatithmil•, 60 Or act according to ani Wstraci`ion l rpvidcd or,r lha torr �_ uis l ct1fle�irar`�i�t�s. y��r t+��t.t�ata 1� "'Imp artut nfor a Awal"at thc,ud of this dacti c t de%crlbeei your A:g en' s' iv-SP6usibilitles, Votarjgcnt "a a". nyour bebalf on y after signing the l dwa f-Atttirta bk'ffjara.'_a tegtary pub You m request btforam#ian from your.A of M'am' ti ots. If ypa arc.re-, -oking it priar Power of east sl eiuld provide written holies of the ra:aovation to your,prior Agvit -;) and to any third po way hisve ucted upon it,Including the financial inbf viions where your Accouiris are located. . You c-.m rimoke orJermin ate vans PoNmr aif Aftartrc��at mkv time for any r � n as tong ta��;�f u."tta� nidal. It' u:arc rto longer of sound mind,o court rin ti:mo a art Age ni i`ar ziitlrag talpmPerly. Your Agent canselt m4be alth cmev d ecisi;ttits for you, You tram rA"ata' a I'll Ith'Cuiv Pm tEel . Tb 'l 'R gm--ming Pmvvrs, otAttaritey is dant fined in the N - 'ork (#iencrut Oblit atto14w'lj4V Title IS. 'bis law is a vaitoW al a Istry Hb t*ty4'fir ohli>�:teAtrough the New Vorla *t�rtc-fit' tc air °c Sia � - ca atr,s oat 4jt oravi�aa-in 9 BOUT THI DOCUM-ENT THAT VO(f link (Jrr (INDI: S-Al MOULD ASK AVVY ;9t.() "Vt1 0'% CHOOSING TO EXPLAIN' I`t''I'i.'t"f''OV" (b) DF'�I NATI 'N til+' NGEN t( 1 , I.'kli " . ,I Andrew [lei q . req'i iin r at 1930 sw C TIV�°, name and adds ofpfincipaj rm.mt Tesi dig�;at 1045 IN Laa�TM.i��crat, s P l l'��, �:m� A ,*,$) taatios)a t saddre (c;',) of.AGEN t'(s) i( °au:a sig4-tats ft-,)Tt:than onr-agent atone,i1ia��v mus-t �s l ir3�iti�4i ppc�la� Yy ,-.Iu is iti t the Ste,M' t 'I mmy (c)-'DESMNATION Vit' IC1t:l°SSOR ACyl::. T,6. :'(wriO NAL) i as {t -irt cl i z� I bo i n i or im. -Mllin ."io tve,!'a i6dit ui my—successor genj(��; and address(je 3 of ar dor g%v(s) S cc ti r.$ Ca d i a ii ab�cf c.n'ic� n�`l i cl ri� urtt a,i in itial the. tat ali att L l p<�. Ada} ac c sor Agmts,jovy A i QPft;A'M A'. Al 1'f ct i� n x ntt Cnt}9184}"'4' ht.}moist M ,4 unless X00 t`�itw t : a3ro �'.iLJNY'4, - , H, }prat it i t}t�t Owe i"}arra}I tdi ^ a tFarr~'I rippoi 0t V, ` urC r z tct i t}t t} l # c gust t calcni 1 was inkial tho vwannt brtr : WPARATKY yo-u ly prowidfat,svtm0c succcisittm.ttfles in thii t t xi. Ltrsr;9 if 1 y�rY siun l y�i : (d-) rilss POWV 4 Or AWORNFN sliall Not be'affectEd-by vIF an " 9 have t t4 d at4 sp balo r;and"";ti�t}41�€rtttz��". t? r l # �'A I`t t :" : ' 1 !I NOT .V01W iy�,1�owV m�f Attomim, P vinldslyTWs settled[a °'ti; wnt+ .d 'w ttcltKt "Ec lxd � rt2tC.3titf ": . If ysty44-dn NOT trt f:l trz re vLr g'�}4tt 1!ow of A t ey,j0d lf`VC43 hav ,ttitY�l.Id�t ' }ttlsc}ri td}i On n itis t � - ' f -OJ r,, in to X t f x t i ya,cel}int im sCpmisOy tin lt ynt}.itt i�a,ta kn.,ltr`-_ . 1i } '6�(tht.ap 13•wii1�dpi., rme a0mm RAN YVI J11,of't!}c +t. i . to '¢tIt r ` 0 Wtt >cc t tlty lattcTs fme"elf '�ts�You w}nt� e �t►�nt�d�I.twr}tl it ti i t tir Ct. t 1t }t ittit � } 1 Yt flecd to ittilial klft wha lines, 1 t{I� y ntn�}ttlfrt'It zn ry S,tio{��, with m� ttot'ht.f6Il� tkArtpd to.s "-A �Bj Chaim,;ff4 goads fro ions; �,. �.i°.F4 dID99J,r �•e F?1f[Sa.iiSi� 8�,s�i•tF, 1 ., :a gyp. New York State Bar Association New York Statutory Short Form Power of Attorney,811811%Efr.9112/10 ( ) (G)estate transactions; (H)claims and litigation; (�_) (1)personal and family maintenance:If you grant your agent this authority,it will allow the agent to HGF x make gifts that you customarily have made to individuals,including the agent,and charitable organizations.The total amount of all such gifts in any one calendar year cannot exceed free hundred dollars; ( } .Q)benefits from governmental programs or civil or military service; ( } (K)health care billing and payment matters;records,reports,and statements; ( ) (L)retirement benefit transactions; ✓) (M)tag matters; (�) (N)all other matters; (�) (O_)full and unqualified authority to my agent(s)to delegate any or all of the foregoing powers to any person or persons whom my agent(s)select; (� (P)EACH of the matters identified by the following letters: You need not initial the other lines if you initial line(P). (g) MODIFICATIONS:(OPTIONAL) (h) CERTAIN GIFT TRANSACTIONS:STATUTORY GIFTS RIDER(OPTIONAL) ;. In order-to authorize your agent to make gifts in excess of an annual total of$500 for all gifts described in(1)of the grant of authority section of this document(under personal and family maintenance), 4 you must initial the statement below and execute a Statutory Gifts Rider at the same time as this instrument. Initialing the statement below by itself does not authorize your agent to make gifts. The preparation of the Statutory Gifts Rider should be supervised by a lawyer. s (��) (SGR)I grant my agent authority to make gifts in accordance with the terms and conditions of the { Statutory Gifts Rider that supplements this Statutory Power of Attorney. (i} DESIGNATION OF MONITOR(S):(OPTIONAL) If you wish to appoint monitor(s),initial and fill in the section below: ( )I wish to designate ,whose address(es)is(are) a , as monitor(s). Upon the request of the monitor(s),my agents)must provide the monitor(s)with a copy of t the power of attorney and a record of all transactions done or made on my behalf. Third parties holding records of such transactions shall provide the records to the monitor(s)upon request. (j) COMPENSATION OF AGENT(S):(OPTIONAL) Your agent is entitled to be reimbursed from your assets for reasonable expenses incurred on your behalf. If you ALSO wish your agent(s)to be compensated from your assets for services rendered on your behalf,initial the statement below. If you wish to define"reasonable compensation",you may do so above, under"Modifications'°. Page 3 of 1 2010 N.Y.La,+s ch.340 77 ila -tip - `, .:. n it ' :of Amos $ no ritherk . ,is MWOMP tai a 14, OURY UMAt 441-lic. if'teminatrd tryit #�f_C r- �t f� ` r of At fid' A+Lwuii*:3Y Y�•ti flit i . amp :" dy"sn&" ` '� `. .:� - ,• pit '� ^ ..° ��°�;��`�'� � - ;• , " , is pmAW.to *` Womb,tsWt iol Mau me AwwWAS." eo-i 51-f�^-A r&r,I F"A 4-4—z�,. Q,L4 I If% T mum VIVS I�T Zvi @,h*I "*V n" flal U",Aja4 NO&OW!w. mi tlut wwm d vokh f" -,T c-fw Vx-v.44 ....;Wj F_P11w, 011Fwa VOW v wv- Own C4,-JTta�,nn iiL!;TZ Whom j maj, WrOWNIATION FOR THE AGENT, fif AUoolg�,a SpecizI tq aLx,,vp1 lhw&��Ikmy on - 1neigul. Tbi,"4 pit YUU'kg'Al ci;g mU it not moVag if,�miz'1--"S,,1JrhzTTzS a7amr Olt peirlcip.:A, gT. 6ans, 0 m. ST pupid vnj i1hvu 111g;-availd im7,ait ycA��r&-ility to A keep 'iia(ywp t;, nl i-q a s-cicccd S:f 1A (5)d1h,,h)U y1ur al an alai! yva tor dif,pfilleivil by-wifiag CC ptitti, NamO%by(your Symmuo u5 Agemmar(yovt SgYT-wurif RN AVinit fq(Princir.0`6 Y-,jti w.,--4y tint L:mc tho it�ficn-011 fir Qtv, tl-3�; h, On pe�7k:ip�jl N I 5-uXbOO Stalut--mv Shor, Fcm Paw&or Mmmrvw Cc ZI infomi,�Iu-fw, 0J.,the 01 ViAwAq Wa ma"W"m in thnTan, iioigp b�v r�',vitill !,vpten nilEc-r vi 111c fl=�.rpjl :uml to ally -if irvv,,>a hzzi bircu U,4XA' W irm has On Win -k w - - .InYL4-t�lljt;��Ax:-c"�Ihil 6xLwxnL;1r your 1'qjvbwx i1i;it WAY te. la MAW, jy,r,;jvvj N,--%, Yorv, j,jjlhjj�,ty i.ql kp�Zgnl-- No 0 pmt Ato WT �A 141116 autl� taiitt�rfl Ir} € the '�at" nr '.YE 1�tlxict .i t IAS,`fr itiCt . 4 It it.tiot t~ print i i qtr:n vat t ill u SMW timt we ff4za tt slti _ Itis } alon at tl!HIME iirc A UL c.Pt hive mid Vbk.fcavapiaa PO%Tr'af A am?w,�am the petGi faltwified therein as• °nlM fof thrprincipA nimicJ Oite6lifu Al STATI�OF,NEW YORK I �tttrta pw,the 7g":V mozal k=RK °...� my u ra.t i tz,ttxe c ,: t s sal t ss ►r � t be the indi ; ?I W-11;; at aas subw c r+�iz�vhm W;-ztw,-tt u. raknow ed to eti�diet ii %hr, j wmcuicd ilw s iz hid+'ter c avity.and-that tyy hip` 'mime M. 1114 fis"Rumi,dx imdr idusla cl ale �r am ntMI 'c�f i'{hk:h Kitt der vi&al ackdxli w�-1110 the.instrt¢zt��t` sr e* vvsrt ;;may= 'li j. fp)SUCCESSOR At;�AUNT'S SI,Ctxt�.�.�Tl;,RV.AND A� '.�0'4it1<,.,U.P(. F.,,*K�`'-0V"POTN t MENI .- It is tato c�i:tii tit t trtirtcip I fir, ta ': r+ E; a '' t xl"ung, % apt t *rstia� t ,u►r j I t,lt t V41ip S tv 5T �.f1j;vw,:jinn al tom•8At"+t`i1tan. F=ir hg ram, ar ,wvmstm aisi cnot taw•Ii.; i pnwer ofa1fk t-ft::., � .,mlc� v nga.=ntls�tip 4gimied ibowe i�'src We or_itnwill nng is vt; t�OF , ! 1 � tipc u t t t:, *fns, tft ttnd gid;g trt tt Y P4, tsa�lly t. o to me or pr& t�� Cat t a si�i of 1;SRgR q cvi sa to bo the its i •t,il Ftp 1liz� zlltiu tt nzitr st i t t�:�t � tl# r t 61, 0h } feu'�`�♦mai:II�a.ex��r�xa avtcill a4t ittc,s=mt L-4 bis,her cup 3,:ily° I.i C-AI i �ld,: rittzk�rzitttt�oo Im Ihf. igf1-r i- -tile 124 tr.*4i01J U&I of 01 r�t:�;q:t t�ts;6rt tr�� tf�s�� i�"��iffi:�rt<�s':��,��.tl tetra€�,cT��:�u�=:=�Citta�ittstr•€Itttx.�tt. { 't i i i '- ----•-�- --; Sgffolk-County.Deptt of:•-___ Labor,Cicensing.4 Consumer Affairs HOME IMPROVEMENT LICENSE -• G��`� Name. ; 3 JOEr GENTILE I Business Name This certifies tfiet.the p Of SERVICES INC, bearer is duly llcensed, by the County of suHolk License Number:H-23426 Rosalie Wgo Issued: 06/01/1994 , Commissioner Expires: 06/01/2022 YORK Workers' CERTIFICATE OF INSURANCE COVERAGE ST TAE Compens Board ation NYS DISABILITY AND. PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie .1a..Legal Name&Address of'lnsured(use street address only) 1 b.Business Telephone Number of Insured P.C.I.SERVICES,INC. 701-8 KOEHLER AVENUE LAKE RONKONKOMA,NY 11779 1c.Federal Employer Identification Number of Insured or Social Security Number Work.Location of Insured(Only required ifcoverageIsspecilFcallyllmitedto certain locations In New York State,Le.,Wrap-up Policy) 113141420 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company .Town of Southold 54375 Main Road 3b.Policy Number of Entity Listed in Box"1a" Southold, NY 11971, DBL-396066 3c.Policy effective period 01/01/2022 to 12/31/2022 4. Policy provides the following benefits: © A Both disability and paid family leave benefits. B.Disability,benefits only. F1 C.Paid family leave,benefit's only. 5. Policy covers: 0 A All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/27/2022 B C�IYi GI�MU� 9 Y (Signature of insurance carrier's authorized representative or NYS Ucensed Insurance Agent of that Insurance carrier) ;Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carver's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the.certificate holder. If Box 4B,4C or 513 is'checked,this certificate,is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid amily Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 413,41C or 5B have been checked) State of New York Workers' Compensation Board According to information,maintained by the NYS Workers'Compensation Board,.the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorised NYS Workers'Compensation Board.Employee) Telephone Number Name and Title Please Note:Only insurance carders licensed to write NYS disability and paid family leave benefits insurance policies and NYS Ucensed insurance agents of those insurance carriers are author zed to Issue Form DB-920.9.Insurance brokers are NOT authorized to Issue this form. DB-120.1 (19-21) II�IIPIDIioi�aliililoilil(ioiiloliou)Il�l� 17 NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE FRI ^AAAAA 113141420 ASSUREDPARTNERS NORTHEAST LLC 100 BAYLIS RD STE 300 MELVILLE NY 11747 iffl%il :i SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER P.C.I.SERVICES INC. TOWN OF SOUTHOLD 701 KOEHLER AVENUE STE 8 54375 MAIN ROAD RONKONKOMA NY 117797403 SOUTHOLD NY 11971 POLICY. NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 1847339-9 374358 02/28/2021 TO 02/28/2022 1/27/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 847 339-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH .RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE'NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:388540453 I I_�R A400RL? CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) 01/27/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Christine Schuller NAME: AssuredPartners Northeast,LLC. PHONE (631)844-5178 FAX (631)465-4005 (AIC, IC No Et): AIC,No 100 Baylis Road E-MAIL chris.schuller@assuredpartners.com ADDRESS: Suite 300 INSURER(S)AFFORDING COVERAGE NAIC#_ Melville NY 11747 INSURERA: Great Divide Insurance Co 25224 INSURED INSURER B: Utica National Assurance Co. 10687 P.C.I:Services Inc. INSURERC: NY State Insurance Fund 36102 701-8 Koehler Ave INSURER D: INSURER E: Ronkonkoma NY 11779 INSURER F: COVERAGES CERTIFICATE NUMBER: '21-22' REVISION NUMBER: THIS IS.TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ITR EXPTYPE OF INSURANCE INSD WVD POLICY NUMBER MM DDY EFF MM DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR A 100,000 PREMISES Ea occurrence $ MED EXP(Anyone.person) $ 5,000 A ECP2035737-10 09/06/2021 09/06/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY � PRC El LOC PRODUCTS-COMP/OPAGG $ 2,000,000 )ECT OTHER: Contractors Poll Liab $ 2,000,000-Per Occ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ BX SCHEDULED 5471390 09/06/2021 09/06/2022 BODILY INJURY(Per accident) $ OWNE'6AUTOONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESSLIAB CLAIMS-MADE FFX2035738-10 09/06/2021 09/06/2022 AGGREGATE $ 1,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION X1 SPER TATUTE ORH AND EMPLOYERS'LIABILITY YIN 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ C OFFICER/MEMBER EXCLUDED? N/A 10847339-9 02/28/2021 02/28/2022 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ E. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The following are included as additional insureds if required per written contract,subject to the terms and conditions of the stated policies:Town of Southold,54375 Main Road,Southold,NY 11971 Coverage applies on a primary and non-contributory basis with a Waiver of Subrogation in favor of Additional Insureds. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road AUTHORIZED REPRESENTATIVE Southold NY 11971 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD APP VED AS NOTED ELECTRICAL DATE:Z E B.P.# 753 INSPECTION REQUIRED FEE: 4Q) BY: NOTIFY BUILDING DEPART ENT AT 765-1802; 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION PLUMBER CERTIFICATION 4. FINAL - CONSTRUCTION MUST ON LEAD CONTENT BEFORE BE COMPLETE FOR C.O. CERTIFICATE OF.00CUPANC 'i' ALL CONSTRUCTION SHALL MEET THE SOLDER USED IN WATER REQUIREMENTS OF THE CODES OF NEW SUPPLY SYSTEM CANNOT YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. EXCEED 211,00F.1% LEAD. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF °'AL1.PLUMBING WASTE RC + j VA`�ER'LINES NEED S T .IWG�BEFGRE COVERING N.Y.S. Blower door and ductwork testing required. OCCUPANCY OR Must provide Manuals USE IS UNLAWFUL D, J and S as per WITHOUT CERTIFICA NYS Energy Code )F OCCUPANCY Fire separation required as per NYS Code RETAIN STORM WATERRUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN CODE, repaired shall conform to Chapter 172 of the Town Code Generated by REScheck-Web Software Compliance Certificate ® EC EOVE Project Founders Village Unit 2E Fire RepairMAR 0 8 2022 BUILDING DEPT. Energy Code: 2018 1 ECC TOWN OF SOUTHOLD Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,201 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2555 Young's Avenue Jeffrey Butler 15168184379 jeff@butler-ae.com Passestrade-off Compliance: 8.1%Better Than Code Maximum UA: 209 Your UA: 192 Maximum SHGC: 0.40 Your SHGC: 0.31 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 LIA 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 Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,201 49.0 0.0 0.026 0.026 31 31 Wall: Wood Frame, 16" D.C. 1,248 15.0 3.0 0.061 0.060 65 64 Door: Glass Door(over 50%glazing) 63 0.310 0.320 20 20 SHGC: 0.30 Window: Vinyl Frame 120 0.300 0.320 36 38 SHGC: 0.31 Floor:All-Wood Joist/Truss 1,201 30.0 0.0 0.033 0.047 40 56 Compliance Statement: The proposed building design described here is cc' is nt wi the building plans, specifications, and other calculations submitted with the permit application.The proposed building h een ned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory req ' ement sted in the REScheck Inspection Checklist. , 1 )2;z- ------------ Name-Title / Signature OF NEy Date X T. e 0 NCO 073493 Project Title: Founders Village Unit 2E Fire Repair �SSIONP Report date: 03/04/22 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy-Code: 2018 IECC Requirements: 100.0% 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 & Req.ID 103.1, i Construction drawings and ; ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PRI]1 !energy code compliance for the j Not Observable ;building envelope.Thermal lenvelope represented on I ❑Not Applicable ;construction documents. f 103.1, (Construction drawings and ❑Complies ;Requirement will be met. 103.2, !documentation demonstrate ❑Does Not 403.7 !energy code compliance for f [ [PR3]1 ;lighting and mechanical systems. , ❑Not Observable , C19) !Systems serving multiple i ❑Not Applicable ; dwelling units must demonstrate ! ; compliance with the IECC i (Commercial Provisions. y 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 1sized per ACCA Manual S based Btu/hr ! Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ,❑Not Observable gj Manual J or other methods Btu/hr Btu/hr (approved by the code official. ! f❑Not Applicable Additional Comments/Assumptions: 1 Fi'gli;Iri�Ract;(T�igr;]:�f , C2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Founders Village`lJp�it-21~ j.reiR� pair Report date: 03/04/22 Data filename: """" Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 �A protective covering is installed to ❑Complies ;Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation E❑Does Not and extends a minimum of 6 in. below ;❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies !Exception: Requirement is not applicable. [FO12]2 installed. ;❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Founders Village Unit 2E Fire Repair Report date: 03/04/22 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). :❑Does Not ;table for values. 402.3.3, 402.5 I� ; ;❑Not Observable [FR2]1 { ; ;❑Not Applicable 0 I i 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 f are determined in accordance I❑Does Not :with the NFRC test procedure or ;❑Not Observable ;taken from the default table. I❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ;❑Complies ;Requirement will be met. [FR23]1 hnstalled per manufacturer's ❑Does Not v i instructions. ;[]Not Observable j❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 'or has infiltration rates per NFRC i ❑Not Observable 1400 that do not exceed code i ❑Not Applicable , I limits. ' 402.4.5 IC-rated recessed lighting fixtures ; I❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ;❑Does Not and labeled to indicate:52.0 cfm } leakage at 75 Pa. a❑Not Observable ❑Not Applicable 403.3.1 !Supply and return ducts in attics `❑Complies !Requirement will be met. [FR12]1 u {insulated >= R-8 where duct isI❑Does Not!> 3 inches in diameter and >_ I R-6 where < 3 inches. Supply and j❑Not Observable return ducts in other portions of ❑Not Applicable Ithe building insulated >= R-6 for i ;diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. ; 403.3.2 !Ducts, air handlers and filter j❑Complies ;Requirement will be met. [FR13]1 ;boxes are sealed with i❑Does Not joints/seams compliant with S ' U ;International Mechanical Code or i❑Not Observable i International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as I❑Complies ;Requirement will be met. [FR15]3. . ducts or plenums. 11❑Does Not J'❑Not Observable ( ;❑Not Applicable 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Exception: Requirement is [FR17]2 above 105°F or chilled fluids ;❑Does Not not applicable. below 55 °F are insulated to >_R- 1 ; '❑Not Observable ❑Not Applicable 403.4.1 I Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 (piping. ❑Does Not ' ❑Not Observable i I❑Not Applicable 403.5.3 {Hot water pipes are insulated to R- ; R- ;❑Complies :,Requirement will be met. [FR18]2 IzR-3. j ;❑Does Not COO ❑Not Observable '❑Not Applicable 403.6 Automatic or gravity dampers are '❑Complies ;Requirement will be met. [FR19]2installed on all outdoor air I❑Does Not intakes and exhausts. { ❑Not Observable i IE]Not Applicable 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Founders Village Unit 2E Fire Repair Report date: 03/04/22 Data filename: Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Founders Village Unit 2E Fire Repair Report date: 03/04/22 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled i❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ' I❑Not Observable 3❑Not Applicable 402.1.1, Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 I ❑ Steel ;❑ Steel ;❑Not Observable 06 ;❑Not Applicable 303.2, !,Floor insulation installed per ❑Complies :Requirement will be met. 402.2.8 !manufacturer's instructions and ❑Does Not [IN2]1 {in substantial contact with the ❑Not Observable underside of the subfloor, or floor, framing cavity insulation is in f iE]Not Applicable contact with the top side of 1 ;sheathing, or continuous ' :insulation is installed on the 1 underside of floor framing and I extends from the bottom to the ; top of all perimeter floor framing 1 j members. 402.1.1, ;Wall insulation R-value. If this is a, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, l mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;table for values. ❑Does Not 402.2.6 Iwall insulation on the wall 1❑ Mass ❑ Mass ;❑Not Observable [IN3]1 lexterior,the exterior insulation pP Q) !requirement applies (FR10). ;E] Steel l E] Steel l❑Not Applicable 303.2 Wall insulation is installed per j❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. 1 ?❑Does Not l } ;❑Not Observable ; l ; ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Founders Village Unit 2E Fire Repair Report date: 03/04/22 Data filename: Page 6 of 9 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, F] Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel 1❑ Steel 402.2.6 ; ❑Not Observable [Fl1]1 1 ;❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per i j❑Complies :Requirement will be met. 303.2 manufacturer's instructions. ; i❑Does Not [F12]1 ;Blown insulation marked every 300 ft2. t ❑Not Observable ; IE]Not Applicable 402.2.3 Vented attics with air permeable ; E❑Complies ;Requirement will be met. ( [FI22]2 insulation include baffle adjacent }❑Does Not to soffit and eave vents that P extends over insulation. ( ❑Not Observable ; I IE]Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation >_R-value of the UDoes Not adjacent assembly. ❑Not Observable ' ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [F[17]1 tach in Climate Zones 1-2, and ❑Does Not {<=3 ach in Climate Zones 3-8. ;❑Not Observable j❑Not Applicable 403.3.3 :Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total leakage measured with a j I❑Not Observable pressure differential of 0.1 inch ;❑Not 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 ;Requirement will be met. [F14]1 �cfm/100 ft2 across the system or 1 ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies I Requirement will be met. [FI24]1 :by manufacturer at<=2% of 1 ❑Does Not ;design airflow. i ;❑Not Observable j❑Not Applicable 403.1.1 Programmable thermostats ; 1❑Complies ;Requirement will be met. [F19]2 installed for control of primary i )❑Does Not heating and cooling systems and I . initially set by manufacturer to ' f❑Not Observable code specifications. y ❑Not Applicable ; 403.1.2 Heat pump thermostat installed {❑Complies :Exception: Requirement is [FI10]2 on heat pumps. i f❑Does Not :not applicable. I j❑Not Observable J❑Not Applicable 403.5.1 Circulating service hot water {❑Complies ;Requirement will be met. [FI11]2 systems have automatic or i '❑Does Not accessible manual controls. I ❑Not Observable j❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Founders Village Unit 2E Fire Repair Report date: 03/04/22 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All-mechanical ventilation system ' ❑Complies ;Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat i' ❑Complies ;Requirement will be met. [F126]2through one-.or two-pipe heating IE]Does Not systems have outdoor setback ' control to lower boiler water ❑Not Observable temperature based on outdoor I ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [F128]2 have a circulation pump°The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system' pumps start the pump with signal E for hot water demand within the k = occupancy. Controls automatically turn off the pump when water is in circulation loop , is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems F❑Complies ;Exception: Requirement is [F129]z comply with IEEE 515.1 or UL I❑Does Not not applicable. 515. Controls automatically ; adjust the energy input to the J❑Not Observable heat tracing to maintain the 1❑Not Applicable desired water temperature in the piping. , € 403.5.2 Demand recirculation water I '❑Complies ;Exception: Requirement is [F130]2 systems have controls thatf ❑Does Not ;not applicable. manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 1049F. ; 403.5.4 Drain water heat recovery units j❑Complies :,Exception: Requirement is [FI31]2 tested in accordance with CSA - E❑Does Not not applicable. B55.1. Potable water-side 4 pressure loss of drain water heat ( ❑Not Observable recovery units < 3 psi for ((( ❑Not Applicable individual units connected to one S ; or two showers. Potable water- side pressure loss of drain water i heat recovery units <'2 psi for ; individual units connected to three or more showers. ; 404.1 ;90%or more of permanent ;❑Complies !Requirement will be met. [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable j❑Not Applicable 404.1:1 " Fuel gas lighting systems have' !❑Complies :Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not J❑Not Observable j ;❑Not Applicable 401.3 Compliance certificate posted. '❑Complies ;Requirement will be met. [FI7]2 !❑Does Not 1❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact'(Tier 2) 3 Low Impact(Tier 3) Project Title: Founders Village Unit 2E Fire Repair Report date: 03/04/22 Data filename: Page 8 of 9 - r Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.]13 ;303.3. Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3. -mechanical and water heating { )❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2.1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Founders Village Unit 2E Fire Repair Report date: 03/04/22 Data filename: Page 9 of 9 �( 2018 IECC Energy j Efficiency Certificate Insulation Rating RPValue Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.31 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments i Km DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS(ADDENDUM TO DRAWING SET). GENERAL NOTES: 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL,LOCAL ZONING AND WIND SUBJECT TO DAMAGE FROM BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION WINTER AIR ANNUAL ICE BARRIER USE/ PRACTICE. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALLS OCCUPANCY SHEATHING MEAN SPECT SPEED EXPOSURE TOPOGRAPHIC WIND-BORNE HEIGHT HEIGHT RATIO FIRE AREA TYPE OF PERFORMED ON THIS PROJECT. (MPH) A�TAGORY EFFECTS DEBRIS ZONE HAZARDS LOAD LOAD SNOW WIND DESIGN LINE TEMP. INDEX TEMP REQUIRED SUCTIO LOAD CLASSIFICATION CONSTRUCTION 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES MUST BE LOAD REGION CATAGORY WR,,,'HERING DEPTH TERMITE DECAY MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE 29.1 psf 23'-3" 15'-4" FIRST FLOOR=5,950 SQ.FP.(N.C.) BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE 20 psf 140 B NO NO NO C SEVERE 36" TO HEAVY MODERATE 11 599 599 YES 40 psf 20 psf TOWNHOUSE NO NO NO TYPE V CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK FIRM MAPS INTERIOR ZONE=29.6 psf INTERIOR ZO E= 4.6 psf CHANGE CHANGE CHANGE EXCEPT FOR HIDDEN JOB CONDITIONS. 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE OF GOOD QUALITY,FREE GENERAL MECHANICAL NOTES FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE FINAL CERTIFICATE OF N 1. MECHANICAL(HEATING,VENTILATING,AIR CONDITIONING AND PLUM13ING CONTRACTuRS R310.2.5 REPLACEMENT WINDOWS."PLACEMENT WINDOWS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL INSTALLED IN BUILDINGS MEETING THE SCOPE OF THIS CODE OCCUPANCY. SHALL COORDINATE',ALL DUCTWORK,PIP[NG,AIR DISTRIBUTION DEVICES AND OTHER Q SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS,TECHNIQUES, z MECHANICAL AND PLUMBING WORK WITH OTHER BUILDING TRADES SUCH AS DELAYS. REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS ( MAXIMUM MEAN ROOF HEIGHT: 35') SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH ELECTRICAL,PLUMBING,AND BUILDING STRUCTURE TO AVOID CONFLICTS AND DELAYS."i'HF. DESIGN AND INSTALLATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH MCNYS.ALL OF SECTION R3L0.2.1,PROVIDED THAT THE REPLACEMENT GAS PIPING AND APPLIANCES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FGCNYS. WINDOW MEETS THE FOLLOWING CONDITIONS: THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE d WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE z 2. ALL DUCT CONNECTIONS TO ALL AIR MOVING EQUIPMENT SHALL BE MADE WITH ASBE"i OS 1.THE REPLACEMENT WINDOW IS THE MANUFACTURER'S • DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE 0 FREE FLEXIBLE CONNECTIONS WHICH COIAPLY WITH MCNYS 603.5 LARGEST STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH OPENING.THE SHUTTER ASSEMBLY „ \ ENGINEER. d 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE AND DESIGN AND'1'H� REPLACEMENT WINDOW IS OF THE SAME OPERATING STYLE N.T.S. I �• S.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS INSURANCE TYPE OF MECHANICAL SYSTEMS THAT WILL BE USED IN SUFFICIENT DETAIL AS REQUIRED BY AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES FOR FOR PANEL SPANS: COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.)AND GENERAL LIABILITY I � THE BUILDING DEPARTMENT. AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE 0<4'0 WIDE SPAN • I • IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE LIABILITY AND DAMAGE COVERAGE NOT a EXISTING WINDOW. 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I LESS THAN$2 MILLION. THE ENGINEER SHALL BE A NAMED INSURED ON ANY AND ALL POLICIES. 4. THE ROOM THERMOSTATS SHALL BE INSTALLED AT 56"A.F.F. (OVERLAP AROUND OPENINGS 4") I \ 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE 6. DRAWINGS APE NOT TO BE SCALED;DIMENSIONS TO GOVERN.PROJECT COORDINATOR SHALL BE 5. ALL INSULATION AND ACCESSORIES,EYCEPT AEROTUBE,SHALL COMPLY WITH ALL OF OCCUPANCY. ASSEMBLY: I NOTIFIED OF ANY DISCREPANCIES. REQUIREMENTS OF ASTM E-84,NFPA 225 AND UL 723 AND FLAME SPREAD RATING SHALL NOT ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ BE GREATER THAN 25 AND SMOKE DEVELOPED NOT TO EXCEED 50. #10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL •�, I I 7.SPECIAL CARESHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED PREMISES, R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM WOOD SCREW @ 16"O.C. Q EXISTING IMPROVEMENTS AND UTILITIES. vi FAN EFFICACY.MECHANICAL VENTILATION SYSTEM FANS ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I I • z 6.MECHANICAL AND PLUMBING CONTRACTORS SHALL APPLY FOR ALL REQUIRED PERMITS. SHALL MEET THE EFFICACY REQUIREMENTS OF TABLE R403.6.1 THEY SHALL PAY FOR ALL PERMIT FEES AND OTHER ASSOCIATED CHARGES. THE #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) -' I S. GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY ERECTING ALL CONTRACTORS SHALL ALSO PROVIDE ALL REQUIRED COST ESTIMATES TO LOCAL AUTHOIZITTF.S • REQUIRED BAI'<IZtCADES TO PERMIT SAFE PASSAGE DURING CONSTRUCTION. } MACHINE BOLT 12"O.C. � I Q tY � Fi R403.6 MECHANICAL VENTILATION(MANDATORY). @ i � v TO DETERMINE PER141T FEES,IF REQUIRED. THE BUILDING SHALL BE PROVIDED WITH VENTILATION \ �•,�-\ i • 9. NO MATERIh?.SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER AND 7.ALL RIGID ROUND DUCTWORK SHALL PE EXTERNALLY INSULATED WITH 1 1/2"THICK THAT MEETS THE REQUIREMENTS OF THE INTERNATIONAL ARCHITECT.SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL,IN WRITING EXTERNAL INSULATION.THE INSULATION SHALL BE JOHNS MANVILLE SERIES"R"MICROLITE RESIDENTIAL CODE OR INTERNATIONAL MECHANICAL � I TO THE ENGINEER AND ARCHITECT PRIOR TO COMMENCEMENT OF WORK. •�-` FIBERGLASS DUCT WRAP WITH KRAFT-SCRIM-FOIL VAPOR BARRIER JACKET. CODE,AS APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION.OUTDOOR AIR INTAKES AND 10.ALL MATERIALS ARE TO BE NEW AS SPECIFIED HEREIN. ANY USED FIXTURES OR USED MATERIALS 8.WHERE METAL DUCTS PASS THROUGH.ANY FIRE RATED ASSEMBLY,U.L.LISTED FIRE EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY ARE NOT ACCEPTABLE. DAMPERS SHALL BE PROPERLY INSTALLED. DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. I I 11.UPON COMPLI TING OF ALL WORK BY G.C.,AND OTHERS,GENERAL CONTRACTOR SHALL CLEAN 9.FLEXIBLE DUCTS.AND CONNECTORS SHALL NOT PASS THROUGH ANY WALL,FLOOR,CEILING I I ENTIRE AREA INCLUDING GLASS,MIRROR,INTERIOR AND EXTERIOR WINDOWS,FLOORING,CARPETING OR FIRE RATED ASSEMBLY. R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM I I�, I I,, AND ALL OTHER FINISHED SURFACES&PRESENTED AS NEW. z FAN EFFICACY.MECHANICAL VENTILATION SYSTEM FANS SHALL • I' ULTIPLE SECTION ASSEMBLY: � 10.FLEXIBLE DUCT 1;10'LIMIT)SHALL BE INSULATED TYPE AND RATED FOR 6 INCHES OF MEET THE EFFICACY REQUIREMENTS OF TABLE R403.6.1 I I 1/4" THICK 15OL76 m 2' OC 12.ALL WINDOWS TO BE CLEANED AND ANY PAINT OR RESIDUE ON THE GLASS TO BE REMOVED. POSITIVE, 1 1/4 INCHES OF NEGATIVE PRESSURE,AND 4000 FPM MAXIMUM VELOCITY AND SHALL COMPLY WITH ALL REQUIREMENTS OF CITY,UL-181,AND NFPA 90A AND 90B(CLASS 0 I I 13.ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN MATERIALS AND OR CLASS 1 LIST EDGLABLED). FLEXIBLE DUCT SHALL BE CERTAINTEED CERTAFLEX-25 OR COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE ADDITIONAL CONSIDERATION SHALL ttt APPROVED EQUAL THERMAFLEX,OR FLEXMASTER. I I I I I I BE BROUGHT TO THE ATTENTION OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO O 11.ALL INSULATION AND ACCESSORIES SHALL COMPLY WITH ALL REQUIREMENTS OF ASTM E-54, I I I I I I_•• I INSTALLATION. II I-' NFPA 225,AND UL 723 AND FLAME SPREAD RATING SHALL NOT BE GREATER THAN 25 ANT) I`I- I ,- 19 - I°I 14.ALL MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY. w I I II m SMOKE DEVELOPED NOT TO EXCEED 50. I I I I 15.REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE A CLEAN AND WELL KEPT 12.FIRE SEAL PENETRATIONS WHERE OCCURS AS REQUIRED BY CODE. SHUTTER ASSEMBLY I I I I I N,T,S, J-' I a=' I -' Id, ENVIRONMENT FOR THE STAFF. FOR PANEL SPANS: I I I I FOR SIGN-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. TABLE M7507.3.3(1) 4' OR WIDER SPAN I I I I I CONTINUOUS WHOLE-HOUSE MECH4NICAL VENTILATION SYSTEM AIRFLOW RATE RECUIREMEN I I I I I 16.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 EVIELLIIIGUNI7 NUMBER OFBEURCCMS (OVERLAP AROUND OPENINGS 4") FLOOR AREA 0-1 z-a 4-5 6-, I I 1 I I 17.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE (square feet) Airflow In CFM 2x4 STRONG CREOSOTED. -BAC<5 m 24" OC I I I I <1.500 30 45 6) 75 I - I I. 18.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH BEDROOM, 1,501 3,500 15 90 0: TABLE N 1102.4.1.1 (402.4.1.1) A66EMBLY: I I I ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. Scot-4,500 e0 75 75 90 90 l0 1). PREASSEMBLE PLYWOOD TO 2x4'5: " 10x3" (tu/ WASHERS) GALVINIZED OR I I 4,501-61000 75 99 105 120 AIR BARRIER AND INSULATION INSTALLATION STAINLESS STEEL WOOD SCREW m 12" O,C, I I 19.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED AS PER n(n1- 'yo) 90 it's r%c. 1;` 2), ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I - NEW YORK STA-- CODE. "10x3" lw/ WASHERS) GALVINIZED OR STAINLE55 STEEL ,Soo 105 12c 135 Iso U For S.: 1 fquarefeot=0.09'_9m2.L cubic foot permiante=o.ro0o;719m;/c. COMPONENT AIR BARRIER CRITERIA INSUATION INSTALLATION CRITERIA WOOD SGR£W • 1(020.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED AIR-TEMPERATURE O.C. OF 0 DEGREES F.AND 15 MPH WIND. (� ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 21.ALL ELECTRICTHE GENERAL A CONTINUOUS AIR BARRIER SHALL BE INSTALLED AIR PERMEABLE INSULATION SHALL NOT BE USED "ID TEE NUTS ATTACHED TO BLDG, w/ 010x1-1/2 C W/ WASHERS) AL WORK TE BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF N JOB. X REQUIREMENTS IN THE BUILDING ENVELOPE. AS A SEALING MATERIAL. MACHINE BOLT 'm 12" D,C. AND A N.Y.$.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. .4 22.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE SEWAGE DISPOSAL THE EXTERIOR THERMAL ENVELOPE CONTAINS SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS.RECONNECT TO EXISTING. CONTINUOUS AIR BARRIER. O 23.DO NOT SCATli DRAWINGS. USE FIGURE DIMENSIONS ONLY. O r\ BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 24.ALL WORK T';CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY r CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT THE INSULATION IN ANY DROPPED CEILING/SOFFIr CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE GLAZED AND ALL EXTERIOR UU to P SHALL BE ALIGNED WITH THE INSULATION AND ANY SHALL BE ALIGNED WITH THE AIR BARRIER DOORS TO HAVE INSULATED CORES. V GAPS IN THE AIR BARRIER SEALED. 25.THE INSULATII tN PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE CODE'S MIr.IIMUM 73 � O ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE STANDARDS. WALL DOORS TO UNCONDITIONED ATTIC SPACES CO X In SHALL BE SEALED. 26.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMIAIN THE W PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. i_ Cn z WALLS THE JUNCTION OF THE FOUNDATION AND CAVITIES WITHIN CORNERS AND HEADERS OF THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OP THE O (13 SILL PLATE SO HALL BE SEALED. FRAME WALLS SHALL BE INSULATED BY WINDOW PERFORMANCE DATA. COMPLETELY FILLING THE CAVITY WITH A ENGINEER. N THE JUNCTION OF THE TOP PLATE AND THE MATERIAL HAVING A THERMAL RESISTANCE 27.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE INSPECTIONS AND 0_ ALL WINDOWS BY WEATHER SHIELD U=.310,SHGC=.31,DP 30,LOW E SUN TOP OF EXTERIOR WALLS SHALL BE SEALED. RATING OF R-3 PER INCH MAXIMUM. J 1-1 m CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER,CONTRACTOR OR LOCAL BTJTLDING R 312.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENINGDEPARTMENT. KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. THE WINDOW FOR FRAMED WALLS SHALL BE INSTALLED IN OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE SUBSTANTIAL CONTACT AND CONTINUOUS CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, ALIGNMENT WITH THE AIR BARRIER. Uj SHALL NOT REDUCE THE MINUMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY WINDOWS, THE SPACE BETWEEN WINDOW/DOOR JAMBS AND SECTION R 310 SKYLIGHTS FRAMING,AND SKYLIGHTS AND FRAMING SHALL AND DOORS BE SEALED. CODE STATEMENT: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER RIM JOISTS SHALL BE INSULATED. FLOORS(INCLUDING THE AIR BARRIER SHALL BE INSTALLED AT ANY FLOOR FRAMING CAVITY INSULATION SHALL BE PROFESSIONAL JUDGMENT, THESE PLANS AND ABOVE GARAGE EXPOSED EDGE OF INSULATION. INSTALLED TO MAINTAIN PERMANENT CONTACT SPECIFICATIONS HAVE BEEN DRAWN IN ACCORDANCE AND CANTILEVERED WITH THE UNDERSIDE OF SUBFLOOR DECKING, WITH 2020 RESIDENTIAL CODE PUBLISHED BY NEW YORK STATE. FLOORS) OR FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP TO THE BEST OF MY KNOWLEDGE,BELIEF AND SIDE OF SHEATHING,OR CONTINUOUS INSULATIO PROFESSIONAL JUDGMENT, THESE PLANS AND INSTALLED ON THE UNDERSIDE OF FLOOR SPECIFICATIONS HAVE BEEN DRAWN IN ACCORDANCE FRAMING;AND EXTENDS FROM THE BOTTOM TO WITH THE ENERGY CODE(SEE RESCHECK INCLUDED) THE TOP OF ALL PERIMITER FLOOR FRAMING PROJECT: MEMBERS. CRAWL SPACE EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL WHERE PROVIDED INSTEAD OF FLOOR INSULATION, PROPOSED FIRE DAMAGE REPAIR TO: WALLS BE COVERED WITH A CLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED r Village 7 Unit 7� OVERLAPPING JOINTS TAPED. TO THE CRAWL SPACE WALLS. Founders lllage ToWnhomeS - V nit 2L•( SCOPE OF' SUBMITTAL: DESIGN CRITERIA: SHAF FS, DUCT SHAFTS,UTILITY PENETRATIONS,AND REPAIR OF FIRE DAMAGED CONDOMINIUM BUILDING IN ACCORDANCE JOB SITE LOC AT'TOY:TOWN OF SOOUTHOLD ENETRATIONS FLUE SHAFTS OPENING TO EXTERIOR OR 2555 Young's Avenue WITH APPENDIX J-RESIDENTIAL CODE OF NEW YORK STATE. BUILDING CODE:__020 NY STATE RESIDENTIAL CODE UNCONDITIONED SPACE SHALL BE SEALED. Southold NY BUILDING RISI,:NORMAL(RII) NARROW BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, UNIT 2E SUSTAINED PARTIAL STRUCTURAL DAMAGE TO THE LATERAL ROOF DEAD LOAN: CAVITIES OR NARROW CAVITIES SHALL BE FILLED BY FORCE RESISTING SYSTEM(ROOF SYSTEM)AND HAS BEEN SUPERIMPOSLO' 2.55 PSF INSULATION THAT ON INSTALLATION READILY EVALUATED BY JEFFREY T BUTLER,P.E.,P.C.IN ACCORDANCE WITH COLLATERAL: 5,00 PSF CONFORMS TOT HE AVAILABLE CAVITY SPACE. AJ 401. IT HAS BEEN DETERMINED THAT THE BUILDING CAN BE ROOF LIVE LOAD: 30.00 PSF NO REDUCTION GARAGE AIR SEALING SHALL BE PROVIDED BETWEEN THE REPAIRED TO ITS PREDAMAGED STATE AND WOULD COMPLY WITH THE SNOW: SEPARATION GARAGE AND CONDITIONED SPACES. PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE FOR GROUND SNOW LOAD: 20.00 PSF RECESSED RECESSED LIGHT FIXTURES INSTALLED IN THE LOAD COMBINATIONS THAT INCLUDE WIND OR EARTHQUAKE EFFECTS. SNOW LOAD I..P ORTANCE FACTOR: 1.00 LIGHTING BUILDING THERMAL ENVELOPE SHALL BE (� 17 MECHANICAL SYSTEM FEATURES: THE SCOPE OF STRUCTURAL REPAIR IS DELINEATED ON THE ROOF PLAN. SNOW EXPOSURE FACTOR: 1.00 SEALED TO THE DRYWALL. LC U THERMAL FACTOR: 1.00 HEATING:OIL HOT AIR DISTRIBUTION,92010 EFF THERE ARE(AND WERE)A TOTAL OF 5 UNITS WITHIN THE BUILDING. PLUMBING RECESSED LIGHT FIXTURES INSTALLED IN THE WATER HEATING:EXISTING HOT WATER,OIL 92%EFF,75 GAL n WIND: AND WIRING BUILDING THERMAL ENVELOPE SHALL BE AIR COOLING:AIR CONDITIONER,ELECTRIC, 14.5 SEER PAR 0 8 2022 ULTIMATE WIN L)SPEED: 140 MPH TIGHT AND IC RATED. G"DIA. DUCT LEAKAGE TO OUTSIDE 50.00 CFM25 COVER SHEET (HAZARDS.AT(OUNCIL.ORG,RISK CAT II, TYPE V WOOD FRAME ENERGY RECOVERY VENTALATOR: IOOCFM,23 WATTS Coordinates:41.04632,-72.25447) BATT INSULATION SHALL BE CUT NEATLY TO FU VtT,'0FSOIJTHOLQ CONSTRUCTION BASED PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING BUILDING DEPT. SOURCE:ASCF I IAZARD TOOL AROUND WIRING AND PLUMBING IN EXTERIOR ON SECTION 602 WALLS,OR INSULATION THAT ON INSTALLATION OF THE BCNYS ENERGY COMPLIANCE: CODE REVIEW: INTERNAL PRES°TJ1ZE COEF: 0.19/-0.19 READILY CONFORMS TO AVAILABLE SPACE REFER TO ERGY SHALL EXTEND BEHIND PIPING AND WIRING. AND PATH TO COMPLIANCE. METHOD BY OTHERS FOR COMPLIANCEMETHOD LOADS FOR CO's I PONENTS: REFLECTIVE OCCUPANCY CLASSIFICATION:R(TOWNHOUSE) CORNER AREAS:32.58 PSF/-35.22 PSF SHOWER/TLB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND RED PANTONE �� TYPE OF CONSTRUCTION:VB(NON-SPRINKLERED) OTHER AREAS:33.58 PSF/-33.65 PSF EXTERIOR WALL ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE TUBS SHALL BE INSULATED. (PMS#187) AIR SEALING NOTES: SEAL& SIGNATURE DATE: Friday,March 4, 2022 THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; ALLOWABLE HEIGHT=40 FEET THEM FROM THE SHOWERS AND TUBS. THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE Or PROJECT No: 220002 ALLOWABLE HEIGHT:2 STORIES ELECTRICAL/PHONE THE AIR BARRIER SHALL BE INSTALLED BEHIND REFLECTIVE WHITE 1/2" 1 4" WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS }- THERMAL CL1MATF ZONE: 4A BOX ON EXTERIOR ELECTRICAL OR COMMUNICATION BOXES OR AIR STROKE (CHECKLIST)OF THE 2015 TECC. �P T. 6 DRAWING BY: DC EXISTING HEIGHT:23'3"FEET(NO CHANGE) WALLS SEALED BOXES SHALL BE INSTALLED. EXISTING STORIES: 1 STORY(NO CHANGE) SIGN FOR WOOD FLOOR AND E CO `��` CHK BY: JTB EXISTING FLOOR AREA: =5,950 SQ.FT.(NO CHANGE) HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING N 1 COM (ETED)CERTIFICATE(MANDATORY).A PERMANENT SPAT CERTIFICATE SHALL BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE WOOD ROOFING FRAMING BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE r' rt►. DWG No: THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT C) %�' Uj Uj AJ401.8 FIRE AND LITE SAFETY PROTECTION.REPAIRS SHALL SUBFLOOR OR DRYWALL. (T1 , BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF FIRE R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) Z W A- 100 .00 CONCEALED WHEN REQUIRED TO BE SEALED,CONCEALED FIRE TRUSS IDENTIFICATION SIGN: AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC PROTECTION PROV[DEDPROTECTION SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIRLEAKAGE TESTING IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION O 0� � THAT IS RECOMMENDED BY THE MANUFACTURER, DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, ,p 4 !� CAULKING OR OTHER ADHESIVE SEALANTS SHALL SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND �OFES NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN SERVICE WATER HEATING EQUIPMENT. CARD FILE No: COVER PLATES AND WALLLS OR CEILINGS COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY 220002 1 Of 9 STRUCTURES WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED THE MANDATORY REQUIREMENTS OF THE ENERGY CODE.(k THE PREMATURE DEGRADATION A.IN ADDITION,INSPECTION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC 400. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION. OF ANY COMPONENTS OR FINISHES. CONT RIDGE VENT NEW ASPHALT ROOFING EXISTING ASPHALT ROOFING= -= —(MATCH EXISTING) _ 9 LI! I NEW SHUTTERS, MATCH EXISTING �II II a — 'rL SIpINGNEW VINrm rl lil —(MATCH EXISTING Hill 1H ' z I i N o UNIT 2E(FIRE DAMAGED TO BE REPAIRED I UNIT 2D NO WORK UNDER THIS PERMIT In I o PARTIAL FRONT ELEVATION lu CONT RIDGE VENT 12 0 LEA NEW ASPHALT ROOFING 9 (MATCH EXISTING) - - U NEW VINYL SIDING X —(MATCH EXISTING) i - APRON FLASHING ® a 3: - r NEW SHUTTERS, u MATCH EXISTING �_J d, 1177.1 LLU11 11=1 1] 011E 01 101O � cnz � - - - - �- p o IL SIDE ELEVATION � - CONT. RIDGE VENT -- — — - — — —NEW ASPHALT ROOFING — — —— — — —— — — —— _ — — (MATCH EXISTING) PROJECT: EXISTING ASPHALT ROOFING— - - - -- - -_ - - - - - PROPOSED FIRE DAMAGE REPAIR TO: -- -- - -- _- —- -- - - - - -- - 12 Founders Village Townhomes - Unit 2E - - - - - - �- 2555 You.ng's Avenue r- - — —— — — STEP FLASHING Southold, NY NEW VINYL SIDING MATCH EXISTING) I JELEVATIONS JEI'Ll G.— — - - — SEAL& S RE DATE: Friday,March 4,2022 PROJECT No: 220002 e(ij�O CDRAWING BY: DC c �3 CHK BY: JTB UNIT 2D (NO WORK UNDER THIS PERMIT) i UNIT 2E (FIRE DAMAGED TO BE REPAIRED) I DWG No: W 73493 A- 101 . 00 X ��C� PARTIAL REAR ELEVATION �OFEssIONP� CADD FILE No: 2 of 9 220002 .r REPLACE DAMAGED N z o_ I N z w wl EXISTING OIL I Q Q FIRED FURNACE Q in W TO BE REPLACED 'w X' EXISTING OIL 'X w I FIRED HWH TO--e Iw BE REPLACED , , EXISTING 2x10 F.J. m Vo" O.G. ' PROVIDE 5/8" F.C. G.W.B. 0 OVER FUNRACE PER CODE I - ' EXIST. CANT. F.J. w i �I I� ,EXISTING 2x10 F.J. 16" O.C. X `% W, ,w , --�- EXITING •-------• CELLAR U ' UNFINISHED •--- T---• EXISTING SLAB EXISTING= HEIGHT - 6'10" � x in l'1 z l7 _ cm L - - - - - Nom- If ac (X1 X' r XI i"IN AIL w X_ Iw lu ^ r - - - - - - - - - i3 0 o �9 w 90w z ' fu WI IW --1-- EKIS'INQ R IL PROVIDE NEW ___+___, XI TIN ul R-30 INSULATION ' ' DOWN t IN JOIST SAYS pl p i ' II ix EXISTING 2x10 F.J. 16 O.C. -- -- EXISTING I PROJECT: WATER ' PROPOSED FIRE DAMAGE REPAIR TO: (I SERVICE iFounders Village Townhomes - Unit 2E JI 2555 Young's Avenue ~ REPLACE DAMAGED EXISTING wl Southold, NY OIL TANKLF 93 , , , FOUNDATION PLAN � I UNIT 2E(FIRE DAMAGED TO BE REPAIRED) UNIT 2D NO WORK UNDER THIS PERMIT SEAL&SIGNATURE DATE: Friday,March 4, 2022 PROJECT No: 220002 Or DRAWING BY: DC CO�P� T> � CDHK BY: JTB EXISTING FOUNDATION FLAN — UNIT 2E * > WG No: SMOKE CETECTOR 2 -- W A- 102 . 00 INTERCONNECT PER CODE 0 CARBON MONOXIDE DETECTOR N�4 073493 z� ��\ A CADD FILE No: co ONE PER FLOOR �OFESSIONP� 220002 3 of 9 2 HOUR ASSEMBLY Wl 2 HOUR WALL ASSEMBLY W3 EXTERIOR WALL ZW4 BETWEEN ATTIC 8fi=,4CES 1 R x4 WOOD SCUD TWO LAYERS 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE RASE LAYER: 8/8 (18.9 MM) TOUGHROGK FIREGUARD X O 5/8 1 015,9 MM) 15/32 CDX SHEATHING DENSARMOR PLUS FIREGUARD GYPSUM PANELS APPLIED VERTICALLY OR R-15 INSULATION APPLIED PARALLEL OR AT RIGHT ANGLES t0 EACH SIDE OF EITHER 2x3 OR HORIZONTALLY USING 1-1/8" (48 MM) 6D COATED NAILS 6" 1152 MM) O,G. TYVEK HOUSEWRAP 2x4 WOOD STUDS, TURNED FLATWISE, 24" D,C, WITH 6d CEMENT COATED NAILS, TO EACH SIDE OF 2" X 4" WOOD STUDS 16" (406 MM) O,C, FACE LAYER: 5/8" VINYL SIDING 1 1/8" LONG, 0,0915" SHANK, 1/4" HEADS, 1" C.C. (NLB) (15,9 MM) TOUGHROCK 1/2" FIRE RATED GWB FIREGUARD X PRODUCTS OR 5/8" (15.9 MM) DENSARMOR PLUS FIREGUARD GYPSUM PANELS APPLIED VERTICALLY OR HORIZONTALLY TO STUDS OVER BASE LAYER WITH 2-3/8" (60 MM) 8D COATED NAILS 8" (203 MM) O.C. STAGGER JOINTS 16" (406 MM) O.C. EACH LAYER AND SIDE. SOUND TESTED WITH STUDS 16" (406 MM) O.C, AND WITH NAILS THICKNESS: 3 1/8" 12'0" 13'0" 4" FOR BASE LAYER SPACED 6" (152 MM) O.C. APPROX. WEIGHT: 1 PSF HOURLY RATING: 2 HOUR FIRE TEST REFERENCE: UL, 9-12-96, UL DESIGN U33B 8101. 4'0" 4'0" 9101. GA FILE NO.: WP 3640 1 VERIFY ALL OPENING R.O. A L 1 HOURLY RATING: 2-HOUR IN FIELD > FIRE TEST REFERENCE: UL U301, CUL U301 N z NEW 2850-2 DH o 1L ; 1 (2) 2X10 HDR, 0 REF -- O N 1 Q ---- --r--- -- ------------------- --- .NEW --N W ROOF TRUSSES (T-1) EXISTING z o EXISTING y _»w, KITCHEN '" PATIOcoo o[ q _ NEW INSULATION, GWB, FLOOR, TRIM, c \\ X o INETS 4 APPLIANCES N 'X N W j NEW 6'0"SLIDER w A i J 0 2X8 G.J. (FILL IN) �� 1 � 0 1 1 - � �j o oRAND o .------- o o W ® (2) 2X1 HDR. 3[Q , EXISTING FIREPLACE 3'0"I X I (GLEAN) B , � 1 1 1 NEW R-OF TRUSSES (T- ) -� R---1 ------------------- ----------- ------------------------------ ------ �, r1 EXISTING 1 cn I I o LIVING ROOM IW EXISTING o NEW IN ULATION, EXISTING BEDROOM �'2 1 DINING ROOM GWS, FL L R 4 TRIM IVING ROOM 1 (L 8'O" CLG, HGT, CLG. HGT, ��♦y', SLOPE I FI 4T AT 11'0" I LOPE UP 1 2ps� , 24' 8" d X 1 1 W EXIST. W O M ENTRY I (X o 3 WW CV o I W z ' INSULATE -15 CLO, r 1 I � - _�- 4'0" 2) 2X10 HD XI TIN AIL 1 m I CLO, G E CLO. ��G XI TI G o ; , O N DOWN ;, 1 0ca CLO. ® INSULATE R-15 , co EXIST. BATH ; I� N0 ® EXIST, BATH \ � N � 90 CFM J A EXISTING J ►- 36"VANITY ' EXIST. BATH I I BEDROOM 02 8'0s+�oWER 0 � 3 " CLG. HGT, B d ° ° NEW INSULATION, m L v \ / " ►� �7 GWB, FLOOR d TRIM� _ _ I (L - 36 VANI Y '° i -------- -- - ---° W3 0 oo A 6 Ul ' W -9'4" w SHPWER 1 N 1 O 1 1 � \, / CLO. EXIST. BAT 'S° SCK A NrW FIXTURES, Do NEW INSULATION, INSULATION, GWS, 90 CFM ,__' __ FLOOR 4 TRIM , 1 EXISTING PROJECT: � GWB, FLOOR E TRIM 1 1 Dew, KITCHEN z N PROPOSED FIRE DAMAGE REPAIR TO: EXISTING oo Founders Village Townhomes - Unit 2E MASTER BEDROOM N O O EXISTING 8'O" CLG. HGT. �•I•C"' a 42 BEDROOM «2 2555 Young's Avenue o Q 8'0" CLG. HGT, CLO. Southold, NY � 1 ♦,4TTIq ; CSS 1 ' � .♦ 1 1 ------ - ----------------------------- - ------ -�-�- ---- --- 1 1 i 1 � ♦ 1 1 1 2'0" 1 I 1 1 NEW 2850 DH NEW 26 CT IN NEW 2550 DH 1 i GABLE ABOVE ' D D FLOOR PLAN 1 1 4'0" TS" 4'0" C 1 15'9" ' SEAL&SIGNATURE DATE: Friday,March 4, 2022 �OF PROJECT No: 220002 I WALL LEGEND �P� r w DRAWING BY: DC UNIT 2E FIRE DAMAGED TO BE REPAIRED I UNIT 2D NO WORK UNDER THIS PERMIT SFR ' �� CHK BY: JTB UNIT I t EXISTING FIRE DAMAGED n - 1= DWG No: EXISTING �..001 "� . FLN {�1NI I 2 WALL t0 <3E REBUILT Z a` W UN 2 LIVING AREA _ 1201 eC �T ��a - �� A— 103 . 00 SMOKE DETECTORS EXISTING WALL TO REMAIN � INTERCONNECT PER CODE FSSI ONP CADD FILE No: 4 of 9 0 CARBON MONOXIDE DETECTOR EXISTING UNIT SEPARATION WALL I 717777= 220002 co ONE PER FLOOR 40 VTR AIR BRAKE, VENT SECTIONP3103: VENT TERMINALS 4 STANDPIPE PER P3103.1 VENT PIPES TERMINATING OUTDOORS. IRC 2706.1.2 (18 -42 ) VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS 3° P3103.1.1 THROUGH P3103.1.4. --------------- .3 ----- 3u ---- i "----- _______ i -� P3103.1.1 ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET 2Ti u ;Y- .3 211 2" 3": 2" THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE .2 NOT LESS THAN 6INCHES(150 MM)ABOVE THE ROOF OR 6INCHES(150 MM) • LAV LAV ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. SINK W'G' TUBS TUBS W•G• P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. SHOWER SHOWER WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE. 57PR OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, W W OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) REPLA E FIRE DAMAGED MAIN FLOOR ABOVE THE ROOF. fq ROOF RUSSES (BY OTHERS) 2 2° 2° 32" 2" 32° Zu P3103.1. D3ROOROOF WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF A New v2 GDX RODF SHEATHING IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR NEW 151 FELT n COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT NEW ASPHALT SHINGLES 3 OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE (MATCH EXISTING) ,__. FAI OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS THAN 2IINCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS P@OVIDE TGE HARRIER PER 411 SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW :905.1.2, TYPICAL ALL ACCUMULATION AND WIND ON T14E FUNCTION OF THE VENT.THE REPLACE FIRE DAMAGED PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF PROVIDE ICE BARRIER PER 12 C'�' ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA ' TO AN APPROVED OF THFOR E PIPE,AS CALVENT PIPE CULATED FROM THE INSIDE DIAMETER OF THE PIPE. PW �� , ROOF TRUSSES FSBY O R 12 8905.1.2, TYPICAL ALLTHE OUTDOORS THAT IS NOT LESS THAN THE AREA SANITARY SEPTIC SYSTEM SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT NEW i/2" CDX ROOF SHEATHING 2 O PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT NEW 15' FELT NEW ASPHALT SHINGLES 2'0" I PIPE OPENING. (MATCH EXISTING) DETAIL FOR IN, RUM ING RISER D1,4GRAM (NTS) P3103.1.4 SIDEWALL VENT TERMINAL. H1v STRAP CONNECTION VENT L TERMINATE NOT LESS THAN TERMINALS FEETEXTET3 148 MM)FROM DING THROUGH LOT LINE ANE WALL D NOT LESS THAN 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET — - - — — - - — (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. ' ' EXISTING HEADER TABLE P3201.7 VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OFA EXISTING UNIT SEPARATION SIZE OF TRAPS FOR PLUMBING' FIXTURES TERMALSHALL RE E ROT CTEDBYAMETHODTOVERHANG INCLUDES HA PR,EEVENTSBIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING Z WALL PROVIDE R-15 AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. NEW 2x4 STUDS NEW 2x4 STUDS TRAP SIZE MIN. „ INSULATION AND PLUMBING FIXTURE NEW 1/2" CDX NEW 1/2 CDX Awl (2) LAYERS 5/8" GWS (INCHES) P3103.2FROST CLOSURE. PLYWOOD SHEATHING L -WOOD SHEATHING - WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS (K C) BATHTUB(WITH OR WITHOUT SHOWER HEAD 11/2 0°F(-IR°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL vEW TYVEK HOUSEWRAP 0 AND/OR WHIRLPOOL ATTACHMENTS NEW TYVEIG HOUSEWRAP = EXISTING EXISTING EXISTING BE NOT LESS THAN3INCHES(76MM)INDIAMETER.ANYIN(CREASEINTHE NEW VINYL SID11�G NLw VINYL SIDING °O °0 SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 NIM)INSIDE (MATCH EXISTING) = KITCHEN (r1ATCH EXISTING) DINING ROOM LIVING ROOM BIDET 11/4 THE THERMAL ENVELOPE OF THE BUILDING. NFLJ R-15 INSULATION + R3 EXTERIOR NEw R-15 INSULATION ADJACENT UNIT CLOTHES WASHER STANDPTPE 2 THE JUNCTURE O E.3 FLASHTNGS AND HSVENT PIPE WITH THE ROOF LINE SHALL BE MADE NEW I/2 GWS WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS NEW I/2" GWB (NO WORKS AND SOFFITS SHALL BE MADE WEA'1'HER'1'1GHT BY CAULKING. EXISTING SUBFLOOR DISHWASHER(ON SEPARATE TRAP) 11/2 _ _ _ _ P3103.4 PROHIBITED USE. FLOOR DRAIN 2 A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A VENT TERMINAL. e• e• KITCHEN SINK(ONE OR AND FOOD W«TTH IS 1 1/2 P3103.5 LOCATION OF VENT TERMINAL. N EXISTING F.J. NEW R-30 INS LATION WITHOUT DISWASHER AND FOOD WASTE DISPOSER) AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE 1L : : LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, Q •L LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING b• b• b. b OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL (b BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS 11NJ � EXISTING CELLAR EXISTING COLUMN LAVATORY 11/4 IT IS NOT LESS TITAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING.. •• , , •• •• •� EXISTING CELLAR EXISTING SHOWER(BASED ON THE TOTAL FLOW RATE EXISTING FOUNDATION THROUGH SHOWERHE.ADS AND BODY SPRAYS) I -)UNDATIONFLOW RATE: t AND FOOTING `.i �•` AND FOOTING 5.7 GPM AND LESS lU 1 1/2 :� : • • MORE THAN 5.7 GPM UP TO 12.3 GPM 2 MORE THAN 12.3 GPM UP TO 25.8 GPM 3 ,1 EXISTING SLAB EXISTING SLAB .1 MORE THAN 25.8 GPM UP TO 55.6 GPM 4 • - • — - — ' — '• -_P.9 FOR SI:l INCH=25.4 mm.I FOOT=304.8 mm. •�t'�' FIXTURE P-TRAP CHART LAV.TRAPS = 1 1/2" ALL UTILITY SINKS =3" � j ALL SINK TRAPS =2" ALL W.C. =3" "' � I O — O _ ALL FLOOR TRAPS =3" ALL CLEAN OUTS =4" ON 4" LINE 3" ON 3" LINE FIXTURE ROUGH-IN SCHEDULE FIXTURE CW HW SAN VENT NOTES - WATER CLOSET 1" - 3" 2" 1,2 LAVATORY 1/2" 1/2" 1 1/2" 11/4" 1,2 .� TUB/SHOWER 1/2" 1/2" 11/2" 2" 1,2 x LL NOTES: 0_• = cY1 ro 1.SIZES INDICATED ARE MINIMUM. LARGER SIZES SPECIFICALLY INDICATEDC\ ON DRAWINGS SUPERSEDE MINIMUM SIZES INDICATED IN THIS SCHEDULE. O 2.TERMINATION STYLE AND SIZE FOR FIXTURE CONNECTIONS SHALL BE AS r R905.1.2 ICG BARRIERS: IlNDICATED BY FIXTURE MANUFACTURER. � � � r IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING m ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED `- ROLL ROOFING.SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES /� Q AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER X 4n THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A O D ('Q SELF-ADHERING POLYMER-MODIMEDBITUMEN SHEET SHALL BE USED M W IN PLACE OF NORMAL UDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN EXISTING F_OOF TRUSSES 24INCHES(6111mm)INSIDE THE EXTERIOR WALL LINE OFTHE BITILDING. NEW 1/2" CDX ROOF SHEATHING ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL O (y IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED NEW 150 FELT NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE NEW ASPHALT SHINGLES FROM THE EAVE EDGE OF THE BUILDING. N (MATCH EXISTING) EXCEPTION:DETACHED ACCESSORY STRUCTURES '^ NOT CONTAINING CONDITIONED FLOOR AREA. ,1 EXISTING TRUSS NEW 1/2" CDX ROOF SHEATHING NEW 15 r FELT PROVIDE ICE BARRIER PER NEW ASPHALT ROOF EXI TNG \1'' R505,1.2, TYPICAL ALL 2'0" 12 IN. EXI TNG �9 A IC n�_ — - - — — - - — SHINGLE RIDGE CAP —� RIDGE VENT UUL NEW R-49 INSULATION MATCH EXISTING NEW 1/2 GWH NEW R-49 INSULATION PROJECT: FASCIA AND TRIM EXHAUST AIR SHINGLES PROPOSED FIRE DAMAGE REPAIR TO: - _ —� PROVIDE CONT. - FELT PAPER ROOF VENTED SOFFIT SHEATHING (tYP.) Founders Village Townhomes - Unit 2E EXISTING 2x4 WALL = EXISTING 2x4 WALL EXIST, _ EXISTING EXISTING EX,STING EXISTING ;� 2555 Youngs Avenue EXISTING I/2 SHEATHING EkISTING 1/2 SHEATHING RAFTER Southold, NY STAIRS BATH BATH IIJ,I.C. MASTER BEDROOM NEW TYVEK HOUSEWRAP = NEW TYVEK HOUSEWRAP NEW VINYL SIDING NEW VINYL SIDING (MATCH EXISTING) _ (MATCH EXISTING) NEW R-15 INSULATION + R3 EXTE TOR EXISTING SUBFLOOR NEW R-15 INSULATION + R3 EXTE TOR NEW 1/2" GWS NEW I/2" GWB GRADE - — 45 EXISTING 2x1O F.J. 0 16" O.C. RIDGE REAM 4'L \11, a b• b NEw R-30 INSULATION b RIDGE VENT DETAIL EXIST INC, EXISTING CELLAR � EXISTING CELLAR FOUNDATION SECTIONS e, e� (UNFINISHED) e� AND FOOTING : b• b: 6- EXISTING SLAB EXISTING BLAH .� ----- ee — - - — — - - — CONTINUOUS AIR VENT RAFFLES FRAMING BAY ------ • • - - . - - . . . . -I. OWENS CORNING "RAFT-A-MATE" - TO BE INSTALLED SEAL&SIGNATURE DATE: Friday, March 4,2022 SO THAT AIR FLOW IS NOT RESTRICTED. PROJECT No: 220002 DO NOT COMPRESS INSULATION. 171 AOF DRAWING BY: DC /� � I /� Y SECTION C-C SECTION �—� �'�P��p.E�e ,p CHK BY: JTB �* �-)3 DWG No: C7 N A- 104 . 00 rt.y o EAVE E DETAIL SSICADD FILE No: 5 of 9 220002 12 12 0 ire 12'0FLUSH' 8" ' �, 2'0" 25' END 3" UH 1 ,ux 4 � OH C4 0 0 0 a 0 � x a W W z O T-2 —2 12 9 12 , -------------------- ------------------ ------------ --------------- ----------------- o i N 7 � 4, S„ 22,0" g- fn g 15, g„ g" W OH OR I OH ' ' O o f —� o p a x a x i ----------------------------------- ------------------------------------------------------------------- NOT NEEDED NOT NEEDED 7:12 7:12 pop , U O x d (L-2) w m 6 �a %Z J f m z Ci 0- U— PROJECT: U—PROJECT: � N PROPOSED FIRE DAMAGE REPAIR TO: Founders Village Townhomes - Unit 2E 2555 Young's Avenue Southold, NY -------------------------- , 9:12 9:12 TRUSS DRAWINGS ---------------------------------—------- - --------\- SEAL&SIGNATURE DATE: Friday,March 4, 2022 OF PROJECT No: 220002 T 6 DRAWING BY: DC CHK BY: JTB I DWG No: rn W UNIT 2E(FIRE DAMAGED TO BE RERUP E "pionD) UNIT 2D NO WORK UNDER THIS PERMIT �Q 0A- 105 .00 A ;"3 4 ROFEP� •TRUSS LAYOUT FLAN — Ur ! SSIONCADD FILE No:�T 2� CADD 6 of jw - TO BE REPLACED EXISTING TO REMAIN 7 z O N_} lU NOTE: ROOF TRUSSFS BY OTHERS tr ___,—TYPICAL ROOF: •———--—-——------—— ---------------- 2350 ASPHALT ROOF SHINGLES z 15" FELT 1/2" EXTERIOR PLYWOOD , i p '/•12 cn w E EXTENT OF FIRE RETARDENT O PLYWOOD SHEATHING (STAGGER SEAMS) QL , , w ------------------ - JTO/ N/ ----------------------------------------------------------------- EXTENT OF ROOF TRU65 REPLACEMENT7:12 7:12 NOTE: ROOF SHEATHING TO FsF 1/2" PLYWOOD ERI ) U ' NAILED WITH IOd NAILS, , ' 4" O.G. PERIMETER AND 6" ON CENTER- FIELD, X NOTE: JU )L- IL WEAvE IN NEW SHEATHING c<1 ON RUnF SO THAT n = m SEAi"IS ARE STAGGERED u- ✓� 0 o N NAILING REQUIREMENTS --� ---- FOR TYPICAL ROOF SHEATHING :n o ° o & ASPHALT SHINGLES o w � mz � FIELD PANEL EDGES ROOF SHINGLES ROOFING NOTES: 130 MPH ZONE O 0 1507.1.2 SCE BARRIERS. ZONE 1 8" O.C. 4" O.C. 6 FASTENERS Uj Q— cll 1N AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A BACKUP OF WATER, PER SHINGLE �Q AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL-SURFACED ROLL ff ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES,AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST ZONE 2 12" O.C. 6" O.C. 6 FASTENERS IL OF NOT LESS THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A SELF-ADHERING POLYMER MODIFIED PER SHINGLE ------ BiTUMEN SHEET SHALL BE USED iN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL I ''11 11 ROOF SURFACES TO A POiNT NOT LESS THAN 24 INCHES(610 MM)INSIDE THE EXTERIOR WALL LiNE OF THE BUILDING. �.r 6" O.C. 4" O.C. 6 FASTENERS lu , EXCEPTION:DETACHED ACCESSORY STRUCTURES THAT DO NOT CONTAIN CONDITIONED FLOOR AREA. PER SHINGLE 1507.2 ASPHALT SHINGLES. ZONE 4 6" O.C. 4" O.C. 6 FASTENERS N THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION. PER SHINGLE , 1507.2.1 DECK REQUIREMENTS. ALL 1/2"ETERIOR PLYWOOD WALL SHEATHING TO BE SECURED ASPHALT SHINGLES SHALL BE FASTENED TO SOLIDLY SHEATHED DECKS. WITH 1 Od COMMON NAILS , 1507.2.2 SLOPE. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE)OR GREATER.FOR ROOF SLOPES FROM TWO UNITS VERTICAL iN 12 UNiTS HORIZONTAL / (17-PERCENT SLOPE)UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(33-PERCENT SLOPE),DOUBLE UNDERLAYMENT APPLICATION iS REQUIRED iN ACCORDANCE WiTH SECTION 1507.2.8. i PROVIDE ICE PROTEC i•ON THAT CUNDERLAYMENT ONSISTS OF At LEAST 2 LAYERS R UNDERLAYMENT. PROJECT: UNDERLAYMENT'SHALL COMPLY WiTH SECTION 1507.1.1. ' OF UNDERLAYMENT CT7MENTED �I TOGETHER OR OF A SELF ADHESIVE 1507.2.4 ASPHALT SHINGLES. PROPOSED FIRE DAMAGE REPAIR TO: POLYMER MODIFIED BITUMEN SHEET ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3462. O\ SHALL BE USED AND IS TO EXTEND 1507.2.5 FASTENERS. ' FROM THE EAVES EDGE TO A POINT Founders Village Townhomes - Unit 2E FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, AT LEAST 24" INSIDE THE EXTERIOR MiNiMUM 12-GAGE[0.105 INCH(2,67 MM)]SHANK WITH A MINIMUM 3/8-INCH-DIAMETER(9.5 MM)HEAD,OF A LENGTH TO 2555 Young's Avenue WALL LINE PENETRATE THROUGH THE ROOFING MATERIALS AND NOT LESS THAN 3/4 INCH(19.1 MM)INTO THE ROOF SHEATHING. SHEATHING.ROOF OF S E ATIN LL COMPLY WITH ASTM F1667.MM)THICK,THE NAILS SHALL PENETRATE THROUGH THE Southold, NY , 1507.2.6 ATTACHMENT. ASPHALT SHINGLES SHALL HAVE THE MiNiMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER,BUT NOT LESS THAN FOUR FASTENERS PER STRiP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE ROOF SLOPE EXCEEDS 21 UNITS VERTICAL iN 12 UNiTS HORIZONTAL(21:12),SHINGLES SHALL BE IN3T•ALLED AS REQUIRED BY THE MANUFACTURER. , 1507.2.7 ICE BARRIER. , WHERE REQUIRED,ICE BARRIERS SHALL COMPLY WTTH SECTION 1507.1.2. i ;-----------; 1507.2.8 FLASHINGS. ' FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION.FLASHING SHALL BE APPLIED IN ACCORDANCE , --------------- -- --- ---- ' ' WITH THIS SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S PRINTED INSTRUCTIONS. 1507.2.8.1 BASE AND CAP FLASHING. IROOFPLAN! 9:12 9:12 , ' ' BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH(0.483 MM)THICKNESS -- --- , � OR MINERAL-SURFACED ROLL ROOFING WEIGHING NOT LESS THAN 77 POUNDS PER 100 SQUARE FEET(3.76 KG/M2). CAP FLASHING SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH(0.483 MAI)THICKNESS. - ` 1507.2.8.2 VALLEYS. ------------------------------------------ --- --------- , VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS BEFORE APPLYING ' SHINGLES,VALLEY LiNiNGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: `---------------------------- 1.FOR OPEN VALLEYS(VALLEY LINING EXPOSED)LINED WITH METAL,THE VALLEY LINING SHALL BE NOT LESS THAN SEAL&SIGNATURE DATE: Friday, March 4, 2022 24 INCHES(610 MM)WIDE AND OF ANY OF THE CORROSION-RESISTANT METALS iN TABLE 1507.2.8.2. PROJECT No: 220002 2.FOR OPEN VALLEYS,VALLEY LiNiNG OF TWO PLiES OF MINERAL-SURFACED ROLL ROOFING COMPLYING WiTH ASTM �Q In.� DRAWING BY: DC D3909 OR ASTM D6380 SHALL BE PERMITTED.THE BOTTOM LAYER SHALL BE 18 INCHES(457 MM)AND THE TOP LAYER NOT LESS THAN 36 INCHES(914 MM)WIDE. c' Y T. G CHK BY: JTB ' 3.FOR CLOSED VALLEYS(VALLEYS COVERED WITH SHINGLES),VALLEY LINING OF ONE PLY OF SMOOTH ROLL * �j� �� DWG No: ROOFING COMPLYING WiTH ASTM D6380,AND NOT LESS THAN 36 INCHES(914 MM)WIDE OR TYPES AS DESCRIBED iN ITEM 1 OR 2 ABOVE SHALL BE PERMITTED.SELF-ADHERING POLYMER MODIFIED BITUMEN UNDERLAYMENT BEARING A LABEL INDICATING COMPLIANCE WITH ASTM DI 970 SHALL BE PERMITTED iN LIEU OF THE LiNiNG MATERIAL Ii1 W ' UNIT 2E FIRE DAMAGED TO 131; Rlil'AIRED ' UNIT 2D NO WORK UNDER THIS PERMIT) A- 106 . 00 1507.2.8.3 DRIP EDGE. N A DRIP EDGE SHALL BE PROVIDED AT EAVES AND RAKE EDGES OF SHINGLE ROOFS.ADJACENT SEGMENTS OF THE ROOF O _ DRIP EDGE SHALL C LAPPED NOT LESS THAN 2 SHALES(5]MM).THE ESSTTHANLEG OF DRiP EDGES SHALL BE NOT ,p 4LESS THAN 1-1/2 IN3 FLAN I T E THE DRIP EDGE SHALL EXTEND BACK ON THE ROOF NOT L(38 MM)IN WIDTH AND SHALL E SHESDTHAON 2 INCHES 511/Mn.UNDERLAYMEN SI ALL BINCH(6.4 M )BELOW E R ESS101A CARD FILE No: '7 of 9 220002 INSTALLED OVER DRIP EDGES ALONG EAVES.DRIP EDGES SHALL BE INSTALLED OVER UNDERLAYMENT ALONG RAKE EDGES.DRiP EDGES SHALL BE MECHANICALLY FASTENED AT INTERVALS NOT GREATER THAN 12 INCHES (305 MM)ON CENTER. R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.11 FIREBLOCKING. R302.13 FIRE PROTECTION OF FLOORS. WALL AND CEILING FINISHES. IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO FLAME SPREAD AND SMOKE-DEVPLOPED INDICES FOR WALL AND CEILING CUT OFF BOTH VERTICAL.'.ND HORIZONTAL CONCEALED DRAFT OPENINGS BE FIRE-RESISTANCE RATED,SIIALL BE PROVIDED WITH A 1/2-INCH(12.7 MM) CEMENT BACKER BOARD INISHES SHALL BE 1N ACCORDANCE WITH SECTIONS R302.9,1 THROUGH R302.9.4. AND TO FORM AN EFFECTIVE 171RF BARRIER BETWEEN STORIES,AND BETWEEN GYPSUM WALLBOARD MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL TUB SURROUND FINISH A TOP STORY AND THE ROO" ;PACE. PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR 8302.9.1 FLAME SPREAD INDEX. FIREBLOCKING SHALL BE PnOViDED IN WOOD-FRAMED CONSTRUCTION IN THE FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS,VENTS, TUB UNIT WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT FOLLOWING LOCATIONS: ELECTRICAL OUTLETS,LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS, TUB SURROUND REATER THAN 200. 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT FURRED SPACES AND PARA!1 EL ROWS OF STUDS OR STAGGERED STUDS,AS PERMITTED. (BEYOND) APPLY TO TRiM DEFINED AS PICTURE MOLDS,CHAiR RAiLS,BASEBOARDS AND FOLLOWS: EXCEPTIONS: CONTINUOUS JA HANDRAILS;TO DOORS AND WiNDOWS OR THEiR FRAMES;OR TO MATERIALS 1.1.VERTICALLY AT THE ClAi.ING AND FLOOR LEVELS. 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN SEALANT THAT ARE LESS THAN 1128 iNCH(0.91 MM)IN THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WiTH SECTION P2904,NFPA SURFACE OF WALLS OR CEILINGS iF THESE MATERIALS EXHIBIT FLAME SPREAD 1.2.HORIZONTALLY AT INTER VALS NOT EXCEEDING 10 FEET(3048 MM). 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. PROVIDE BLO INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT STUD CAVITY CEMENTED TO A NONCOMBUSTIBLE BACKING. 2.AT INTERCONNECTIONS 1,ETWEEN CONCEALED VERTICAL AND HORIZONTAL INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR AT EXTERIOR SPACES SUCH AS OCCUR AT Sl IFFITS,DROP CEILINGS AND COVE CEILINGS. ELECTRIC-POWERED HEATING APPLIANCES. INSULATED EX R302.92 SMOKE-DEVELOPED INDEX. 3.iN CONCEALED SPACES P ETM EN STAiR STRINGERS AT THE TOP AND 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE STUD WALL WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF BOTTOM OF THE RUN.ENCI(j,till SPACES UNDER STAIRS SHALL COMPLY WiTH UNPROTECTED WHERE COMPLYING WiTH THE FOLLOWING: THIN-PROFILENOT GREATER THAN 450. SECTION R302.7. 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT SHEATHING4.AT OPENINGS AROUND VFNTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY.R302.9.3 TESTING. AND FLOOR LEVEL,WITH ANAPPROVED MATERIAL TO RESIST THE FREE 32.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED CONTINUOUS TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING ALONG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE SEALANT THiS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. CEILING DRYWALL TAPED R302.9.4 ALTERNATIVE TEST METHOD. REQUIREMENTS. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL TO WALL DRYWALL AS AN.ALTERNATIVE TO HAVING A FLAME SPREAD TNDEX DF NOT GREATER S.FOR THE FiREBLOCKiNG OF CHIMNEYS AND FIREPLACES,SEE SECTION COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-TNCH BY l0-TNCH EXPANDING FOAM THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREA"ER THAN 450 R1003.19. (50.8 MM BY 254 MM)NOMINAL DIMENSION.OR OTHER APPROVED FLOOR WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723,WALL AND 6.FIREBLOCKING OF CORN1rE.S OF A TWO-FAMILY DWELLING IS REQUIRED AT ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. `► WOOD FRAME DRYWALL CAULKED, GLUED CEILING FINISHES SHALL BE PERMITTED TO BE TESTED iN ACCORDANCE THE LiNE OF DWELLING UNIT SEP;,RATION. FLOOR ASSEMBLY� OR GASKETED TO TOP PLATE WITH NFPA 286.MATERIALS TESTED 1N ACCORDANCE WITH NFPA 286 SHALL 8302.14 COMBUSTIBLE INSULATION CLEARANCE. MEET THE FOLLOWING CRITERIA: R302.1 1.1 FIRE13LOCKING V',TERTALS. COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES DRYWALL CAULKED, GLUED THE INTERIOR FiNISH SHALL COMPLY WiTH THE FOLLOWING: EXCEPT AS PROVIDED IN Sl'i'T„N R302.1 1,ITEM 4,FiREBLOCKING SHALL (76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER HEAT- OR GASKETED TO BOTTOM PLATE 1.DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT SPREAD TO THE CEILING. CONSIST OF THE FOLLOWIN(,MATERIALS: PRODUCING DEVICES. 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMTY OF THE SAMPLE 1.TWO-INCH(51 MM)NOM I NAT i UMBER. EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LiSTED FOR LESSER CONTINUOUS BEAD OF NOTE: AT TUB/SHOWER ON ANY WALL OR CEILING. 2.TWO THICKNESSES OF 1-IN,r1(25.4 MM)NOMINAL LUMBER WITH BROKEN CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH 3THE LISTING SEALANT LOCATIONS PROVIDE 3.FLASHOVER,AS DEFINED iN NFPA 286,SHALL NOT OCCUR. LAP JOINTS. REQUIREMENTS SHALL BE SEPARATED iN ACCORDANCE WITH THE FULL HEIGHT CWB PRIOR BOTTOM PLATE CAULKED 4,THE PEAK HEAT RELEASE RATE THROUGHOUT THE TESTSHALL NOT EXCEED 3.ONE THICKNESS OF 23/3''-INCH(18.3 MM)WOOD STRUCTURAL PANELS WiTH CONDITIONS STIPULATED iN THE LISTING. TO INSTALLING TUB ON OR GASKETED TO SUBFLOOR 800 KW. JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE //�� I I /� OUTSIDE WALL AIR SEAL 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED 4.ONE THICKNESS OF 3/4-INCI I 19.1 MM)PARTICLEBOARD WTTH JOTNTS BACKED SHALL MEET THE REQUIREMENTS OF SECTION N 1 102.4.5 OF THiS CODE. AIR SEALING BEHIND AT TUB PER DETAIL, THEN 1,000 M2. BY 3/4-INCH 19.1 MM)PARTiCLEBOARD. 5.ONE-HALF-INCH(12.7 MNI)G�1 SUM BOARD. INSTALL UNIT, xD SUBFLOOR GLUED, CAULKED OR R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. 6.ONE-QUARTER-INCH(6.4 M:.I CEMENT-EASED MiLLBOARD. z FLAME SPREAD AND SMOKE-DEViELOPED INDEX FOR INSULATION SHALL BE iN 7.BAT7S OR BLANKETS OF hll NERAL WOOL OR GLASS FiBER OR OTHERO GASKETED 70 RIM JOIST/RIM CLOSURE N ACCORDANCE WiTH SECTIONS R302.10.1 THROUGH 8302,10.5. APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY W RETAINED IN PLACE. RIM JOIST/RIM CLOSURE CAULKED R302.10.1 INSULATION. 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH NOTES: OR GASKETED TO TOP PLATE INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ASTM E119 OR UL 263,FOR TILE SPECIFIC APPLICATION. UUCUL System N0. F-C-1059 ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS INTERIOR CONDITIONED SHALL COMPLY WiTH THE REQUTREMENTS OF THIS SECTICN.THEY SHALL R302.11.1.1 BATTS OR BLANKETS OF MiNERAL OR GLASS FiBER. F Ratings=1 and 2 Hr 1.All penetrations through rated walls, including but not limited to SPACE DRYWALL CAULKED, GLUED EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED T Ratings =0 and 112 Hr Boiler Roo s, Mechanical Equipment Rooms and Rated Shafts, shall OR GASKETED TO TOP PLATE DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED INACCORDANCE NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 3 D ) CONTINUOUS BEA WITH ASTM E94 OR UL 723.INSULATING MATERIALS,WHERE TESTED IN 10-FOOT(3048 MM)HORI7ON'tAL FIREBLOCKING IN WALLS CONSTRUCTED )!�a be fire sto pedperdetailssheetsincludedinthisdrawingset. Refer ROOM ABOVE GARAGE ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE USING PARALLEL ROWS OF STL JS OR STAGGERED STUDS. A / to Architectural drawings for all wall ratings. Detail sheets show only OF SEALANt FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPDR PERMEABLE a few common applications however,the do not show all MEMBRANES AND SiMiLAR COVERINGS. R302.11.1.2 UNFACED FIBE OT ASS. pp y ow WOOD FLOOR TRUSS EXCEPTIONS: UNFACED FIBERGLASS BA Tf INSULATTON USED AS FTREBLOCKTNG SHALL FiLL applications. Contractor must use only firestop products that have ASSEMBLY DRYWALL CAULKED, GLUED (.WHERE SUCH MATERIALS ARE LVSTALLED IN CONCEALED SPACES,THE THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS been UL 1479 or ASTM E 814 tested for specific fire-rated FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT THAN 16 INCHES(406 MM :MEASURED VERTICALLY.WHERE PIPING,CONDUIT CAVITY INSULATION CAVITY INSULATION OR GASKETED TO BOTTOM PLATE W APPLY TO THE FACINGS,PROViDEID THAT THE FACING iS INSTALLED IN OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE TNSULATTON SHALL BE construction conditions conforming to construction assembly type, „ SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, PACKED TIGHTLY AR017NDT, FOBSTRUCTION. penetratingitem type,annular space requirements, and fire-rating 1 RIGID INSULATION FLOOR OR WALL FINISH, involved for each separate instance. eOTTOM PLATE CAULKED N 2.CELLULOSE FiBER LOOSE-FILL iNISULATTON THAT iS NOT SPRAY APPLIED R302.11.1.3 LOOSE-PILL iNS(TIA.TION MATERIAL. 2 2. Details s own are typical details. If field conditions do not match OR GASKETED TO SUBFLOOR AND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10.3 SHALL LOOSE-FILL INSULATION MAT::RIAL SHALL NOT BE USED AS A FIREBLOCK NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BUT UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR A requirements of typical details, approved alternate details shall be CONTINUOUS BEAD SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE USE TO DEMONSTRATE ITS AP,ILrrY TO REMAIN IN PLACE AND TO RETARD / utilized. Feld conditions and dimensions need to be verified for OF SEALANT w THAN 450 WHERE TESTED iN ACCORDANCE WiTH CAN/ULC S 102.2. THE SPREAD OF FiRE AND HOT GASES. (Z compliancy With the details, including but not limited to the INTERIOR CONDITIIOANED 5/8° TYPE X SUBFLOpR GLUED, CAULKED OR 3.FOAM PLASTIC INSULATION SHALL COMPLY WiTH SECTION 8316. `�JJ B� R302.11.2 FIREBLOCKING INTEGRITY. f. OWin OiIGASKETED TO RIM JOIST/RIM CLOSURE g R302.10.2 LOOSE-FiLL INSULATiON. THE INTEGRITY OFFiREBLOCT SHALL BE MAINTAINED. SECTION A-A *Minimum and maximum Width of Joints INSULATED DEMISING WALL GARAGE LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE 1. Floor-Ceiling Assembly - The I or 2 hr fire-rated solid or trussed lumber joist floor-ceirinq assembly shun be *Type arid thickness of fire-rated construction. The minimum (UNCONDITIONED SPACE) RIM JOIST/RIM CLOSURE CAULKED ASTM E84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS R302.12 DRAFTSTOPPING. constructed of the materials and in the manner specified in the individual 1-5=00 Series Floor-Ceiling Designs in the UL OR GASKETED TO TOP PLATE SHALL COMPLY WiTH THE FLAME SPREAD AND SMOKE-DEVELOPED LiMiTS OF iN COMBUSTIBLE CONSTRUCTION WHERE THERE iS USABLE SPACE BOTH Fire ResiOonce Directory. The r Rating of the firestop system is equal to the rat�q of the flexr-ceiling cnd wall assembly rating of the firestop assembly shall meet or exceed the SECTION R302.10.1 WHERE TESTED 1N ACCORDANCE WITH CAN/ULC 5102.2. ABOVE AND BELOW THE CONCi.ALED SPACE OF A FLOOR-CEILING ASSEMBLY, assemblies. The general construction features of the f ioor-ceiling a=_=_embly are summorrzed bel,w: highest rating of the adjacent construction, o a A Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywocd or Floor Topping Mixture as EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE DRAFTSTOPS SHALL BE iNSTALi SO THAT THE AREA OF THE CONCEALED specified in the individual Floor-Ceiling Design. Max diam of opening shad be 7-5/8 in. 3. If alternate details matching the field conditions are not available, Q SILL PLATE INSTALLED OVER SILL GASKET REQUIRED TO BE TESTED IN ACCORDANCE WITH CANIULC 5102.2,PROVIDED SPACE DOES NOT EXCEED l,ul., SQUARE FEET(92.9 M2).DRAFTSTOPPING SHALL 8, Wood Joists - Nam 10 in dee <o -r lumber, steel or cot7bin0on lumber and steel sts, trusses or p bridging d--p-) i^' manu act rer'sen engineering drawin sareacce table. AIR BARRIER AT GARAGE BAND JOIST THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS DIVIDE THE CONCEALED SP:1('F.INTO APPROXIMATELY EQUAL AREAS.WHERE Structural wood Members with bridging os required and with ends firastopped. f g g g p e D o R302.10.1 AND R302.10.3. THE ASSEMBLY IS ENCLOSI'u I')'A FLOOR MEMBRANE ABOVE AND A CEILING C. Gypsum Board - Thickness, type, number of layers and fasteners sholl be as specified in the individual Drawings half fallow the International Firestop Council(IFC) ° MEMBRANE BELOW,DRAFTSTOPP1NG SHALL BE PROVIDED IN FLOOR-CEILING Floor-Ceiling Design, Diom of opening sho'1 be 1 in. larger thon the outside diam of pipe (Item 2). Guidelines or Evaluating Firestop Systems Engineering JudgmentsaQ d Q 0 NOTE: SHADED COMPONENTS DESIGNATE R302.10.3 CELLULOSIC FiBER LOOSE-FILL INSULATION. ASSEMBLIES UNDER THE F0I.LOWING CIRCUMSTANCES: D, Furring Channels - (Not Shawn) (As required) Resil:Pnt galvgnized steel furring .ng installed in accordance with th^ AIR BARRIER SYSTEM CELLULOSIC FiBER LOOSE-FTLL INSULATION SHALL COMPLY WiTH CPSC 16 CFR, I.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. manner specified in the individual 1.540 Series Designs in the Fire Fesistonoe Oirectnry. 4. Referent s: PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL 2.FLOOR FRAMING IS CONSTJ' Ur'TED OF TRUSS-TYPE OPEN-WEB OR 1.1 Chase Wal! - (Not Shown, Optional) - The through penetrants (Item 2) may ba routed th-ough a 1 or 2 hr firerated * D D BE CLEARLY LABELED TN ACCORDANCE WiTH CPSC 16 CFP,PARTS 1209 AND PERFORATED MEMBERS. single, double or staggered wood stud/gypsum wallboard chase wall having a fire rating consistent with that of the 2x13 U derwriter rs Laboratories Fire Resistance Directory, Volume 1404. floor-ceiling assembly. The chose wall shall be constructed of the materials and in the monner specified in the 2 individual U300 Series Woll and Partition Designs in the UL Fire Resistance Directory and shall include the following *NFPA 1 1 Life Safety Code 8302.12.1 MATERIALS. construction features: R302.10.4 EXPOSED ATTiC INSULATION. DR,AFTSTOPPiNG MATERIALS SHALL BE NOT LESS THAN 1/2-INCH(12.7 MM) A Studs - Nom 2 by 8 1n. lumber or double nom 2 by 6 tn, lumber studs. *All gov rning local and regional building codes I I*I DETAILS ( 1� EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE GYPSUM BOARD,3/8-INCH(9.5 MAI)WOOD STRUCTURAL PANELS OR OTHER 8, Sole Plate - Nom 2 by 8 In, lumber or parallel 2 by 6 in, lumber plates, tightly butted. 5. Firesto re �✓ A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL C. Top Flat. - The da the tap p6zte shall tansst et two nc,m 2 by E m. Ium1 Fr plot?r ar two sear of rosin 2 ty p Y stem installation must meet requirements o f ASTM E-814 ' `4 CENTIMETER. $E INSTALLED PARALLEL 1'O THE FLOOR FRAMING MEMBERS UNLESS 5 in. lumber plcles tightly butted. Max dicm of opening is 7-5/8 in. (UL 14 79) ested assemblies that provide afire rating equal to that of INSTALL 1" RIGID INSULATION D Gypsum Board - Thickness, type, number or layers and fasteners shall ti, as specified in individanl Wnit and OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE constructi n being penetrated. CUT TO FIT BETWEEN THE Partition Designs. g p X R302.10.5 TESTING. DRAFTSTOPS SHALL BE MAINT l INED. 2. Through Penetrants - One rnetalhe tubing, pipe or conduit to be installed concentrically or eccentrically w�thin the 6. All rated hrough-penetrations shall be prominently labeled with the RAFTERS. FOAM SEAL BOTH X TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE iN ACCORDANCE WiTH firestop system. Annular space between pipe or conduit and edge of opening to be min 1/4 in, and max 3/4 in Pipe. SIDES ALONG RAFTER WITH ; ASTM E970. tubing or conduit to be rigidly supported on tot!h sides of floor-cOirg assembly. The foll.wing types and sizes of following/ formation: ,, LL. . meiollic pipes, tubing or conduit may be used� *ATTEN ION:Fire Rated Assembly EXPANDING FOAM SEALANT � Nom,X Steel Pipe - No6 in. diam (or smaller) Schedule 40 (or heavier) steel pipe. MAINTAIN EQUAL VENT SPACE , In 8. Iron Pipe - Nom *6 in. diam (or smatter) cost or ductile pipe_ UL Sy5t m# ')F AIRSPACE, EXTEND ABOVE R-11 W O C. Conduit - fJom 4 in. diam (or smaller)-steel electrical metathc tubing or norn 6 in. diam (or smo'ler) steel *Produc (s)used FOR LENGTH OF RIGID INSULATION conduit. (� EXTERIOR WALL STRAPPING 4 ANCHORING SCHEDULE D. Steel flexible Metal Conduit - floor 2 in. diom (or smaller) steel flexible metol conduit. *Hourly ating(F-Rating) O r 3. Fill, Void or Cavity Material -Sealant - Min 5/8 in- or 1-1/4 in. thickness of sealant applied within annular space, *Installation Date n R-i1 INSULATION (ENCAPSULATED, 3 INCH) 7i.- r AREA HOLODOWN USED / LENGTH NUMBER OF CAPACITY OF NOTES flush with the bottom surface of sum wallboard or lower to late for 1 and 2 hr f;ocrs respectively. Min. 3 4 in. INSTALL I RIGID {'"�- '1' _ (V 9fP P p / INSULATION VERTICALLY TO COUNTER DIRECTION J-F-F N t- NAiLS HOLDDOWNS thickness of sealant applied within annular apace, bush wiln top surface of floor. CONNECT INSULATING d` , FIRESTOP OF METAL CONDUIT THROUGH SHEATHING TO RIGID - In TRUSS TO PLATE SIMPSON H-10 ANCHOR 5-86 TO TRUSS 1010 LB PER EVERY TRUSS INSULATION BAFFLE. \S) 5-Sit TO PLATES CONNECTION WOOD FLOOR/CEILING RATED DETAIL FOAM SEAL BOTH R-38 INSULATION (12 INCH) IN RAYS CoX , JOINTS -1 O � SILL/TOP PLATE EXISTING N.T.S. TO STUD STUD TO STUD EXISTING ,r- � O CONTINUOUS BEAD OF SEALANT W a- td1 SILL PLATE TO E>;15TING 0 FOUNDATION ff EXTERIOR INSULATED WALL 1_ FOUNDATION DOUBLE E>:ISTING U_ WALL STUD (SHEAR) LU T CORNERS NOTES: ATTIC EAVE BAFFLE AND VENT ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE 2015 IBC NAILING OVER STRUCTURAL WOOD PANEL SHEATHING 15 ACCEPTABLE AS LONG AS '11N. NAIL PENETRATION INTO FRAMING IS ACHIEVED. INSTALL THROUGH FIRST FLOOR SHOE, LOADS USED IN CAL.GULATIONS BELOW ROOF: GROUND SNOW LOAD = 20 PSF PROJECT: DEFLECTION = L/360 SNOW LOAD CONVERSION - 21 PSF PROPOSED FIRE DAMAGE REPAIR TO: ROOF DEAD LOAD = 10 PSF TOTAL LOAD = 46 PSF Founders Village Townhomes - Unit 2E CEILING: TOP PLATES DEFLECTION = 1./360 2555 Youngs Avenue DEAD LOAD = 15 PSF TOP PLATES Southold, NY FIRST AND SECOND FLOOR:: DEFLECTION = 1./360 LiVE LOAD - 40 PSF (RESJ STUD DEAD LOAD - 15 PSF TOTAL LOAD - 55 PSF STUD BORED HOLE MAX 2X4, GYPSUM BOTH SIDES - SO PLF DIAMETER 40% 2X4, GYPSUM, INSULATION,F'LYWOOD, SIDED = 95 PSF OF STUD DEPTH BORED HOLE MAX FRAME PARTITIONS: DIAMETER 60% CAST IN PLACE CONCRETE:: 5/8"MIN.TO EDGE OF STUD DEPTH DETAILS 144 LB/CU FT 5 5/8"MIN.TO EDGE /8"MIN.TO EDGE o 5/8"MTN.TO EDGE ROOF LOAD (SNOW LOAD CONVERSION) NOTCH MUST NOT EXCEED 25%r,OF STUD DEPTH 01 (AS PER ASCE 7-2003 SECTION 1,0) NOTCHES SHALL NOT BE NOTCH MUST NOT EXCEED GROUND SNOW LOAD (SL) : 20 LB/FT LOCATED IN MIDDLE ONE-THIRD 40%r OF STUD DEPTH SEAL& SIGNATURE DATE: Friday, March 4, 2022 FLAT ROOF SNOW LOAD (FIG 1-ll PI = SOF STUD LENGTH NOW LOAD ON FLAT ROOFS (ROOF SLOPE < 5 IF HOLE IS BETWEEN 40%AND 60% PROJECT No: 220002 FI = 0.1 Co C I Pe Ce = EXPOSURE FACTOR AS DETERMINED FROM TABLE 1-2 OF STUD DEPTH,THEN STUD MUST '(� y DRAWING BY: DC Pf = .1 (.e) lU (1) (20) = 12.6 Cs = SLOPE FACTOR AS DETERMINED FROM FIG. 1-2 BORED HOLES SHALL NOT BE DOUBLE AND NO MORE THAN �.tQ'�� T l✓ CHK BY: JTB Ct = THERMAL FACTOR AS DETERMINED FROM TABLE 1-3 BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE � . ROOF SLOPE FACTOR (TA@� 1-8) 1 = IMPORTANCE FACTOR AS DETERMINED FROM TA-�LE 1-4 CROSS SECTION OF CUT OR DOUBLED AND SO BORED BORED HOLES SHALL NOT l % * DWG No: Cs = LO Pg =GROUND SNOW LOAD AS DETERMINED FROM NOTCH TN STUD BE LOCATED IN THE SAME FIG. 1-I t TABLE 1-I CROSSIN SECTION OF CUT OR A- 107000 m W ROOF SNOW LOAD (FIG 1-'..') Ps = SLOPED-ROOF SNOW LOAD NOTCH TN STUD 7Z W Pezr_5 (pf) Pss - I.0 (26) - 12.6 - 13 SOA 34 3 � NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND B013.11-ED HOLE LIMITATIONS SOF "SSIONP� CADD FILE No: TOTAL ROOF LOAD 2� L_B�FT R 220002 8 of 9 20(SL) - Pe + 20 (DL) - 20 - 13 + 20 - 21 FOR EXTERIOR WALLS AND BEARING WALLS FOR INTERIOR NONBEARING WALLS THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE SECTION R312:GUARDS AND WINDOW FALL PROTECTION SECTION 1405 1405.3 Flashing, APPROACH USING THE WOOD FRAME CONSTRUC'TiON MANUAL- TABLE R301.5 INSTALLATION OF WALL COVERINGS Flashing shall be Installed in such a manner so as to prevent moisture from entering the HIGH WIND EDITION(2018)PUBLISHED BY THE AMERICAN FOREST AND R312.1 GUARDS. MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) wall or to redirect it to the exterior- Flashing shall be installed at the perimeters of PAPER ASSOCIATION NON-STRUCTURAL ELEMENTS ARE BASED UPON 1405.1 General, exterior door and window assemblies, enetrations and terminations of exterior wall 2020 NYS RESIDENTIAL CODE PUBLISHED BY NEW YORK STATE. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 USE LiVE LOAD Exterior wall coverings shall be designed and constructed in accordance with the assemblies,exterior wall Intersectiors with roofs,ehimnsys, porches,decks, balconies Joint Description I Number of Nails I Nail S acir FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE THROUGH R312.1.4 1.1 WHERE REQUIRED. applicable provisions of this section. projections g p g and similar ro ections and at built-In utters and similar locations where moisture could ON COVER SHEET.ALL NON-ENGINEERED LUMBER TO BE DOUGLAS 3 _. enter the wall, Flashing with projecting flanges shall be installed on both sides and the ROOF FRAMING FIR#2 OR BETTER GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING UNINHABITABLE ATTICS WITHOUT LI STORAGE 10 9 p J g ng Rafter to To Plate Toe-nailed 2-16d per rafter UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 1405.2 Weather protection. ends of copings,under sills and continuously above protecting trim. Top ( p SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED Ceiling Joist to Top Plate (Toe-nailed) 3-8d per ratter UPLIFT-CONTINUOUS PATH CONNECTORS MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOG OR HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 Exterior walls shall provide weather protection for the building.The materials p the 1405.3.1 Exterior wall pockets. GRADE BELOW AT ANY POINT WITHIN 36 INCHES 914 MM HORIZONTALLY TO BALCONIES(EXTERIOR)AND DECKS 40 minimum nominal thickness specified in Table 1405.2 shall be acceptable as approved In exterior walls of buildings or structures,wall pockets or crevices in which moisture Ceiling Joist to Parallel Rafter(Face-nailed) 3-10d each lap USE STMPSONSTRONG-TiE CONNECTORS ( ) FIRE ESCAPES 40 weather coverings. THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED can accumulate shall be avolded or protected with caps or circ s or other approved means CeilingJoist Laps over Partitions Face-nailed 3-10d each la FOLLOW PRODUCT SELECTION GUIDE AND p ap p , pp p ( ) p INSTALLATION MANUAL FOR HIGH WIND RESISTANT AS A GUARD. GUARDS AND HANDRAILS 200 shall be provided to prevent water damage. Collar Tie to Rafter(Face-nailed) 3-8d per tie CONSTRUCTION CATALOG C-HW02 GUARD IN-FILL COMPONENTS 50 TABLE 1405.2 Blocking to Rafter(Toe-nailed) 2-8d each e R312.1.2 HEIGHT. PASSENGER VEHICLE GARAGES 50 MINIMUM THICKNESS OF WEATHER COVERINGS 1405.3.2 Masonry. Rim Board to Rafter End-nailed 2- 16d each end ANCHOR BOLTS IN FOUNDATION USE: REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES.INCLUDING S1 AIRS, ROOMS OTHER THAN SLEEPING ROOMS 40 Flashing and weepholes shall be located in the first course of masonry above finished WALL FRAMING EXISTING PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INC S SLEEPING ROOMS 30 COVERING TYPE MINIMUM ground level above the foundation wall or slab, and other points of support, including TO Plate to TD Plate Face-nailed 2-16d 1 per foot r 914 MM IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT STAIRS 40 THICKNESS(inches) structural floors,shelf angles and lintels where anchored veneers are designed in Top P ( ) ( ) p SILL PLATE/STUD/RIM JOIST USE: ( ) accordance with Section 1405.5. Top Plates at Intersections (Face-nailed) 4-16d joints-eT: •h S,lte EXISTING WALKING SURFACE OR THE LINE CONNECTING THE NOSiNGS. Adhered masonry veneer 0.25 ++ EXCEPTIONS: TABLE R301.6 Aluminum siding 0.019 Stud to Spud Face-nailed 2-16d 24 o.c. 1405.4 Wood veneers. ( FLOOR TO FLOOR CONNECTION USE: Anchored masonry veneer 2.625 Header to Eleader(Face -nailed) 16d 16"0.0. along :dges EXISTING 1.GUARDS 34 THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NO MINIMUM ROOF LIVE LOADS IN POUNDS FORCE Asbestos-cement boards 0.125 Wood veneers on exterior walls of buIldings of Type 1,11,111 and 1V construction shall be LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE PER SQUARE FOOT OF HORIZONTAL PROJECTION not less than 1 inch(25 mm)nominal thickness,0.438-inch(11.1 mm)exterior hardboard CONNECTING THE NOSINGS. Asbestos shingles 0.156 siding or 0.375-inch 9.5 mm exterior- a wood structural panels or particleboard and To or Bottom Plate to Stud End-nailed 2-16d per 2x4 slud TRUSS TO TOP PLATE CONNECTION USE: Cold-rolled copperd 0.0216 nominal O ( ) tyP P p Top ( ) p H10,EACH TRUSS 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPE TRIBUTARY LOADED shall conform to the following: 3-16d per 2X6 Stu 1 SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 AREA INS UARE FEET Copper shinglesd 0.0162 nominal p USE 5 lOd NAILS AT EACH END Q i Exterior plywood(with sheathing)0.313 4-16d per 2x8 .%Lid INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED FOR ANY STRUCTURAL Exterior plywood(without sheathing)See Section 2304.6 The veneer shall not exceed three stories in height,measured from the grade plane. VERTICALLY FROM A LINE CONNECTING THE NOSINGS. MEMBER Where fire-retardant-treated wood is used,the height shall not exceed four stories. Fiber cement lap siding 0.25c Bottom Plate to Floor joist,Bandjoist, 2-16d 1 2 per foot ( ' ) p R312.1.3 OPENING LIMITATIONS. 0 TO 201 TO OVER Fiber cement panel siding 0.25c The veneer is attached to or furred from a noncombustible backing Endjoist or Blocking(Face-nailed) ROOF SLOPE 200 600 600 Fiberboard siding 0.5 a that is fire-resistance REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING rated as required by other provisions of this code. FLOOR FRAMING GENERAL NOTES: SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF Hardboard reinforced concrete panels 0.375 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Q FLAT OR RISE LESS THAN 4INCHES PER FOOT �i' late or Girder(Toe-nailed) 4-8d perjoist SPHERE 4INCHES(102 MM)IN DIAMETER. 20 ]6 12 Hardboardsidings 0.25 ist Toe-nailed 2-8d 1 er ' LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING 7URTSDTCTION AND EXCEPTIONS: (1'3) High-yield copperd 0.0162 nominal Where open or spaced wood veneers(without concealed spaces)are used,they shall not ( ) BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OP project more than 24 inches(610 rnm)from the building Wall. Blocking to Joist ed 2-8d each end ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAiR,FORMED B THE RISE 4INCHES PER FOOT(1:3)TO LESS THAN Lead-coated copperd 0.0216 nominal Blocking to Sill or Top Plate (Toe-nal - d each block 16 14 12 Lead-coated high-yield copper 0.0162 nominal RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PAS AGE 12 INCHES PER FOOT(1:1) 1405.5 Anchored masonry veneer. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. Marble slabs 1 N Ledger Strip to Beam(Face-naile d each jnisL MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRiOR TO COMMENCEMENT RISE 12 INCHES PER FOOT 1:] Particleboard with sheathing See Section 2304.6 z 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS T T ( ) 12 12 12 ( ") Anchored masonry veneer shall comply with the provisions of Sections 1405.5, 1405.6, 0 Joist on Ledger to Be -nailed) 3-8d per jl i:t OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES 111 MM IN DIAMETER. AND GREATER Particleboard(without sheathing)See Section 2304.6 REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ( ) 1405.7 and 1405.8 and Sections 6.1 and 6.2 of ACI 530/ASCE 5/TMS 402. > Band Dist(End-nailed) 3-16d X151 Precast stone facing 0.625 gist to Sill or Too Plate Toe-nailed 2-16d Per f..l( Steel(approved corrosion resistant)0.0149 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. ]405.5.1 Tolerances. tY ROOF SHEATHING E UiPMENT INCORPORATED iN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WiTH THE Stone(cast artificial)1.5 Q r EXTERIOR OR BEARING WALL Stone(natural)2 Anchored masonry veneers in accordance with Chapter 14 are not required to meet the Structural Panels 10d SEE TAB LE BELOW OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM REQUIREMENTS OF SECTION R317.4. tolerances in Article 3.3 G 1 of ACI 530.1/ASCE 6/TMS 602. Diagonal Board Sheathing THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. Structural glass 0.344 o, u " n R312.2 WiNDOW FALL PROTECTION, Stucco or exterior Portland cement plaster 1405.5.2 Seismic re uirements. 1 x6 or I x8 2-8d per suhp'lrt 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH Three-coat work over: q 1 x 10+nor wider 3-8d per su) rt TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND Metal plaster base 0.875b Anchored masonry veneer located in Seismic Design Category C,E or F shalll conform to PROGRAMS IN CONNECTION WITH THE WORK.AND HE SHALL NOT BE RESPONSIBLE FOR SECTIONS R312.2.1 AND R312.2.2. P the requirements of Section 6.2.2.10 of ACI530/ASCES/TMS 402.Anchored masonry CEILING SHEATHING __ Unit masonry 0.6256 Gypsum Wallboard Sd coolers 7" ed e/ I U" field THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE Cast-in-place or recast concrete 0.6256 veneer located in Seismic Design Category D shall conform to the requirements for CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS R312.2.1 WINDOW SILLS. P P Seismic Design Category E or F. WALL SHEATHING OR OMISSIONS BY THE CONTRACTOR. No CHANGES SHALL BE MADE IN THE DOCUMENTS IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW NOTCH GREATER Two-coat work over: z AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE Unit masonry 0.56 L5 Structural Panels 10d SEE TABLE BELOW OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED THAN SOgI�OF THE 1405.6 Stone veneer. d) Fiberboard Panels ENGINEER. FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED RADE PLATE WIDTH Cast-in-place or precast concrete 0.3756 Stone veneer units not exceeding 10 inches(254 min)in thickness shall be anchored D Terra cotta(anchored) 1 7/16" 6d 3"ed e/6" field 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE directly to masonry,concrete or to stud construction by one of the following methods: N g OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: Terra cotta(adhered)0.25 m 25/32" $d 3"edge/6" field INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER 1 G GAGE(OA54") Vinyl siding 0.035 1.With concrete or masonry backing,anchor ties shall be not less than 0.1055-inch w AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE AND 1.5"WIDE LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE (102 MM SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THE Wood shingles 0.375 ) ++ , ) METAL TIE ACROSS Wood siding(without sheathing)aO.5 ( .68 mm)corrosion resistant wire,or approved equal,formed beyond the base of the p Gypsum Wallboard 5d Coolers 7 edge/ 10' B�au A NAMED INSURED ON ANY AND ALL POLICIES. LARGEST OPENED POSITION. backing.The legs of the loops shall be not less than 6 inches(152 mm)in length bent at AND TO EACH Hardboard $d 6" edge/ 12" field 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTIC N right angles and laid in the mortar joint,and spaced so that the eyes or loops are 12 inches +r a 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. SIDE OF THE NOTCH For SI: 1 inch=25.4 rmn. Particleboard Panels $d 6 edge/ 1_ field DEVICES THAT COMPLY WITH ASTM F2090. (305 min)maximum on center(o.c.)in both directions.There shall be provided not less g WITH 8-16d Wood siding of thicknesses less than 0.5 inch shall be laced over sheathing that W Diagonal Board Sheathing 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL NAILS EACH SIDE p g than a 0.1055-inch(2.68 mm)corrosion-resistant wire tie,or approved equal, threaded m DEVICES THAT COMPLY WITH SECTION R312.2.2. conforms to Section 2304.6. through the exposed loops for ever 2 square feet 0.2 m2 of stone veneer.This tie shall 1"x6"or 1"x8° 2-8d per support ll)rt CREOSOTED. c P P� Y q ( ) p 1 } Exclusive of texture. I"x10" or wider 3-8d per Support As measured at the bottom of decorative rooves. be a loop having legs not less than 15 inches(381 mm)in length bent so that it will lie in S.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH R312.2.2 WINDOW OPENING CONTROL DEVICES. g the stone veneer mortar joint.The last 2 inches(51 min)of each wire leg shall]have a FLOOR SHEATHIN 3 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F209 . 16 ounces per square foot for cold-rolled copper and lead-coated copper, right-angle bend.One-inch(25 rein)minimum thickness of cement grout shall be placed StrlllCtural Panels TOP PLATES 12 ounces per square foot for copper shingles,high-yield copper and leadcoated high- THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEA E between the backing and the stone veneer. 1"� _ 8d e ge/ 1 22" 1'ic;ld 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHAL NOT yield copper. greater than 1" 6"edge/6" field AS PER NEW YORK STATE CODE. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THANY-W With stud backing,a 2-inch by 2-inch(51 by 51 mm)0.0625-inch(1.59 mm) Diagonal Board Sheathin 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WiTH OUTDOOR DESIGNED THE AREA REQUIRED BY SECTION R310.2.1. corrosion-resistant wire mesh with two layers of water-resistive barrier in accordance 2-8d r SIIpp01'l ATR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WiND. OJ ONE PIPE with Section 1404.2 shall be applied directly to wood studs spaced a maximum of 16 1"x 10" or Wider 3-8d per su t inches(406 mm)o.c.On studs,the mesh shall be attached with 2-inch-long(51 mm) 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF R301.2.2.2WEIGHTS OF MATERIALS. corrosion-resistant steel wire furring nails at 4 inches(102 rein)o.c.providing a THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE minimum 1.125-inch(29 mm)penetration into each stud and with 8d common nails at 8 COMPLETION OF THE JOB. AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FO T inches(203 mm)o.c.into top and bottom plates or with equivalent wire ties.'There shall (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A be not less than a 0.1055-inch 2.68 rn n corrosion-resistant wire,ora roved equal, alternate connectors, such as shear plates,shall be used to maintain the load path. 12.PLUMBING INSTALLATION TO COMPLY WiTH STATE AND LOCAL CODES AND THE HORIZONTAL PROJECTION OR 10 POUNDS PERS UARE FOOT 480 PA FO ( ) pp q p ' p SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. ) Q ( � looped through the mesh for every 2 square feet(0.2 m2)of stone veneer.This tie shall FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. TOP PLATE FRAMING be a loop having legs not less than 15 inches(381 iron)in length,so bent that it will lie in 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: the stone veneer mortar joint.The last 2 inches(51 mm)of each wire leg shall have a v reduced to 1-16d nail per foot. TO ACCOMMODATE PIPING right-angle bend.One-inch(25 mm)minimum thickness of cement grout shall]be placed (� 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LiGHT- AME between the backing and the stone veneer. 1aF-- JOIST HANGERS,HOLD DOWN CLIPS,ETC.SHALL BE SIMPSON STRONG-TIE CO.,INC., ENERGY CONSERVATION CONSTRUCTION CODE, ALL GLAZED AREA TO BE DOUBLE WOOD WALLS. � X GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. OR APPROVED EQUAL(SECURED WITH ANNULAR NAILS,ETC.AS PER MANUFACTURER'S Simpson Strong-Tic SPECIFICATIONS)FOR ALL FLUSH STRUCTURAL CONNECTIONS. PROVIDE SADDLE i YPE, 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT CS 16 1'/a"COILED STRAP- HEAVY DUTY BEAM HANGERS AS REQUIRED, ALL EXTERIOR CONNECTORS,FASTENERS, CODE'S MINIMUM STANDARDS. FRAME COLD-FORMED STEEL WALLS. 16"O.C.USE 6-8d NAILS ' m ETC.SHALL BE STAINLESS STEEL. PROVIDE WELDED STEEL CONNECTIONS FOR ALL AT EACH STUD,WRAP lll.l 0 m 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRA UNDER SILL PLATE O � �/ FRAMING HANGERS,ETC.AT STEEL BEAMS,COLUMNS,ETC. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WOOD WALLS. MIN OVERLAP IS 12" �i ff 0 0 WHTCH THEY ARE MADE iS EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LIGHT-FRAM �' !! NOTE: Z CV WALL SHEA'T'HING NAILING SCHEDULE , 0!! N r- 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE COLD-FORMED STEEL WALLS. i0 r 1 STRAPS MAY BE 1 ZONE ] ZONE 2 INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, it '!! !• j PLACED EITHER L CONTRACTOR OR LOCAL BUILDING DEPARTMENT. 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THICK(203 M) 100!! I I UNDER OR OVER 1- PLYWOOD EDGE 4"O.C. 4"O.C. i !! 100i MASONRY WALLS. i• • i SHEATHING PLYWOOD FIELD 6"O.C. 6"D.C. i 1 !' •I 1• •i ►4� X 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-L�ICH-THICK !• oil 00 I i LU CfJ ZALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE (152 MM)CONCRETE WALLS. 1• i i i• I i00! a] SECURED WITH l Od COMMON NAILS !• 1! i I i• •! - cfJ �; 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. i ! • 1 LUMBER SPECIES & GRADE ,• '!! 6 0 if EXCEPTIONS: ' •!' i• •! I ! p- tYl SPECIES GRADE , is 411 WALL STUDS DOUG FIR STRUCTURAL 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER i !! I ,I ! •, SQUARE FOOT(1190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL !! ! U-. JOISTS ENGINEERED STRUCTURAL i •!! i: . I• • BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED iN ACCORDANCE i• •11 ; I I •1 U_ ROOF TRUSSES DOUG FIR STRUCTURAL WITH TABLE R602.10.3(4), if !! •" • SHEATHING: 15/32" CDX i• i i•-0 • ,! 2.LIGHT-FRAME WALLS WiTH STONE OR MASONRY VENEER SHALL BE 0 I• •I I if •. PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 i 0!. NAILING REQUIREMENTS. Q i I1 AND R703. 11 ,• 'i! !• i • 40 I• 'i! 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED iN ACCORDANCE WITH !001 l I' • I I FOR TYPICAL ROOF SHEATHING CHAPTER 10. i001, i• •!! & ASPHALT SHINGLES LINK' 1-ATTACHMENT ACROSS !! TOP OF TRUSS j• •I I .• •II .I !0 Oli FIELD PANEL EDGES ROOF SHINGLES i00!. 130 MPH ZONE I I ZONE 1 8" O.C. 4" D.C. 6 FASTENERS PROJECT: PER SHINGLE ZONE2 12" O.C. 6" O.C. 6 FASTENERS LINK»2-CONNECTION OF TRU LINK•3-CONNECTION OF TOP PROPOSED FIRE DAMAGE REPAIR TO: PER SHINGLE t THE TOP OF WAL PLATE TO STUD SILL PLATE TO RIM JOIST AND LINK"4-GONNEGTION OF RIM JOIST TO STUD CONNECTION g Founders Village Townhomes - Unit 2E SHEATHING TO HEADER ZONE 3 6° O.C. a" D.C. PER _= 2555 Young's Avenue PER SHINGLE ROOF FRAMING DOUBLE TOP PLATE 6FASHINERSGLE Southold, NY ZONE 4 6" O.C. 4" O.C. PER SHINGLE LINK"5-CONNECTION OF ADE ALL 1/2"ETERIOR PLYWOOD WALL SHEATHING TO BE SECURED TO ADJACENT EXTERIO WALL WITH 10d COMMON NAILS Li 1 11 RiPPLE STUDS-> STUD TO RAFTER CONNECTiON OR FLOOD TO FLOOR CONNECTION HEADER DEPENDING ON CONDITION,SEE TABLE R301.7 DETAILS ALLOWABLE DEFLECTION _LINK-6-CONNECTION C WALL L K"3- oNN TION F P HEADER TO STUDS I OF ST1[2UCTUAL MEMBERS(b,c) TO FLOOR MING ATE T STUD S-10d STRUCTUAL MEMBERER ALLOWABLE FULL LE GTH NAILS NAILING SCHEDULE FLCCR T� FLOOR ATTACHMENT LINK"47 CONNECTION OF DEFLECTION (SEE FLOOR TO FLOOR DETAIL-Y- SHEATHING TO HEADER HEADER STUDS WALL STUDS RAFTERS HAVING SLOPES GREATER THAN 3:12WITH NO FINISHED L/180 p CEILING CD TO RAFMRS NOTE: u Ql� I.INKO CONNECTION OF HEADER INTERIOR WALLS AND PARTICiANS H/180 AD CENT EXTERIOR WALL UPLIFT CONNECTION IS REQUIRED FLOORS IJ360 --------------------- AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN CEILINGS WITH BRITTLE D STUCCO) r d tJPLIF�'r r r ADDITION To CONNECTORS AT I o SEAL&SIGNATURE DATE: Friday, March 4 2022 v3rn CO^�E CT ' ' WALL STUDS AND AT TOP AND � j U y, , (LNCLL+DTNG PLASTER AND STUCCO) + + � � � �� CEILINGS WiTH FLEXIBLE FINISHES r + t N Y r r (INCLUDING GYPSUM BOARD) v-4Q + REQUIRED+ r , BOTTOM OF CRIPPLES J ALL OTHER STRUCTURAL MEMBERS L/240 1 ' 'it ' ' ' �i O ^' PROJECT No: 220002 DRAWING BY: DC EXTERIOR WALLS-WIND U)ADS (a)WITH STUD TO PLATE -'a LLLW-ii W, NAILS ro Y T. Q PLASTER OR STUCCO FINISHES U3(li EXTERIOR WALLS-WIND LOADS(a)WITH OTHER » CHK BY: JTB BRITTLE FINISHES U240 N FLO R FRAMING OF WALL /FOUNDATION t• �� r" A)�`� DWG No: EXTERIOR WALLS-WIND LOADS(a)WITH n �A HEADER TO STUDS:USE LSTA 18 W/14 lOd NAILS FLEXIBLE FTNO TI U1'-U(U) . STUD TO PLATE/F H N 6 FEET: TTl A- ` 108 , 00 LINK l-CONNECTION OF JOIST 1(�l�tQ LINTELS SUPPORTING MASONRY TO PLATE (OPENINGS LESS THAN 6 FEET):USE DSP W/8 1 Od HALLS IN STUD AND 4 1 d NAILS IN PLATE NVENEER WALLS(c) vino uN^ecNNECTION of WAL (OPENINGS GREATER THAN 6 FEET):ADD HDU5 AT KING STUDS(2 TOTA ) INSTALL PER DETAIL SHEET 7 01 NOTE:L=SPAN LENGTH,H=SPAN HEIGHT „ TO FOUNDATION O,Q 0 3 4 13 !� a.FOR THE PURPOSED OF D ETERNIINING DEFLECTION LM11TS HEREIN, -'" TYPICAL FRAMING AND UPL FT S IMPS ON STRONG-TIE ROFESSION CADD FILE No: 9 of 9 THENLOADSHALLBEPERM ITTEDTUBETAKEN AS0.7TTTHE CRITICAL LOAD ='�4T�--I CONNECTIONS FOR OPENIN S H10 HURRICANE TIE 220002 COMPOPONEENT AND CLADllING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTDETAILS OF THE CANTILEVER. c.FOR ALUMINUM STRUCTURAL-MEMBERS OR PANELS USED