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�o�Og11Ff0l Town of Southold 3/6/2024 o - P.O.Box 1179 o _ ��� 53095 Main Rd yfj� ;'X' Southold,New York 11971 l CERTIFICATE OF OCCUPANCY No: 45030 Date: 3/6/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 405 Mayflower Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-8-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/12/2021 pursuant to which Building Permit No. 47518 dated 3/3/2022 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: "as built"additions and alterations, including deck,to existingsingle family dwelling as applied for. The certificate is issued to MacDonald,Timothy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47518 2/8/2024 PLUMBERS CERTIFICATION DATED 2/6/2024 ob Esposi 0 u hori Signature TOWN OF SOUTHOLD Of Fill�co�, � BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY y�ol � ;is 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#: 47518 Date: 3/3/2022 Permission is hereby granted to: Mr G Integrity Inc 24 Neil Dr Farmingville, NY 11738 To: Legalize as built additions, alterations and rear deck at existing single family dwelling as applied for. Additional certification may be required. At premises located at: 405 Mayflower Rd, Mattituck SCTM #473889 Sec/Block/Lot# 107.-8-21 Pursuant to application dated 11/12/2021 and approved by the Building Inspector. To expire on 9/2/2023. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,639.20 CO-ALTERATION TO DWELLING $50.00 Total: $1,689.20 Building Inspector OF SOUI��I Town Hall Annex . Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 ���� �o sean.devlinitown.southold.ny.us COUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Timothy MacDonald Address: 405 Mayflower Rd city:Mattituck st: NY zip: 11952 Building Permit* 47518 Section: 107 Block: 8 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Kleaka Electrical License No: 53553ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 31 Ceiling Fixtures 12 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 28 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 50A Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch UC Lights 16' Dryer Recpt Emergency Strobe. Heat Detectors Disconnect Switches 26 4'LED Exit Fixtures Sump Pump Other Equipment: Hood, Oven, DW, Micro, Mini Fridge(2), 200A Panel 40 Circuit/ 25 Used Notes: " AS BUILT NO VISUAL DEFECTS " Whole House Renovation Inspector Signature: Date: February 8, 2024 S. Devlin-Cert Electrical Compliance Form o�ag�FfOt��oG Town Hall Annex �� �� Telephone(631)765-1802 54375 Main Road .L P.O.Box 1179 y Southold,NY 11971-0959 - • BUILDING DEPARTMENT FEB - 8 2024 TOWN OF SOUTHOLD Building Depar"Ment 'rovvra of Southold CERTIFICATION Date: 0 A, Building Permit No. Lq Owner: e M c�—{�'t�r �1.���r7 e--M'k14 (Please print) Plumber: b ZS'2CD (4 C) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signatur0) ' Sworn to before me this_ day of f26q , 202,q KATHLEEN M KELLER Notary Public-State of New York NO.OIKE0020382 � (�(� / Qualified in Suffolk County Notary Public, <JtltetC'JI I/� County My Commission Expires Jan 26,2028 1 �s cYl�w-e-r hO��OF SOUlyo6 * # TOWN OF SOUTHOLD BUILDING DEPT. cou►m '' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKIN""G [ ] FRAMING/STRAPPING [ FINAL A5— G,vl/Z5 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I Aslej( on &&JILAI S s. uo 4 1 0 U qa.5 &U.I_ae Of- JS 1winelA, =hAAll VUQ9l-ed — �n, navwiPiQlAW -Plvv,hey2- GOW . Ole— 4rL, C o. DATE INSPECTOR OF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourme 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 [ ] RENTAL REMARKS: y`ahotrn e�r 5 Aeck;Isrf m usf ceg-h a-tl /vX4/9 Go Grca.h Ce Godes a- • Y�v2t hem sa/�e�2 ce,��i�i��e. - /I�foa��,e� • �le6/iV-/c Zyi7k ce m DATE A? INSPECTOR ho�aOF SOUTyOIo # # 'TOWN OF SOUTHOLD BUILDINGrDEPT. °`ycourm,a�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: DATE C� L2 INSPECTOR - �O�aOF SOUTHp� L4 � ( b L4 ®5 pf � Vic cr/�/'�� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o b--� e-VOlky e DATE INSPECTOR L4 e OE 50Ulyo� 63 111 � # # TOWN, OF SOUTHOLD BUILDING DEPT. couffm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION OVELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ]- RENTAL REMARKS: d` "an A�l 44 c) DATE /2-5 INSPECTOR SOUIyOIo # # TOWN OF SOUTHOLD BUILDI G/lDEPT. `yc0urr,V��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Lzf ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Inc '��'sh/cwg &U I )::� n T DATE INSPECTOR k O�aOFSOUIyo lE� e4� I � 180 N # # TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 Cl/,O [ ] RENTAL REMARKS: �i U r Dov �jj�, bui� v� DATE INSPECTOR ho��pF 50GjyO� . * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] F NDATION 2ND [ I 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 [ ] NTAL REMARKS: "ov - (AV10 V/ I� -f,,oti (ftit ov lv8e- 0 CAQ DATE INSPECTOR ..rts 1 '4T 4r ..h. - �r �x 'd r •+i., f +: .tea, ' �iF3 �, x'rb.�.7� �+•+� at.N V � SR-'lii�+'>^'v-4't �'x �fdxhY. 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I. t ' } O Rglq�w OASrf3?rb ITI f { — 1 -- J • �Y CURTIS DESIGN GROUP, LLC 6270 Northern Blvd. East Norwich, NY 11732 Phone:(516) 427-1602 curtisdesigngroup@verizon.net Monday,August 14, 2023 Town of Southold Building Department J i i 54375 Main Rd Southold, NY 11917 MAR - b 2024 RE:BP47518 405 Mayflower Rd Mattituck NY 11952 To The Building Department: This letter is in response to the inspection report for permit #i47518. Upon inspection and review of the above mentioned property, I certify that the construction of the scope of work listed above to be legalized conforms to the minimum standards of the New York State Uniform Fire Prevention and Building Code and is in accordance with the Town of Southold Building Department rules and regulations for foundation, framing, strapping and insulation. If you have any questions pertaining to the status of the application and plans, please feel free to contact me (516) 427-1602. `h��W:D ARCM Very Best Regards, �,1A rA��gF�,. � � 2 5 qr U2A$ % 4\t�� Curtis Tauftnan, AIA, NCARB President CURTIS DESIGN GROUP, LLC 6270 Northern Blvd. East Norwich, NY 11732 F7 -2 Phone:(516) 427-1602 7\ rr curtisdesigngroup@verizon.net MAR 6 2024 Tuesday, March 5, 2024 Town of Southold Building Department .54375 Main Rd Southold, NY 11917 RE:BP47518 Plumbing Certification 405 Mayflower Rd Mattituck NY 11952 To The Building Department: On this day at 10:30am. I inspected the plumbing work done. I certify the plumbing work for the two full bath baths and kitchen, part of the scope of work listed above to be legal- ized, conforms to the minimum standards of the New York State Uniform Fire Prevention and Building and plumbing Code and is in accordance with the Town of Southold Building Department rules and regulations for the plumbing work done. If you have any questions pertaining to the status of the application and plans, please feel free to contact me (516) 427-1602. Very Best Regards, R E 1)A pC;," Q�JQ��' A M. T41J CN OF NL\N"' Curtis Taufnian, AIA, NCARB President 2 4 Ov 111-4 AUG 1 6 2023 Building Department Town of Southold r,Fgd euN � `�� .�• a�x.tom' _tea'• - - b t 44 S 4 Q F i �u R i � 3 EE ���1}11i11111i�.,•,, ��ytl a C a .s;.z�•,u -•� eel�'�..�E"�''.�� ;. A UG 1 2023 Building pepartment T°wn of SoWh°Id H-7 s a AUG 1 7 2023 13UTt,DING DEFT. s "i r v � ar;_ 8/17/23,9:09 AM 20230817_085943.jpg r' • • SEP - 8 2023 Y It https:Hmail.google.com/maiVu/0/?tab=rm&ogbt#lnbox/OgrcJHsHggGFgSrZGgXsHLHvtxRzznhRcdv?projector=1&messagePartid=0.1 1/1 8/17/23,9:10 AM 20230808_192941.jpg s IE '� S E P — 8 2023 >e E•:til,�'��lq �'i�r.•lr.tt't€?'7t Tc,wn a:'£iotJha�d https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/OgrcJHsHggGFgSrZGgXsHLHvtxRzznhRcdv?projector=l&messagePartld=0.3 1/1 8/17/23,9:10 AM 20230809_063355.jpg r . . i - - i_ } r� - � owE 1 ' L S E P - 8 2023 Building Derartment Town of Sc ukt;h-ld https://mail.google.com/mai 1/u/0/?tab=rm&ogbl#inbox/QgrcJHsHggGFgSrZGgXsHLHvtxRzznhRcdv?projector=1&messagePartld=0.1 1/1 FIELID'DT8PEC 'I4jN REP'QRT` DATE G8 2 1vTS S . r FOUNDATYON(1ST) FOUNDATION(ZND) ROUGH k'RANiIN.G& , PLUMBING ►-3 J INSi:L,ATION:PER N..Y. STATE ENERGY COD°E s: � �,; � •. :::;'���'avl�iaTc c�,,�.:Gn.�i�.c��. �air.�l s ca2' ' • aUbr 5." " I ji4e 1i2[mQ' n.GfLioK nni,ll'L+,.A2Gbi GU2fi' ieil�" oi2/L G®M /GJ�Ci� :FINAL. � . ? �m� fnsv.l�c./t ' LI C � ''r•ueP:c � � �:rie�' . / � 3o alp � r o p Z3 PC 6 -: : io Qz� 0 4 o�gUfFO1K�OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y? Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 o��oi �aa Telephone(631) 765-1802 Fax(631) 765-9502 hi!ps://www.south6ldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT �j For Office Use Only D EC E HE PERMIT NO. O Building Inspector: NOV 2021 Applications and.forms must be filled out in their.entireiy. Incomplete BUILDING DEPT. applicationswill not�be accepted,, Where the Applicant is notthe.owner,an TOWN OF SOUTHOLD Owner's.Authorization form:(Page 2)shall be,completed. Date:10/6/21 =OWNER(S),.OF'PROPERTY: Name:Peter Grosso( Mr G Integrity Inc.) scTM#1000-107000800021000 Project Address:405 Mayflower Rd Mattituck NY 11952 Phone#:631-365-3271 Emailyourguy-pete@gmail.com Mailing Address:177 W Main St Smithtown NY 11787 :CONTACT'PERSON: Name:Mike Arato (Captain Permit) Mailing Address:245 Rt 109 Suite D West Babylon Phone#:516-554-1848 Email:info@captainpermit.com DESIGN PROFESSIONAL I'NFORIVIATION:. Name:Curtis Taufman Mailing Address:1835 Walt Whitman Rd Melville NY 11747 Phone#:516-427-1602 Email:Curtisdesigngroup@verizon.net `CONTRACCnT��OR,INFORMATION: Name:-IC L _."0� 6 b T o 64 U �L L CMailing Address: 63a gW(LiNS �, sfLDEl Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION::;:°: .::•.;,, ., . • . ❑New Structure RAddition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo (lei -0CTA-Ck D CAf1'q6-fC (t L T _a,. S 1 PROPERTY INFORMATION Existing use of property:One.Family Dwelling___ Intended use of property: One Family Dwellin Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_4,o _ _ �!� this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Check Box After Rem Ingr The owner/contractor/design professional is responsible for all drainage and storm water issues`as provided by Chapter 236 of the Town Code. APPLICATION 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ;Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances-or Regulations,for the construction of buildings,,;. additions,alterations or for removal or demolition as herein described:7he'�applicant agrees to comply with all applicable laws,ordinances,building code, -' „housing code and,regulations and to admit authorized,inspectors on premise s.and in,building(s)for necessary,inspections.False`statements'made herein are.,., punishable as,a Class A misdemeanor,pursuant to Section 210.45 of:the;New:York State Penal Law.,:, Application Submitted By 1print name):M i ke Arato WAuthorized Agent ❑Owner Signature of Applicant: _ Date: 10/6/2021 Y �` STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Peter Grosso being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Acting Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this OD2, day of dot 20 �Z Ryan R Griffin Notary Public NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIGR6376410 Qualified in Nassau County Commission Expires August 13th,20 OPERTY OWNER AUTHORIZATION Where the applicant is not the owner) Peter Grosso residing at 177 W Main St Smithtown NY 11787 do hereby authorize Mike Arato of Captain Permit to apply on my be f tot e To . of Building Department for approval as described herein. 106/204 ' wner' ignature Tamil NQTARV F�Ib 0,STATE OF NEWgft 4teotr' Grosso Re Qualified Qualified in Nassau connty Print Owner's Name Commission Expires August 13t1t,20 2 PSEG Long Island 175 R.Old Country Road Hicksville,NY 11801 DEC 1 9 2023 0 TONG P'S- `EG't LAND We make things worlt for you. December 7, 2023 Re: 405 Mayflower Rd Mattituck,NY 11952 Attn:Dennis Regan Dear Dennis Regan, Pursuant to your request,this is to advise that the#4 service drop currently supplying the 200A service at 405 Mayflower Rd is adequate. The service drop is owned and maintained by PSEGLI. Please feel free to contact me at 631-255-6095 or email at Christopher.Hawks@pseg.com if you require any further information. Very truly yours,, e? aaAAM 7T4V& Christopher Hawks Design Engineer/Supervisor Distribution Design Eastern Division i BUILDING DEPARTMENT- Electrical Inspector �r�' TOWN OF SOUTHOLD �, f � y` Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro-gerr@southoldtownny.gov seandCa�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I _ S- - ? 2 Company Name: I,,,S t t 4 \0 oa L c u c fe,c +is c_ Name: h (P� a,,,-E'►�� �rz . License No.: L4 2;3,6— MG- email: O W t 1 ";abd.e,lect&lc' c Address: J?C>.� , -R o cV- a I r\.v - 1 l'7-7 Phone No.: G s 1- 959 - 3 ac7 JOB SITE INFORMATION (All Information Required) Name: (,v Ka7 - rne) Address: l—z�b cj�,2T1 1 .-Q- i �--o C- Cross Street: U-P- . i S Phone No.: - 4qG f I Bldg.Permit#: L.t 9(A (o email: Wha4 w) L � Tax Map District: 1000 Section: Block: ot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1 J Q1QCA:�2-dc_ oG`t KaTC Circle All That Apply: Is job ready for inspection?: E es Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ( 8 23 Request for Inspection Form.xls ce c- +Ogq 1. 9 PERMIT p Address Svvitches Outlets , L i G F I's ' I Surface 1 Sconces H H's W*J) UC Lts Fans Fridge HW Exhaust Oven �p�/ � WAD smokes DW Mini -arbon Micro 1� Generator -ombo Cooktop Gpi Transfer \C AH Hood J Service Amps Have Usec -pedal: :omments I p [SCE E OCT 1 0 202JUIL DEPARTMENT-Electrical Inspector SUFFot,��, O� PG Building TOWN OF SOUTHOLD ®e d"all Annex- 54375 Main'Road = PO Box 11.79 v Town of ®I Southold, New York 11971-0959 �'y, �ap� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.clov- seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Icy a 123 Company Name: ea ka er e (' Electrician's Name: V(fr) k lec4a, License No.: -&3ri�;� Elec. email: �le,� J��k� f e�J(,C. 1-6P0 Elec. Phone No: �7�'. apt 2H request an email copy of Certificate of Compliance Elec. Address.: Ct(j 00)j JOB SITE INFORMATION (All Information Required) ` Name: f , Address: a lect Cross Street: (CY)A Poe Phone No.: ( ` 3 p 3 Bldg.Permit#: �! ' ] `j( R email: j I k0b ' eL�I Tax Map District: 1000 Section: 10 Block: Lot: i BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (PI ase Print Clearly): —�_ Square Footage: Circle Al! Is job rea ONO ❑Rough In Final Do you Issued On Tem�inf -: � � S Ul �Q, -� 4 # Meters Old Meter# New S I r ]Service Reconnect[:]underground❑Overhead # 6ndergn ile Work done on Service? D Y N Addis I APPLICATION pq 1 a �� �.t ik , I l PERMIT 9 Address' Switches Outlets GFI's f 111 Surface I Sconces H H's l l UC Lts Fans �1� Fridge HW Exhaust Oven WAD I Smokes pW Mini � l� -arbon Micro Generator =ombo Cooktop Transfer aC AH Hood Service Amps �� Have Usec -pedal: Z(iC/ 10 omrnents Ckf C �6 1 ID E C E U V E CURTIS DESIGN GROUP, LLC � S E P - g 2023 L Building Department 6270 Northem Blvd. Town of Southold East Norwich, NY 11732 Phone:(516)427-1602 curtisdesigngroup@verizon.net Monday,August 14,2023 Town of Southold Building Department 54375 Main Rd Southold, NY 11917 RE:BP47518 405 Mayflower Rd Mattituck NY 11952 To The Building Department: This letter is in response to the inspection report for permit#47518. Upon inspection and review of the above mentioned property, I certify that the construction of the scope of work listed above to be legalized conforms to the minimum standards of the New York State Uniform Fire Prevention and Building Code and is in accordance with the Town of Southold Building Department rules and regulations for foundation,framing,strapping and insulation. If you have any questions pertaining to the status of the application and plans, please feel free to contact me (516)427-1602. ED AR Very Best Regards, 02885A Q� TF OF NEW�O Curtis Taufman,AIA,NCARB President . it•�: '�� - �' - a it r"� ::i'/!ff' ♦ •1 ♦ .tN' � r y iw_\ F , • t - - :5 H`•'-T,--� sri `:v . vie-L e — _ i' Y I��.t�`•�y"i,�'�FcRs� rrTT1 L' - i •• � ; y _ �a• a� .2.e.i.�"i 1a�� •`` r +r�.t� r � y, . - . -, ♦ - - `_- �,h; r• s'LT' i \�5 �'.T�"' ray •� 3,• _/+. ♦.kx it ♦4�,4. c .. +{. � , _" '1, ,� � s-i -✓ - 1~♦ � �' �� ti. � y.� � � ° .: OCT 10 202JUILO DEPARTMENT-Electrical Inspector Building TOWN OF SOUTHOLD De II Annex- 54375 Main Road - PO Box 1179 Town of Sou�iold � Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr southoldtownny.gov— seand(a-southoldtownny goy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 0 1 a Company Name: e, E r I Electrician's Name: wen ecl- License No.: _53 ,153 Elec. email: den k lee-ks, c-lec-rx, CdNa Elec. Phone No: 619g- an2j 121 request an email copy of Certificate of Compliance Elec. Address.: qo 6,001J JOB SITE INFORMATION (All Information Required) ` Name: M - A Address: //p (yt)ce Cross Street: Phone No.: ( 3 p 3 Bldg.Permit#: ' 151 R email: l k0b I (e M red � Tax Map District: 1000 Section: �"� Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (PI ase Print Clearly): rteak( d c.�9 ��csl�l�^ Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES 2NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect[:]Underground❑Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION SCTM NO. 1000- 107.00-08.00-021 .000 REVISION DATE 1 /26/23 405 MAYFLOWER RD MAT TUCK NY 11952 MAINTAIN 24'x24' DETACHED GARAGE WITH SIDE YARD SET BACK OF 4. 1 ' , NEEDING 5' (RELIEF OF 9 ') 1 N ' 1 15 \ WpU�jr 1 �NpSCPPE BEOCK t 1 / � E SSONE ORNEWPY 1 BLU t t / i R CIE GURB WpV pSCPPE BOCK WP1l CURB �+SSA KpDE FENOE pSPNp�� DR`VE �N t STEP t * 1 .�� FRPMEONP RDGjtONN J1, �x 1 v I � `� � HP1N UNK FENCE 38,1 1 1 24 x n w 1 Ln ROOF OVER o O 6 4 WOOD DECK O I� WOOD STEPS WOOD DECK �` 2,O AND STEPS 1 1 c� O 1 m '6p x 04 DECK � 40.0 �i TF .' x 6.6' N HOT � t IINK FENCE 56.9' U at SUB 2q.� I 1 " ` CHPIN I 36.6 . 3.5', 4.5 CAS C-11Up GAS UNIT ` 0ufRHfgO x �N�RpUND P 3.5' E x TANKS WIR I6.9 O DEOK WOOD 32 8, O FRAME DE FENCE O I cp 'o_SHED SZpCKP O O O O E� oP �o SITE PLAN SCALE: N.T.S {�{t3N--Ip 'OA �S :p RJEDESI-01 JC B LLOS ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYI()11/10/2021 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()es)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 CONEACT The Robert C.Man Aggency Inc. PAH/c°,No,Ext):(516)294-1072 AIC,No):(516)294-1764 950 Franklin Ave.STE 100 E-MAIL Garden City,NY 11530 DDR •service@contractorsinsurance.org INSURERS AFFORDING COVERAGE NAIC# INSURER A:UTICA FIRST INSURANCE COMPANY 15326 INSURED INSURER B:NORGUARD INSURANCE COMPANY 31470 REMODEL ROB GO TO GUY LLC INSURER C:SHELTERPOINT LIFE INSURANCE 81434 630 HAWKINS RD INSURER D: Selden,NY 11784 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 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. INSR TYPE OF INSURANCE ADDDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR WVD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR ARTS08769505 6/2412021 6/24/2022 DAMAGE TO RENTED 50,000 PREM SE Ea occurrence) $ MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY EOaBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NpN-OWNED PROPERTY AMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION X I STATUTE ER U OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN REWC203303 3/27/2021 3127/2022 E.L.EACH ACCIDENT $ 100'000 %FFICERIMEMBE'EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 100'�00 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Disability D549151 1/23/2021 1/22/2022 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 NY-25 Southold,NY 11971 AUTHORIZED REPRESENTATIVE 0/0 4 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. . The ACORD name and logo are registered marks of ACORD CiRSDEPARTMENT OF THE TREASURY ry/ IR INTERNAL REVENUE SERVICE CINCINNATI OH 45999-0023 Date of this notice: 04-25-2017 Employer Identification Number: 82-1300282 Form: SS-4 Number of this notice: CP 575 A MR G INTEGRITY INC PETER C GROSSO 24 NEIL DR For assistance you may call us at: FARMINGVILLE, NY 11738 1-800-829-4933 IF YOU WRITE, ATTACH THE STUB AT THE END OF THIS NOTICE. WE ASSIGNED YOU AN EMPLOYER IDENTIFICATION NUMBER Thank you for applying for an Employer Identification Number (EIN) . We assigned you EIN 82-1300282. This EIN will identify you, your business accounts, tax returns, and documents, even if you have no employees. Please keep this notice in your permanent records. When filing tax documents, payments, and related correspondence, it is very important that you use your EIN and complete name and address exactly as shown above. Any variation may cause a delay in processing, result in incorrect information in your account, or even cause you to be assigned more than one EIN. If the information is not correct as shown above, please make the correction using the attached tear off stub and return it to us. Based on the information received from you or your representative, you must file the following form(s) by the date(s) shown. Form 1120 04/15/2018 If you have questions about the form(s) or the due date(s) shown, you can call us at the phone number or write to us at the address shown at the top of this notice. If you need help in determining your annual accounting period (tax year), see Publication 538, Accounting Periods and Methods. We assigned you a tax classification based on information obtained from you or your representative. It is not a legal determination of your tax classification, and is not binding on the IRS. If you want a legal determination of your tax classification, you may request a private letter ruling from the IRS under the guidelines in Revenue Procedure 2004-1, 2004-1 I.R.B. 1 (or superseding Revenue Procedure for the year at issue) . Note: Certain tax classification elections can be requested by filing Form 8832, Entity Classification Election. See Form 8832 and its instructions for additional information. IMPORTANT INFORMATION FOR S CORPORATION ELECTION: If you intend to elect to file your return as a small business corporation, an election to file a Form 1120-S must be made within certain timeframes and the corporation must meet certain tests. All of this information is included in the instructions for Form 2553, Election by a Small Business Corporation. (IRS USE ONLY) 575A 04-25-2017 MRGI B 9999999999 SS-4 If you are required to deposit for employment taxes (Forms 941, 943, 940, 944, 945, CT-1, or 1042) , excise taxes (Form 720), or income taxes (Form 1120) , you will receive a Welcome Package shortly, which includes instructions for making your deposits electronically through the Electronic Federal Tax Payment System (EFTPS) . A Personal Identification Number (PIN) for EFTPS will also be sent to you under separate cover. Please activate the PIN once you receive it, even if you have requested the services of a tax professional or representative. For more information about EFTPS, refer to Publication 966, Electronic Choices to Pay All Your Federal Taxes. If you need to make a deposit immediately, you will need to make arrangements with your Financial Institution to complete a wire transfer. The IRS is committed to helping all taxpayers comply with their tax filing obligations. If you need help completing your returns or meeting your tax obligations, Authorized e-file Providers, such as Reporting Agents (payroll service providers) are available to assist you. Visit the IRS Web site at www.irs.gov for a list of companies that offer IRS e-file for business products and services. The list provides addresses, telephone numbers, and links to their Web sites. To obtain tax forms and publications, including those referenced in this notice, visit our Web site at www.irs.gov. If you do not have access to the Internet, call 1-800-829-3676 (TTY/TDD 1-800-829-4059) or visit your local IRS office. IMPORTANT REMINDERS: * Keep a copy of this notice in your permanent records. This notice is issued only one time and the IRS will not be able to generate a duplicate copy for you. You may give a copy of this document to anyone asking for proof of your EIN. * Use this EIN and your name exactly as they appear at the top of this notice on all your federal tax forms. * Refer to this EIN on your tax-related correspondence and documents. If you have questions about your EIN, you can call us at the phone number or write to us at the address shown at the top of this notice. If you write, please tear off the stub at the bottom of this notice and send it along with your letter. If you do not need to write us, do not complete and return the stub. Your name control associated with this EIN is MRGI. You will need to provide this information, along with your EIN, if you file your returns electronically. Thank you for your cooperation. (IRS USE ONLY) 575A 04-25-2017 MRGI B 9999999999 SS-4 Keep this part for your records. CP 575 A (Rev. 7-2007) ---------------------------------------------------------------------------------------------- Return this part with any correspondence so we may identify your account. Please CP 575 A correct any errors in your name or address. 9999999999 Your Telephone Number Best Time to Call DATE OF THIS NOTICE: 04-25-2017 ( ) - EMPLOYER IDENTIFICATION NUMBER: 82-1300282 FORM: SS-4 NOBOD INTERNAL REVENUE SERVICE MR G INTEGRITY INC CINCINNATI OH 45999-0023 % PETER C GROSSO 24 NEIL DR FARMINGVILLE, NY 11738 N.Y.S. -DEPARTMENT OF STATE DIVISION OF CORPORATIONS AND STATE RECORDS ALBANY, NY 12231-0001 ONLINE FILING RECEIPT ENTITY NAME: MR G INTEGRITY INC. DOCUMENT TYPE: INCORPORATION (DOM. BUSINESS) COUNTY: SUFF FILED:04/20/2017 DURATION:PERPETUAL CASH#:170420010318 FILE#:170420010318 DOS ID:5123105 FILER: EXIST DATE ------ ---------- BLUMBERGEXCELSIOR CORPORATE SERVICES, INC. 04/20/2017 236 BROADWAY MENANDS, NY 12204 ADDRESS FOR PROCESS: -------------------- THE CORPORATION 24 NEIL DRIVE FARMINGVILLE, NY 11738 REGISTERED AGENT: ----------------- STOCK: 200 NPV +eii•••+i*i'•NE T 00 of* Of • • " i i •• .i Osseo 00••*i• The corporation is required to file a Biennial Statement with the Department of State every two years pursuant to Business Corporation Law Section 408. Notification that the Biennial Statement is due will only be made via email. Please go to www.email.ebiennial.dos.ny.gov to provide an email address to receive an email notification when the Biennial Statement is due. SERVICE COMPANY: BLUMBERGEXCELSIOR CORPORATE SERVICES INC. -39 SERVICE CODE: 39 FEE: 125.00 PAYMENTS 125.00 ---------- -------- FILING: 125.00 CHARGE 0.00 TAX: 0.00 DRAWDOWN 125.00 PLAIN COPY: 0.00 CERT COPY: 0.00 CERT OF EXIST: 0.00 - 198628 DOS-1025 (04/2007) Authentication Number: 1704200318 To verify the authenticity of this document you may access the Division of Corporation's Document Authentication Website at htt ://eco .doo.n ov ACKNOWLEDGEMENT COPY CERTIFICATE OF INCORPORATION OF MR G INTEGRITY INC. Under Section 402 of the Business Corporation Law I,the undersigned,a natural person of at least 18 years of age,for the purpose of forming a corporation under Section 402 of the Business Corporation Law of the State of New York hereby certify: FIRST: The name of the corporation is: MR G INTEGRITY INC. SECOND: This corporation is formed to engage in any lawful act or activity for which a corporation may be organized under the Business Corporation Law,provided that it is not formed to engage in any act or activity requiring the consent or approval of any state official, department, board, agency or other body without such consent or approval first being obtained. THIRD: The county,within this state, in which the office of the corporation is to be located is SUFFOLK. FOURTH: The total number and value of shares of common stock which the corporation shall have authority to issue is: 200 SHARES WITH NO PAR VALUE. FIFTH: The Secretary of State is designated as agent of the corporation upon whom process against it may be served.The address within or without this state to which the Secretary of State shall mail a copy of any process against the corporation served upon him or her is: THE CORPORATION 24 NEIL DRIVE FARMINGVILLE,NY 11738 SIXTH: No Director of this corporation shall be personally liable to the corporation,or its shareholders for damages for any breach of duty in such capacity,provided that this provision shall not limit the liability of any director if a judgment or other final adjudication, adverse to him, establishes that his act or omissions were in bad faith or involved intentional misconduct or a knowing violation of law or that he personally gained in fact a financial profit or other advantage,to which he was not legally entitled or that his acts violated Section 719 of the New York Business Corporation Law. SEVENTH: The holders of any of the corporation's equity shares shall be entitled to preemptive rights in accordance with the provisions of BCL section 622. DOS-12394-11 (Rev.02/12) Page 1 of 2 I certify that I have read the above statements, I am authorized to sign this Certificate of Incorporation, that the above statements are true and correct to the best of my knowledge and belief and that my signature typed below constitutes my signature. TRUDI WINTER (signature) TRUDI WINTER, INCORPORATOR BLUMBERGEXCELSIOR 236 BROADWAY MENANDS,NY 12204 Filed by: BLUMBERGEXCELSIOR CORPORATE SERVICES, INC. 236 BROADWAY MENANDS,NY 12204 BLUMBERGEXCELSIOR CORPORATE SERVICES INC. (39) DRAWDOWN CUSTOMER REF# 198628 ACKNOWLEDGEMENT COPY page 2 of 2 CERTIFICATE OF INCORPORATOR'S ACTION OF MR G INTEGRITY INC. The undersigned, being the sole incorporator of the Corporation, hereby consents, to, certifies and has taken the following action: 1. By-laws in the form annexed to this certificate are adopted as the by- Iaws of the Corporation. 2. The following persons, each of whom has previously indicated willingness to serve, are elected directors to the Corporation. PETER GROSSO IN WITNESS WHEREOF,I have subscribed this certificate on the date filed. �INV" Trudi Winter Incorporator of MR G INTEGRITY INC. Incorporated under the laws of the State of New York Prepared 4v: 515OPDP--Nee York minutes and byJaw t0015 by BlnmhergExcelslor.Inc..Pubfrsher,NYC 11241 TABLE OF CONTENTS Introduction Certificate of Incorporator's Action Certificate of Director's Action Certificate of Shareholders'Action By-Laws 1. Principal Office 1.1 Initial Location 1.2 Change of Location 1.3 Other Offices 2. Directors 2.1 Number 2.2 Qualifications 2.3 Notices 2.4 Resignation 2.5 Removal 3. Board of Directors 3.1 Regular Meetings 3.2 Special Meetings 3.3 Adjourned Meetings 3.4 Organization 3.5 Committees 3.6 Telecommunications Participation 3.7 Regulations 4. Shares and Certificates 4.1 Form of Certificates 4.2 Share Transfer Ledger 4.3 Transfer of Shares 4.4 Replacement Certificates 4.5 Record Owner to be Treated as Owner 5. Shareholders' Meetings 5.1 Annual Meeting 5.2 Special Meetings 5.3 Adjourned Meetings 5.4 Organization 5.5 Order of Business 5.6 Voting Table of Contents-i 6. Officers 6.1 Additional Officers 6.2 Seniority 6.3 Continuation in Office 6.4 Duties in General 6.5 Duties of the President 6.6 Duties of the Vice Presidents 6.7 Duties of Secretary 6.8 Duties of Treasurer 6.9 Salaries 7. Seal 7.1 Form 7.2 Use 8. Amendments 8.1 By Board Receipt of Department of State(to be affixed) Copy of Certificate of Incorporation(to be affixed) Resolution Designating Depository of Funds(to be affixed) Certificate for Shares (to be affixed) Minutes of First Meeting of Shareholders Waiver of Notice of First Meeting of Shareholders Proxy Notice to Shareholders in Accordance with Business Corporation Law Section 615 Post-Organizational Documents — Minutes of Annual Meeting of Shareholders — Waiver of Notice of Annual Meeting of Shareholders — Notice of Annual Meeting of Shareholders — Oath of Inspectors of Election — Minutes of Regular Meeting of Directors — Waiver of Notice of Regular Meeting of Directors — Minutes of Special Meeting of Directors — Waiver of Notice of Special Meeting of Directors Corporate/LLC Record Tickler Tax Supplement --- Link to IRC,forin 2553 -- Link to IRC_form 2553 instructions Table of Contents-2 INTRODUCTION Organization If directors are not named in the certificate of incorporation you may wish to have the direc- tors appointed or elected at the organization meeting.Thereafter,the meeting should proceed as a directors meeting.The following is a checklist of items to be considered at the organization meeting: 1. Presentation of certificate of incorporation, enter record of filings and publication (if latter is necessary). 2. Directors-acceptance of resignations, election of directors to serve until the first annual meeting of stockholders. 3. Adoption of by-laws. 4. Fixing ofprincipal office of corporation. 5. Election of officers and fixing compensation. 6. Approving leases and proposals for acquisition of real estate and/or assuming assets and liabilities of unincorporated business. 7. Assignment of in corpora tors subscriptions where applicable. S. Approve corporate seal, certificates and record book. 9. Adopt plan under IRC. Sec. 1244 (separate papers available from the publisher of these forms). la. Authorize issuance of stock. 11. Designate depository of funds. 12. Qualify corporation to do business in other jurisdictions. 13. Any other matter appropriate to organization of the corporation. Annual and Succeeding Minutes Additional sets of minutes are enclosed for the following: Annual Meeting of Stockholders Regular Meeting of Directors Special Meeting of Directors Introduction CERTIFICATE OF INCORPORATOR'S ACTION OF MR G INTEGRITY INC. The undersigned, being the sole incorporator ofthe Corporation, hereby consents to, certifies and has taken the following action: 1. Sy-laws in the form annexed to this certificate are adopted as the by-laws of the Corporation. 2. The following persons, each of whom has previously indicated willingness to serve, are elected directors of the Corporation: IN WITNESS WHEREOF,] have subscribed this certificate on Incorporator's Action CERTIFICATE OF DIRECTORS'ACTION OF MR G INTEGRITY INC. The undersigned,being all the directors of the Corporation,hereby adopt the following resolutions: RESOLVED, that the undersigned are willing to serve as directors and accept their appointment as such: Ye. V. c-re 5 s v RESOLVED, that the directors acknowledge that the certificate of incorporation was filed with the Department of State and that a copy of the certificate of incorporation and the filing receipt issued by the Department of State are annexed hereto. RESOLVED, that the by-laws in the form annexed to this certificate are adopted as the by-laws of the Corporation. RESOLVED,that the following are elected officers of the Corporation to serve in accordance with the by-laws: President- Pc?f-e Vice President- t}- Secretary- 1` v i,9 COS.5 c Treasurer- 64v s s r. RESOLVED,that the treasurer of the Corporation be and hereby is authorized to pay all charges and expenses incident to or arising out of the organization of the Corporation and to reimburse any person who has made any disbursement therefore. RESOLVED, that for the purpose of authorizing the Corporation to do business in any state, territory or dependency of the United States or any foreign country in which it is necessary or expedient for this Corporation to transact business, the proper officers of this Corporation are hereby authorized to appoint and substitute all necessary agents or attorneys for service of process,to designate and change the location of all necessary statutory offices and, under the corporate seal, to make and file all necessary certificates, reports,powers of attorney and other instruments as may be required by the laws of such state,territory, dependency or country to authorize the Corporation to transact business therein. RESOLVED, that the form of certificate for shares of the Corporation be in the form of specimen certificate annexed hereto. Directors'Action.-I RESOLVED, that shares of the Corporation are issued as follows: Number Name e� Consideration Q ('2 r s SG' R /Q Teo, )a t RESOLVED,that, upon receipt of payment for shares, the officers shall issue certificates repre- senting such shares and, as to common shares without par value, the amount of$1.00 per share shall be allocated to stated capital and the balance of the consideration received shall be allocated to surplus. RESOLVED,that, upon written consent of all the shareholders,the officers are authorized, but not directed,to execute and file with the Internal Revenue Service an election of the Corporation to be treated as a "small business corporation"under the provisions of Subchapter S of Chapter 1 of the Internal Revenue Code. RESOLVED,that the fiscal year of the Corporation shall end on the last day of the month of in each year. RESOLVED,that the principal office of the Corporation be established at 62Cf AeiprI b r 1ve )1fa6" PeLfV1I)ej /1,y. RESOLVED,that the Corporation open a checking account with and that the resolutions contained in the printed certificate annexed hereto be adopted as resolu- tions of this board of directors as though here fully set forth. RESOLVED,that the secretary is authorized and directed to execute, acknowledge and file in the office of the State Tax Commission a registration certificate as required by Tax Law Section 275-a. IN WITNESS WHEREOF, (1) we have subscribed this certificate on Directors'Action-2 CERTIFICATE OF SHAREHOLDERS'ACTION OF MR G INTEGRITY INC. The undersigned,being all the shareholders of the Corporation,hereby adopt the following reso- lutions: RESOLVED,that all of the acts taken and the decisions made in the Certificate of Incorporator's Action and the Certificate of Directors'Action are approved and ratified. RESOLVED,that the shareholders hereby approve,ratify and adopt the by-laws annexed to the Certificate of Incorporator's Action and the Certificate of Directors'Action as the by-laws of the Corporation. IN WITNESS WHEREOF, we have subscibed this certificate on Shareholders'Action BY-LAWS OF MR G INTEGRITY INC. Incorporated under the Business Corporation Law of the State of New York 1. PRINCIPAL OFFICE (1.1) Initial Location.The principal office of the corporation shall initially be located at (1.2) Change of Location.The board of directors may, upon reasonable written notice to all shareholders, relocate the principal office of the corporation. (1.3) Other Offices. In addition to its principal office,the corporation may have such other offices,either within or without the state of incorporation,as the board of directors may designate. 2. DIRECTORS (2.1) Number.The number of directors shall be that number as may from time to time be fixed by the board of directors,but not less than the minimum number required by law. (2.2) Qualification.No person shall serve as a director unless such person is at least 18 years of age. (2.3) Notices. Upon taking office, each director shall file with the secretary a written designation of the address that the director desires to be used for the purpose of giving notices to Wm/her. Until the director shall have effectively done so,he/she shall be deemed to have designated either the principal office of the corporation or any other address that the sender of the notice could reasonably believe to be an appropriate address.Any designated address may be redesignated by similar filing with the secretary.The secretary shall give each of the other directors prompt notice of every designation or re designation filed.The designation or re-des- ignation shall be effective three business days after the secretary's action or upon earlier receipt. Any notice to a director shall be valid if sent to either(a)the director's designated address or(b) any other address used in good faith unless it be shown that prejudice resulted from use of such other address.All notices must be in writing.Any notice -may be delivered by hand or sent by telecommunications device, by mail or by similar means. If a notice is sent by registered mail or return receipt requested, another copy shall at the same time be sent by ordinary first class mail. (2.4) Resignation.A director may resign at any time by giving notice to each of the other directors. Unless otherwise specified,the notice shall be effective immediately and accep- tance shall not be necessary to make it effective.A director need not assign cause for resigning. BY-Laxvs-1 (2.5) Removal.A director,may be removed by the shareholders without cause or by the board of directors with cause. 3. BOARD OF DIRECTORS (3.1) Regular Meetings.A regular meeting shall be held immediately after and at the same place as the annual meeting of shareholders.The board of directors may provide for other regular meetings. Notice need not be given of any regular meeting. (3.2) Special Meetings.The president or any two directors may call a special meeting upon not less than 5 business days notice to every director of the time and place of the special meeting.The special meeting notice does not have to specify the business to be transacted. (3.3) Adjourned Meetings.Whether or not a quorum is present,a majority of the directors present may adjourn any meeting to such time and place as they shall decide. Notice of any adjourned meeting need not be given.At any adjourned meeting, whether adjourned once or more, any business may be transacted that might have been transacted at the meeting of which it is an adjournment.Additional business may also be transacted if proper notice shall have been given. (3.4) Organization.The chairperson of the meeting shall be the president if taking part in the meeting or, if not, any director elected by a majority of the directors present.The secretary of the meeting shall be the secretary if taking part in the meeting or,if not, any director appoint- ed by the chairman of the meeting. (3.5) Committees.The board of directors may, by resolution passed by a majority of the full board of directors (a)designate three or more of its number to constitute an executive committee, or one or more other committees, which, so far as may be permitted by law and to the extent and in that manner provided in said resolution, shall have and may exercise,between meetings of the board of directors, the powers of the board of directors in the management of the affairs and business of the corporation, (b)at any time change the members of any such commit- tee, (c) fill vacancies in any such committee, and(d) discharge any such committee,with or with- out cause.The board of directors may provide for regular meetings of any such committee with or without notice as the board of directors may prescribe.To the extent authority of the board of directors has been delegated to any such committee, any reference in these by-laws to the board of directors shall be deemed a reference to such committee. (3. 6) Telecommunications Participation.Any one or more directors may participate in a meeting of the board or any committee by means of a conference telephone or other type of telecommunications equipment allowing persons participating in the meeting to hear each other at the same time. (3.7) Regulations.The board of directors may adopt rules and regulations, not incon- sistent with law, the certificate of incorporation or these by-laws, for the conduct of its meetings and the management of all aspects of the affairs of the corporation. By-Laws-2 4. SHARES AND CERTIFICATES (4. 1) Form of Certificates.Certificates representing shares shall be in the form determined by the board of directors.All certificates issued shall be consecutively numbered or otherwise appropriately identified. (4.2) Share Transfer Ledger.There shall be kept a share transfer ledger in which shall be entered full and accurate records including the names and addresses of all shareholders,the number of shares issued to each shareholder and the dates of issuance.All transfers of shares shall be promptly reflected in the share transfer ledger. Unless otherwise directed by the board of directors,the share transfer ledger shall be kept at the principal office of the corporation. (4.3) Transfer of Shares. Upon (a)receipt of the certificate representing the shares to be transferred,either duly endorsed or accompanied by proper evidence of succession,assign- ment or authority to transfer, (b)payment of any required transfer taxes, and (c)payment of any reasonable charge the board of directors may have established, the surrendered certificate shall be canceled and a new certificate or certificates shall be issued to the person(s) entitled to it. (4.4) Replacement Certificates. Replacement certificates will be issued at the request of the shareholder upon payment of any reasonable charge the board of directors may have established. In case of a lost, mislaid, destroyed or mutilated certificate,proof of the facts,by affidavit or otherwise, may also be required,as may be a bond or other proper indemnification for the corporation and its agents. (4.5) Record Owner to be Treated as Owner. Unless otherwise directed by a court of competent jurisdiction,the corporation shall treat the holder of record of any share as the holder in fact and accordingly shall not recognize any equitable or other claim to or interest in the shares on the part of any other persons, whether or not it shall have express or other notice of it. 5. SHAREHOLDERS'MEETINGS (5.1) Annual Meeting.The annual meeting of the shareholders shall be held on the third of each year at If the day fixed for the annual meet- ing is a Saturday, Sunday or holiday at the place it is to be held,the meeting shall be held on the following day that is not such a day. Unless otherwise stated in the notice of meeting pursuant to direction of the board of directors, the annual meeting shall be held at the principal office of the corporation. (5.2) Special Meetings.A special meeting of the shareholders may be called by any two or more directors,the president or the holders of no less than 10%of all the shares entitled to vote at the meeting. (53) Adjourned Meetings.Whether or not a quorum is present, a majority in voting power of the shareholders present in person or by proxy and entitled to vote may adjourn any meeting to a time and place as they shall decide. Notice of any adjourned meeting need not be given. By-Laws-3 At any adjourned meeting, whether adjourned once or more, any business may be transacted that might have been transacted at the meeting of which it is an adjournment.Additional business may also be transacted if proper notice shall have been given. (5.4) Organization.The president shall be chairman of the meeting.The secretary shall be secretary of the meeting. If neither the president nor any vice president is present, the shareholders shall choose a chairman of the meeting. if neither the secretary nor any assistant secretary is present,the chairman of the meeting shall appoint a secretary of the meeting. (5.5) Order of Business.The order of business shall be as determined by the chairman of the meeting,but the order may be changed by a majority in voting power of the shareholders present in person or by proxy and entitled to vote. Unless otherwise determined as aforesaid, the order shall be as follows: l. Roll call. 2. Proof of notice of meeting or waiver of notice. 3. Reading of minutes of preceding meeting. 4. Reports of officers. 5. Reports of committees. 6. Election of directors. 7. Unfinished business. 8. New business. (5.6) Voting. Upon demand of any shareholder,voting shall be by ballot, in which event each ballot shall be signed by the shareholder or his proxy and shall state the number shares voted. Otherwise, voting need not be in writing. 6. OFFICERS (6.1) Additional Officers. In addition to the president,secretary,treasurer and any other officers required by law,the corporation may have one or more vice presidents elected by the board of directors, one of whom may be designated as executive vice president.The corpora- tion may also have such other or assistant officers as may be elected by, or appointed in a manner prescribed by,the board of directors. (6.2) Seniority.The executive vice president, if there is one, shall be deemed senior to all other vice presidents. Unless otherwise determined by, or under rules prescribed by,the board of directors,seniority of any officer shall be determined by length of continuous service in that office. (6.3) Continuation in Office. Unless otherwise provided by the board of directors, every officer shall serve until death, incapacity, resignation or removal by the board of directors. Any resignation or removal shall be without prejudice to any contractual rights of the corporation or the officer. By-Laws-A (6.4) Duties in General. Subject to these by-laws, the authority and duties of all officers shall be determined by, or in the manner prescribed by, the board of directors. Except as may be specifically restricted by the board of directors, any officer may delegate any of his/her authority and duties to any subordinate officer. (6. 5) Duties of the President.The president shall be the principal executive officer of the corporation and, subject to the control of the board of directors, shall in general supervise and control all of the business and affairs of the corporation.The president may sign, with the secre- tary or any other proper officer of the corporation thereunto authorized by the board of directors, certificates for shares of the corporation, any deeds, mortgages, bonds, contracts, or other instru- ments that the board of directors has authorized to be executed,except in cases where the signing and execution shall be expressly delegated by the board of directors or by these by-laws to some other officer or agent of the corporation or shall be required by law to be otherwise signed or executed, and in general shall perform all duties incident to the office of president and such other duties as may be prescribed by the board of directors from time to time. (6.6) Duties of Vice Presidents. In the absence or incapacity of the president, the senior vice president shall perform the duties of the president and, when so acting, shall have all the powers of and be subject to all the restrictions upon the president. Each vice president shall perform any other duties as may be assigned by the president or by the board of directors. (6.7) Duties of Secretary.The secretary shall keep the minutes of the shareholders'and the directors'meetings in one or more books provided for that purpose, see that all notices are duly given in accordance with the provisions of these by-laws or as otherwise required, be custo- dian of the corporate records and of the seal of the corporation, beep a register of the post office addresses of each shareholder,have general charge of the share transfer books of the corporation, and in general perform all duties incident to the office of secretary and other duties as may be assigned by the president or by the board of directors. (6.8) Duties of Treasurer. If required by the board of directors,the treasurer shall give a bond for the faithful discharge of his/her duties in a sum and with any surety or sureties as the board of directors shall determine.The treasurer shall have charge and custody of and be respon- sible for all funds and securities of the corporation, receive and give receipts for monies due and payable to the corporation from any source whatsoever, and deposit all such monies in the name of the corporation in the banks,trust companies or other depositories as shall be selected in accordance with these by-laws, and in general perform all the duties incident to the office of treasurer and such other duties as may be assigned by the president or the board of directors. (6.9) Salaries.No officer shall receive any salary unless provided or authorized by the board of directors. No officer shall be prevented from receiving a salary by reason of the fact that he/she is a director. By-Laws-5 7. SEAL (7.1) Form.The seal of the corporation shall be in the form impressed in the margin. (7.2) Use.The seal may be used by causing it to be impressed directly on the instrument or writing to be sealed, or upon an adhesive substance annexed.The seal on certificates for shares or other documents may be a facsimile, engraved or imprinted. 8. AMENDMENTS (8.1) By Board.These by-laws may be amended or repealed by the board of directors. By-Laws-6 RECEIPT OF DEPARTMENT OF STATE COPY OF CERTIFICATE OF INCORPORATION RESOLUTION DESIGNATING DEPOSITORY OF FUNDS CERTIFICATE FOR SHARES MINUTES OF FIRST MEETING OF SHAREHOLDERS OF MR G INTEGRITY INC. The first meeting of the shareholders was held at on The meeting was duly called to order by the president who stated the object of the meeting. The secretary then read the roll of the shareholders as they appear in the share record book of the corporation and reported that a quorum of the shareholders was present. The secretary then read a waiver of notice of meeting signed by all the shareholders and on motion duly,made, seconded and carried it was ordered that the said waiver be appended to the minutes of this meeting. The president then asked the secretary to read the Certificate of Incorporator's Action and the Certificate of Directors'Action. On motion duly made, seconded and unanimously carried the following resolution was adopted: WHEREAS, the Certificate of Incorporator's Action and the Certificate of Directors'Action have been read to this meeting, and WHEREAS,in the Certificate of Incorporator's Action and the Certificate of Directors'Action bylaws were adopted, it is RESOLVED that this meeting hereby approves, ratifies and adopts the said by-laws as the by- laws of the corporation, and it is FURTHER RESOLVED that all of the acts taken and the decisions made in the Certificate of Incorporator's Action and the Certificate of Directors'Action are approved and ratified, and it is FURTHER RESOLVED,that the signing of these minutes shall constitute frill ratification thereof and waiver of notice of the meeting by the signatories. Organization-1 There being no further business,the meeting was adjourned. Dated ►�l��~O1 7 � -zs Secretary The following is appended hereto: Waiver of notice of meeting. Organization-2 WAIVER OF NOTICE OF FIRST MEETING OF SHAREHOLDERS OF MR G INTEGRITY INC. We,the undersigned being all of the shareholders of the above corporation, hereby agree and consent that the first meeting of the shareholders be held on the date and at the time and place stated below for the purpose of electing officers and the transaction thereat of all such other business as may lawfully come before said meeting and hereby waive all notice of the meeting and of any adjournment thereof. Place of meeting: N e lq'-v z--.a-4", �5'lk; t� h,,v ry Date of meeting: 4-1(a`j" /f 7 Time of meeting: Dated Organization-3 PROXY The undersigned appoints or any one or more of them, with power of substitution, proxies of the undersigned, to vote, as specified, and in their discretion with respect to any other business properly brought before the meeting, all shares of MR G INTEGRITY INC. which the undersigned is entitled to vote at the Annual Meeting of Shareholders of said corpora- tion to be held on and at any adjournment thereof. 1. Election of Directors For Against Abstain ® 0 0 ® 0 0 ® 0 0 Q 2.Appointment of as the independent auditors of the corporation for the present fiscal year. For 0 Against ® Abstain 0 [3. l For ® Against ® Abstain 0 The shares represented by this Proxy will be voted as specified. if no specification is made, this Proxy will be voted For all the nominees and For all other proposals.This proxy is being solicited by the Board of Directors of the corporation. Dated (number of shares owned) (Joint owners each must sign. When signing as attorney,trustee, administrator, executor or guardian,please give your title as such.) NOTICE TO SHAREHOLDERS IN ACCORDANCE WITH BUSINESS CORPORATION LAW SECTION 615 To the following shareholders of MR G INTEGRITY INC. Please take notice that the following action was taken by the shareholders with less than unani- mous written consent of the shareholders in accordance with Business Corporation Law Section 615: Dated '� Secretary MINUTES OF ANNUAL MEETING OF SHAREHOLDERS of MR G INTEGRITY INC. The annual meeting of the shareholders of the corporation was held at I R f� on 4,. ) rr j? at M. The meeting was called to order by Pe;ev C--rosu) the of the corporation. The secretary then reported that the meeting had been called pursuant to a notice of meet- ing and/or waiver of notice thereof in accordance with the by-laws. It was ordered that a copy of the notice and waiver of notice be appended to the minutes of the meeting. The secretary then read the roll of shareholders from the stock transfer ledger.The following shareholders were present in person or by proxy: Shareholder Shares In Person B Proxy roxy The chairman stated that a majority of the total number of shares issued and outstanding was represented and that the meeting was complete and ready to transact any business before it. It was ordered that proxies be appended to the minutes of the meeting. Post-Urgani�auon-i The president then gave a general report of The business and finances of the corporation and the secretary reported the following changes of shareholders since the last such report: The chairman then stated that the election of directors of the corporation was now in order.The following were nominated as directors: The chairman appointed and as Inspectors of Election and they subscribed and verified their oath of office.The oaths of the Inspectors were appended to the minutes of the meeting.A ballot was taken,the vote was canvassed and the Inspectors of Election reported the following votes cast for directors of the corporation. Nominee Number of Votes The chairman declared the following nominees duly elected directors of the corporation to serve until the next annual meeting of shareholders or until their successors are elected and shall qualify: The following action was taken at the meeting: Post-OrKaniznsian-? There being no further business,the meeting was, on motion, adjourned. Dated Secretary INSPECTORS REPORT We the undersigned Inspectors of Election,having faithfully and impartially conducted the election of directors, did receive the votes of the shareholders as set forth in these minutes. Dated Inspector f Bkection Inspector of Election RATIFICATION We, the undersigned shareholders, or assignees thereof, have read these minutes and do hereby approve, ratify and confirm all business transacted as reported herein. The following have been appended to the minutes: Waiver of Notice Notice of Meeting and Affidavit of Mailing Proxy(ies) Oath of Inspectors of Election Post-Organization-3 COn tne�r�d c;f- J ii e- 9, 2,, NY I05-mmg:un aml Sale I)red mill Covenant agamsl Grained Acts Individual or Corporation(Singly Sheet I(Whitt 80021 t'ONSllla'YOUR LAWYEIR HE' ORE SIGNING THIS INSTRt NIENT-THIS INSTRUQIENTS110111.D HE 11.SE1)BY LAWYERS ONLY THIS INDENTilRE,nsade(he Yth d:tv of,Jude in the year 2021 BETWEEN DIANE E.LESSARD,residing;at 4505 Main Road,Laurel,New Yolk 11948 party ol'the first part.and FA�'J►f Vt��Q MR.G INTEGRITY,INC.,doing;business at 24 Neil Drive,Farniiiiglil-In,New York 11738 party ol•(he second part. Wfl?NF.titiF;I'fl,Ihal Ihr p:u•q'of the fihsl part in considcr:uion ol'Tcn Dollars:rid other valuable cunsitler:uiun paid by the puny of the second part.dues herehy gr:uu and release unlu the party of Ihr second earl.Ilse heirs or successors and ns>igIts ill' the party ul'the Nccnnd part forever. ALL(hat cerlain plot.piece or pucel of land,with the buildings and improvements thelvon erected,sittrlle,lying and being in(he 1-lanilet of Maltituck Town of Southold,County of Suffolk,State of New York and further described at Schedule A attached hereto and made a part hereof. Being;and intended to be the same premises conveyed to the party of the first part by deed dated July 2, 1992 and recorded in the Office of the Clerk of the County of'Suffolk on JUly 2, 1992 under Liber 11494 of deeds at page 319. I TOGETHER with all right,title mitt interest.if any.of the party ol'Ihe first part of,in and to:illy streels anti roads ahuUing the :shove-described premises to the center lines lhercol':TOGETHER with the appurtenwices and all the estate and rights of'the pally of Ihr first p:u'1 in and to said prensises:TO HAVE AND TO HOLD the premises herein granted un(o the party tut'Ihr second parr.the ht•il:e Or suct:assors and assigns ol'the party ol'Ilie second pail forever. AND the pvty of Ihr first pail covenants that the party of the first part has not done or sullcrnd anything Wherehy Ihr said premises have been incunibered in anv way whalever,except as.aforesaid. AND(he party of Ihr first part.in compliance Willi Section Li of the Lien Law.covenants that the party of the lit'st part will receive the consideration fur This conveyance and will hold(he right to receive such consideration as a Irusl I'und Its he applied fig:Nt for Ihr.purpose of paying(lie cost of the inipruvenienl and will apply the sane first to the pitymrnt of Ihr cost oh the intpruventunl hCfrrC using:illy part of the total of(he sane fur any other purpose. The word"party"skill he cons(rued as il'it re:ul a-panies"whenever the sense ul'this inden(ure so requires. IN WITNEtiff WHEREOF.the parry of Ihr Iil-NI part has duly executed this(Iced Ihr day:ultl vc:u'tits(:shove written. IN I'ItI?tit?N('1{OF: �`��""I •`-� Diane E.Lessard Generated by REScheck-Web Software Compliance Certificate ® EC EgWE Project 405 Mayflower Rd MAR' 3 2022 Energy Code: 2018 IECC BUILDING DEPT. Location: Mattituck, New York TOWN OF SOUTHOLD Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 405 Mayflower Rd Pete Grosso Curtis Taufman Mattituck, New York 11952 405 Mayflower Rd Curtis Design Group Mattituck, New York 11952 1835 Walt Whitman Rd 631-365-3271 Melville, New York 11747 yourguypete@gmail.com 516-427-1602 Curtisdesigngroup@verizon.net 'Compliance: Passes using UA trade-off Compliance: 3.9%Better Than Code Maximum UA: 77 Your UA: 74 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered In the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop- Req. Perimeter DINING CEILING: Flat Ceiling or Scissor Truss 336 19.0 0.0 0.051 0.026 17 9 DINING Wall:Wood Frame, 16"o.c. 426 15.0 3.0 0.061 0.060 20 19 Door7868: Glass Door(over 50%glazing) 51 0.270 0.320 14 16 SHGC: 0.29 (5)DH2O39:Wood Frame 38 0.270 0.320 10 12 SHGC: 0.29 (2)DH2O39:Wood Frame 15 0.270 0.320 4 5 SHGC: 0.29 UNFINISHED BASEMENT Floor:All-Wood joist/Truss 336 38.0 0.0 0.026 0.047 9 16 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has b meet a 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requir (t check Inspection Checklist. 14 o� 14111,11 Name-Title Signature Date S'Tq No. 028a5�OQ'� F Project Title: 405 Mayflower Rd Report date: 02/11/22 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified. Field Verified # Pre-Inspection/Plan Review: Complies? 'Comments/Assumption's &Reci.ID Value Value 103.1, ;Construction drawings and ❑Complies ; 103.2 :documentation demonstrate ❑Does Not [PR1]1 :.energy code compliance for the CO) :building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, :Construction drawings and ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 Nighting and mechanical systems. ;` ❑Not Observable Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1,. i Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 sized 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 iapproved by the code official. ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 405 Mayflower Rd Report date: 02/11/22 Data filename: Page 2 of 9 Section. .. # Foundation-Inspection. Complies? _Comments/Assumptions Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ElDoes Not U ;and extends a minimum of 6 in. below grade. ,❑Not Observable ❑Not Applicable ; 403.9 Snow-and ice-melting system controls;❑Complies [FOT2]2. installed. ;❑Does Not V # :❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 405 Mayflower Rd Report date: 02/11/22 Data filename: Page 3 of 9 Section Plaris Verified Field Verified` # Framing/Rough-ln:Inspecfion Complies? Comments/Assumptions` &-Req.ID _;Value•' Value 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 ; ❑Not Observable [FR2]1 ; ; ;❑Not Applicable ; U 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not ;with the NFRC test procedure or y' ❑Not Observable ; ;taken from the default table. ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 ;installed per manufacturer's ❑Does Not u ;instructions. ❑Not Observable IE]Not Applicable 402.4.3 :Fenestration that is not site built ❑Complies [FR20]1 !is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 . „ []Not Observable or has infiltration rates per NFRC ❑Not Applicable ,400 that do not exceed code PP limits. 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 {sealed at housing/interior finish []Does Not ;land labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. []Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not U >= 3 inches in diameter and >_ : []Not Observable ' ,R-6 where<3 inches.Supply and ❑Not Applicable return ducts in other portions of ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 :for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 :boxes are sealed with ;: ❑Does Not v ;joints/seams compliant with ❑Not Observable ;International Mechanical Code or ;. International Residential Code,as ❑Not Applicable ; applicable. 403.3:5 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. []Does Not ❑Not Observable [Not Applicable 403.3.6(1, Ducts partially or completely ❑Complies 2), buried in ceiling insulation have ❑Does Not [FR26]3 an insulation R-value not less ^per than R-8,the sum of the ceiling ❑Not Observable insulation R-value against and ❑Not Applicable ; above the top of the duct,and against and below the bottom of a i the duct, is>=than R-19, excluding the R-value of the duct insulation. 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 405 Mayflower Rd Report date: 02/11/22 Data filename: Page 4 of 9 PSeStion Plans Verified : Field Verified, # ; Framing/Rough-In.inspection Complies? Comments/Assumptions` &.Req.ID Value' Value 403.3.7 Ducts declared to be within the k. ❑Complies [FR28]3 conditioned space are either 1) „< ❑Does Not completely within the continuous air barrier and within the building ? « ❑Not Observable thermal envelope, 2) buried ❑Not Applicable ; within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling insulation R-value installed ' against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the 403.4 HVAC piping conveying fluids R- ; R- ❑Complies [FR.17]2 ?above 105 4F or chilled fluids ;❑Does Not d below 55°F are insulated to?R- v r3 ;❑Not Observable ❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies [FR2411 :piping. ❑Does Not U ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 zR-3. ;❑Does Not V ; ;❑Not Observable 3 ;❑Not Applicable 403.6 Automatic or gravity dampers are ;'' . ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ' } ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 405 Mayflower Rd Report date: 02/11/22 Data filename: Page 5 of 9 "Section Plans Verifieiil Field Verified. # Inswlation Inspection '`.' Complies? Comments/Assumptions &Req.ID Value•;:..t. : !Value . . 303.1 All installed insulation is labeled .a $ `` ; ;,` ❑Complies ; [IN13].2 or the installed R-values ❑Does Not ; provided. V -7 4,, ❑Not Observable I ❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E 1 ;El Wood ,'❑ Wood ;❑Does Not table for values. [IN1]1 ; ❑ Steel ;❑ Steel ;❑Not Observable ; U ; ❑Not Applicable , 303.2, :Floor insulation installed per ❑Complies ; 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 ❑Not Applicable ; ;contact with the top side of .sheathing,or continuous ;insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing t ` members. 402.1.1, ;Wall insulation R-value.If this is a:' R- ;y R- h ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least Y2 of the ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ❑ Mass ;❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ; :requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 7777777777 303.2 :Wall insulation is installed per ❑Complies (IN4]1 manufacturer's instructions. ° ❑Does Not []Not Observable } ;[]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 405 Mayflower Rd Report date: 02/11/22 Data filename: Page 6 of 9 P Plans Verified`.. Field. Verified Section, # Final lns ection'Provisions Complies? Comments/Assumptions., & Req:ID. Value,' Value. Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable [ll]l ;❑Not Applicable 303.1.1.1, ,Ceiling insulation installed per ❑Complies ; 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every ;❑Not Observable 300 ft .z `5 ❑Not Applicable ; 402.2.3' Vented attics with air permeable ;❑Complies [FI22]2 �insulation include baffle adjacent . y ",`'` ❑Does Not �to soffit and eave vents that .,::r; , ; r ❑Not Observable • ,extends over insulation. :�°",: ,•- , ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- I❑Complies ; [FI3]1 insulation>_R-value of the 1 ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies ; [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. :❑Not Observable ❑Not Applicable 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F[27]1 :determine air leakage with 1 ftz ftz ;❑Does Not ;either: Rough-in test:Total ;leakage measured with a ; :❑Not Observable :pressure differential of 0.1 inch ;❑Not Applicable {w.g.across the system including :the manufacturer's air handler 1 ;enclosure if installed at time of ; ;test. Postconstruction test:Total :leakage measured with a pressure differential of 0.1 inch j ;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 ; [FI4]1 :cfm/100 ft2 across the system or 1 ftz ftz ;❑Does Not <=3 cfm/100 ft2 without air ; ,handler @ 25 Pa.For rough-in C]Not Observable :tests,verification may need to ,❑Not Applicable ;occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated []Complies ; (FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable ; '403.1.1 Programmable thermostats ❑Complies [FI9]� installed for control of primary ❑Does Not heating and cooling systems and 1 initially set by manufacturer to ❑Not Observable , ;code specifications. F` ❑Not Applicable ; 4: 403.1',2 Heat pump thermostat installed []Complies [FI10]2' ;on heat pumps. ❑Does Not []Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ; [FI11]? ,systems have automatic or .j<` e'" []Does Not accessible manual controls. []Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 . Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 405 Mayflower Rd Report date: 02/11/22 Data filename: Page 7 of 9 Section Plans Verified `':Field Verified. # Final'Inspection Provisions . Complies? Comments/Assumptions__ Value ��value 4 03 6 03. :1 fans not part All mechanical ventilation system ":' ❑ Complies of tested and listed =_ ❑Does Not HVAC equipment meet efficacy #and air flow limits per Table El Not Observable I R403.6.1, ❑Not Applicable ; ,4,03r2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ;' ''r ` °°"'❑Does Not systems have outdoor setback {control to lower boiler water ❑Not Observable stemperature based on outdoor j'' p . ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems ❑Complies ; [FI28]2 • .#have a circulation pump.The % =as:>`°` ❑Does Not a 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 for hot water demand within the occupancy.Controls automatically turn off the pump ; ;when water is in circulation loop y is at set-point temperature and no demand for hot water exists. - 403._5J'.2 I Electric heat trace systems `"` '"` "_''❑Complies [F129]?' comply with IEEE 515.1 or UL []Does Not f 515.Controls automatically ❑Not Observable adjust the energy input to the i heat tracing to maintain the []Not Applicable $desired water temperature in the i` 3 piping 403.5.2 .i Demand recirculation water • ❑Complies [F130]2systems have controls that ❑Does Not manage operation of the pump Viand limit the temperature of the `"❑Not Observable water entering the cold water ` `- ❑Not Applicable ; i, piping to<= 1049F. ; 403.5,.4. i Drain water heat recovery units ❑Complies [FI31]2" tested in accordance with CSA ❑Does Not }B55.1. Potable water-side pressure loss of drain water heat ' ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one ,. ..: '• ... J: ; or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for ; individual units connected to three or more showers. ] 404.1 ;90%or more of permanent ❑Complies ; [F1611 :fixtures have high efficacy lamps. .` a ; ':; ❑Does Not []Not Observable ❑Not Applicable 404'.17.1 Fuel gas lighting systems have ❑Complies [FI2373 no continuous pilot light. ❑Does Not ;. ❑Not Observable ❑Not Applicable 401:3 Compliance certificate posted. ❑Complies ; .[F17]2 # ❑Does Not • � .',_', a ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: 405 Mayflower Rd Report date: 02/11/22 Data filename: Page 8 of 9 Section, Plans Verified': Field Verifieil.. # Final Inspection Provi'sions:,., Complies? Comments/Assumptions; Value.°; Value &.Re '.ID 303:3 Manufacturer manuals for ❑Complies (EI18)3 mechanical and water heating . El Not systems have been provided. - - ❑Not Observable i' a❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 405 Mayflower Rd Report date: 02/11/22 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling /Roof 19.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.27 0.29 Door 0.27 0.29 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments RJEDESI-01 JCUBILLOS ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYY1) �.� 11/10/2021 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(les)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 CA TACT The Robert C.Mangl Agency Inc. (A//CNr o,Ext):(516)294-1072 FAX No):(516)294-1764 950 Franklin Ave.STE 100 Garden City,NY 11530 E-rpAlL .service@contractorsinsurance.org INSURERS AFFORDING COVERAGE NAIC# INSURER A:UTICA FIRST INSURANCE COMPANY 15326 INSURED INSURER B:NORGUARD INSURANCE COMPANY 31470 REMODEL ROB GO TO GUY LLC INSURER C:SHELTERPOINT LIFE INSURANCE 81434 630 HAWKINS RD INSURER D: Selden,NY 11784 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 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. INSR ADDL SUBR POLICY EFF POLICY EXP T TYPE OF INSURANCE D POLICY NUMBER p D LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 NTED CLAIMS-MADE [X]OCCUR ART508769505 6/2412021 6/24/2022 PRAISES .xcurr $ 50,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JE� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY EOMBc d.n SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS E BODILY INJURY Per accident $ AUT D ONLY AUTO ONLY PROPERTY AMAGE Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE DED I I RETENTION$ $ rB WORKERS COMPENSATION X PER T OTH- AND EMPLOYERS'LIABILITY REWC203303 3127/2021 3/27/2022 ER 100,000 ANY PROPRIETOR/PARTNER/EXECU I IVE Y/NN/AE.L.EACH ACCIDENT $ MandatoryInNH)EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 100 000 eIf yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Disability D549151 1/23/2021 1/22/2022 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101.Additional Remarks Schedule,may be attached ff more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 405 MAYFLOWER 405 MAYFLOWER CK,NY ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Ole 4 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 17'-9" 3'-11 1/4" 4'-5 1/4" 4'-5 1/4" 3'-11 1/4" •y ,o, � - -�(2)256 BEAM I I � o I I I ih _@) (2)2X6 BEAM - - - - - WOOD DECK 0 4X4 POSTS ON 5/4X6 DECKING DINING ROOM X= ASSUMED c, I "' D 12"X36"D o 0 o P.C.FOOTING I X. OPEN DECK (2)2X8 BEAM HT: 8"ABOVE GRADE 0 w I � a w o i _ _ _ _•/,o, � (2)2X8 BEAM J. I � II � EX. DH f'34 I 2X6 LEDGER BOLTED EX. Z6X68 CL. EX. BEDROOM 2 L. UNFINISHED BASEMENT REAR DECK PLAN REAR FOOTING AND FRAMING PLAN TFp? y�T o X6 WOOD DECKING 2X6 BOX U �2 (2)2X6 BEAM ON ASSUMED SiT2%36°0 P .FOOTIN �0. 02895) Q� �rFOF NEVI�O 'I L:_ J PROPERTY AT: 405 MAYFLOWER RD, MATTITUCK, NY 11952 DECK SECTION THROUGH G _ TAX SECTION 107 BLOCK 8 LOT 2 1 REVISION BY ZONING NOTES SECTION 107 BLOCK 8 LOT 21 PROVIDE REQUIRED (RESIDENCE 40) MIN. HEIGHTS 1 STORY/17.1 FT 2-1 STORY/35FT 15,632.6 FT 40,000 FT 11 MIN. AREA (EXISTING NOT TO CHANGE) MAX. LOT AREA OCCUPIED 11953.2+580.8=2,534/15,362.6 = 20.0 % 16.4 % 0 N � IFT N I M FRONT YARD 40 50 FT 1 w (EXISTING NOT TO CHANGE) } CO co SIDE YARD EXISTING NOT TO CHANGE)12.2 FT 15 FT �P��'CURB n- W M ( pE BOCK z Q o LO SIDE YARD(AGGREGATE) 44.1 FT 35 FT NDSGA 1 Q y z LO REAR YARD 69.2 FT 50 FT 1 D- z w Q > � ACCESSORY BUILDING 18FT H.T/4.2FT SETBACK 18FT H.T/5FT SETBACK / NE pR��EwA� v � DUE S�0 1 i C�Rg 1 OC OCCUPANCY OR E N�Wp�( SCIN? g`- � i FENG �-� oR D USE IS UNLAWFULMAINTAIN �Po� SPNP AS HOTEDi OC P SAE? 1 APPROVED �. GARAGE S, � DATE: B.P.#. S� WITHOUT CERTEI ECATF � FEE: BY:_ OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT / Z 765-1802 8 AM TO 4 PM FOR THE v FOLLOWING INSPECTIONS: '� U) GE �� X\ 1. FOUNDATION - TWO REQUIRED C/) FOR POURED CONCRETE COMPLY WITH ALL CODES OF 2. ROUGH - FRAMING & PLUMBING 3. INSULATION NEW YORK STATE & TOWN CODES OF ANDCONDITIONS 4. FINAL - CONSTRUCTIO14 MUST AS REQUIRED A , qU BE COMPLETE FOR C.O. ' • G AL CONSTRUCTION SHALL MEET THE SOUTHOLD TM IN ZBA 1 9? L N UNK FENCE �J g •� � �', ;:'��� REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TO�TI PLANNING EOP,RD YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOV4,a TRUSTEES DESIGN OR CONSTRUCTION ERRORS. N.Y.S.DEC N N 11� s F o 02861 z RETAIN STORM WATER RUNOFF '` tiddielonrA• PURSUANT TO CHAPTER 236 ccrtl.tOation 6 0 2 , v a) • OF THE TOWN CODE. ' `s' C J � � = � 6.0 L- RS O t;'1 cierlor lighting O -� o Q E ti Op O X SCOOP tnstalled,replaced or x X. WO E M ' Q- -,l d rhall conform �' 1 t o pECK 2 .0 1 �, p 1-- of rn to Chapter 172 the Town Code �, / � aid CD 0 7 = =) 0 0 1 V U r ir rid F tasting rclmdo 1 N N -7' PLUMBER CERTIFICATION t FEO� • / '� 11 �1NK 56.9 2 ON LEAD CONTENT BEFORE CNLO CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER , 36 V SUPPLY SYSTEM CANNOT '�J A�C _ • J Z EXCEED 2110 OF 1% LEAD. p00� 0� GPS UN1� ER�egO \ Y X uNQ P� h1 GRC0� R EQ W�REs 03.5 p NKS p00Q � U g -� �? �D1RE �- z z ~ 6 z 0 Q Q V 0 (n w 0 1 . The area around the pool must have lockable gates and complete � 5 ' w ER ANWA g Q w Q P g p C D , 4 Low 32 8 w I" � fence/railing surround to prevent unsupervised access to the pool in A G� W W Q w accordance with IRC 2C20 R326.6 Barrier requirements. x FRPME of FEN 0 —' CD o 2. The pool must have a disconnect and GFI circuit to the pool um 0 o SN�p, S�o��P —' p P pump 10.1 2 O � 0 w >- and all accessories (show pump location). 1 0 O I.— U 2 3. All stairs and railings/guard rails must meet 2020 IRC Section 311 .7. w <( Lo r' Chapter � I— w ~ � Pool safety will meet ci I requibments of 2020 IRC Chapt z Z w . Swimming Pools Section E4201 General. MAINTAIN ONE STORY 0 04. The pool, alarms and all accessories will be Installed in compliance z z z with The State Uniform Fire Prevention and Building Code (the < Q g F— w "Uniform Code") and safety barriers. Any deviation from the code will z_ Z_ Z a. and brought into compliance b the owner. MAINTAIN INTERIOR ANTERATI0Nbe remedied g p y Date: 10/28/21 Scale: NOTED represent an accurate dimensional representation of existing conditions. Drawn: S.Y These drawings ep p g yob: The Architect or his representative(s) made a visual inspection of the premise only. SITE PLAN Sheet No destructive investigations were made as to the existing construction. SCALE: 1 " - 10'-0" of 7 S heets LEGEND TAX SECTION 107 BLOCK 8 LOT 2 1 REVISION BY scM SMOKE/ CARBON MONOXIDE DETECTOR y TOILET EXHAUST 50CFM CONSTRUCTION LEGEND EXTERIOR WALL LL '—� EXIST FOUNDATION 8"P.0 _ J N LO 2x4 16"@ RI INS.2"GWB _ M W � W ao NEW EXTERIOR WALL �,Lj F- Z FOUNDATION 8"P.0 LO EX. EXTERIOR WALL W -W-I 2 2x4 WALLS 16"@ z"GWB,ALL Q � CID EXTERIOR WALLS TO BE INSULATED W Z v W/R-15 NEW EXTERIOR WALL Q Q Q _____ 2x4 WALLS 16"@ 2'GWB,ALL V EXTERIOR WALLS TO BE INSULATED W/R-15 NEW EXTERIOR WALL 2x6 WALLS; 16"@ 2'GWB,ALL EXTERIOR WALLS TO BE INSULATED W/R-21 EX. INTERIOR WALL4711 2X4 16"@ 2"GWB BOTH SIDES NEW INTERIOR WALL 2X4 16"@ GWB BOTH SIDES 1 NEW INTERIOR WALL 2X4 16"@(2)5/8"GWB BOTH SIDES \l) EX. PLUMBING WALL (2)2X4 16"@ 2"DAOLD RESISTANT GWB AND TILE NEW PLUMBING WALL Ap (2)2X4 16"@ 'PAOLD RESISTANT GWB AND TILE - Z ujQco \STq�0- 02BBbN pQ� 1 F -FN- 19'-1 1/2- 19'-5 1/2- - HOP 10 a I I J N L C I 2X6 RR I I� p C( L.� > I N o I I I 16" O.C. I v C3 II �• r@ r Q CU _ N I I N � { I Li .� > I I— CD Z o Cn Cn �o � I UNFINISHED BASEMENTcn , U) � -a LO 301.21 sq. ft. EX. DECK W DININq ROOM i CEILING HEIGHTS: 6'-5" 319.44 sq. ft. II CEILING HEI HTS: 7'-10" I I ,s I (INSTALL WOOD FL ORING AND REPAINT II ) II I I I N LO 36' 12' 1'-10 1/2' 9'-11" 2'-11" 7'-9 1/2" I� I I� LO 15 DOWELLS 15 DO _ I r r SECURED TO 2'_7 1/2" SECURE To I FLAT CEIL NG STARTS HOP 2°1° HOP 2E1° f-EXIST. FND ,r IXIST. FND I IX. DH 21D34 IX. DH 21034 I I Ex 26& J (2)2X10 BEAM (2)2X10 I�VL BEAM O Z C�. c�. I O M EX. BEDROOM 2 �� I o F- UP 99.99 sq. ft. 2'-11" Z z IX. BASEMEN ENTRANCE (INSTALL WOOD FLOORING "i FLAT CEIL NG STARTS z O Q r I /� EX. BEDROOM CL. � AND REPAINT) O i n Q z 24-9 CHIMENr 21'-9 1/2" 140.80 sq. ft. W w �n EX. HVAC W (INSTALL WOOD FLOORING AND REPAINT) Z En ~ Z V 0 UNIT OIL ` w � EX. I ITC H E N � H CE. " 7'-1 1 2" fi'-7 1 2 6'-6 1 2" fi'-10 3 4 9'-fi" SC fto - 556. 8 sq. ft. (..LI X sc CEILING H GHTS: 10'- " �— W6'-8 1/4 / / / 7' / rr nn 2X� X WOOD FLOORING .__I V -$- - - -$- (3)2X8 BEAM --9- - - --9- --- - -A-- - - - - - - - - - - -� pe TO HT. UNDER 6'-0" N ATTIC ACCESS-IAELWAY WOOD FLOOR M i (INSTALL WOOD FL ORING AND REPAINT) Q 0 N i CLOSET "D sc 2 GWB CEILING I �"�� (REMODEL CABIN SAND P.FIXTURES) Qf WLL o C L. L— CEILING HEIGHTS: 8'-0' i 40.Top DEEP CAB O — = Q EX. UNFINISHED BASEMENT X o AEP _ �- �� N _ 1227.59 sq. ft. N = so � „ co ELECT. FlREPLACE HEATER SC o LL X f CEILING HEIGHTS: 6-8 w NO VENT REQUIRE G O WINE REF SINK DISHWASHER W W Q w SHOWER �-- Z W d- � Q= Z � N 110 W 00 Q FLAT CEILING STARTS Z Z Z EX. BEDROOM 3 w ELECT. SO — — — o 161.55 sq. ft. BATHROOM k HOOD I Fa— Fa— W WATER (INSTALL WOOD FLOORING AND REPAINT) 57.02 sq. ft. METER BATH11JD z z z a. IX REF O 3°X6, . H.W W.H. 8'-�" DH 2103' DH 210.4 < < 0 27'-2 1/2" IX. DH PY IX, DH EX. STOOP Date: 10/28/21 GLAZED/TEMPER 22'-1 1/2" 33' 16'-3 1/2" 5-9" FROSTED Scale: NOTED � Q Drawn: S.Y EXISTING CELLAR FLOOR PLAN Job: MAINTAIN FIRST FLOOR PLAN �`'''+ 2 Sheet 2 of 7 Sheets REVISION BY _j I.— U_ 04 LO : rm - W 12 00 Cf) C000 W W -J Lo Z (0 < z LO LU - z f V LL 0 (5)DH 2V F- 7D LL_ LL_ Lij LLJ _j 3: co U) REAR ELEVATION 06 IN 12 LLJ _0" An- H - - - < I;. TAA L-Li - ROOF PITCH I C) 2X6 oxo o 9� RR 16 O.C. < C/-) HURRICANE CLIPS'XND rTlCIO RIDGE STRAPPING(TYP)- =D =D CD LC) L0 LLJ m 0 N C Co > 2 < E @ C)- :3 T C: Cu 7 .2) E o 4-- L_ /0 co =3Cu > CCD Cu Cn LO E CY) a) 00 0 Jul I (2)DH ;°r LO {. 4 M :. J O j7. 7 > z ( 3 SCALE: 1/4" = 1'-0" 0- � O Z F- Z 0 < Q ° Fn W w (D< < W X < W F_ W 1- 1 FI I I I 0 W I JTY 11 jyj 0 < I I U2 < Lo W W 0 ROOF PLAN Z W z 0 Q Z Z Z < < (2)DH 2PY (2)DH PP w z z z a- TEMPERED GLAS! < < < SLIDING DOOR 0 7X 5 Date: 10/28/21 Scale: NOTED LEFT SIDE ELEVATION Drawn: S.y Job: Sheet 3 of 7 Sheets REVISION BY CONTINUOUS FLASHING EX. 2X8 RIDGE 2X8 RIDGE 2X8 LEDGER BOLTED CONT. RIDGE VENT RIDGE ROOF CONT. RIDGE VENT 2X8 RIDGE 2X6 ROOF RAFTER 16"@ 2" PLYWOOD SHEATHING EX. ROOFING F- N L, 15LB ROOFING FELT W 35 YEARS ARCHITECTURE SHINGLES W ; CO ICE+WATER SHIELD (3 MIN) Z 2X6 CT 16 0.C. w INSTALL EVES/VALLEYS/EDGES z a ~ o Q > � HURRICANE CLIPS (2)2X10 LVL BEAM U 0 9 99 DINING ROOM CN CHEf� 1 7 ' _ + 15 — 6 CD o WALL °° 2X4 STUDS 16"@ � r R-15 INS, 2 PLYWOOD TYVEK WRAP R-3 RIGID INS, SIDING 2X12 FJ 16" O.C. 2X10 FJ 161, O.C. �5S An C�/ TA T FOOTINGTYP UNFINISHED BASEMENT UNFINISHED BASEMENT (0 8" THICK P.C. FDN WALL ON 12"HX16"W f S� tia O-)g"-)°' ¢� FTGS 3' MIN BELOW RTF�F IN GRADE W/2X4KEY W/CONTIN 3#5 REINF. @TOP&BOTTOM. a) EXTERIOR DAMP PROOFING v �' BELOW GRADE BEHIND FILL N 4" P.0 W/6X6X10W.M.M o Q cU > E REINF. SLAB ON V.B OVER 4" (� += Q GRAVEL BED ON UNDISTURBED CD aD o SOIL OR COMPACTED FILL. W/CONTIN. o Cc):)2"PERIM. EXP. JOINT FILLER SEALANT v, F- �, 2Lj) M N U U � SECTION A-A � LO O L J Z 24-2" / 2X6 RIDGE RIDGE O 4'-3 1 2 5-9 1 2 7-2 1 2 6'-2" Y CONT. RIDGE VENT O (� �Q �Q3 �( ROOF I- (2)2X12 BEAM -—- - ` 2X6 ROOF RAFTER 16"@ S `L� O N 4X4 POSTS N ov 2" PLYWOOD SHEATHING P�p�� z O z �� 15LB ROOFING FELT ��° — Q Q 1 h �? 5 e R 35 YEARS ARCHITECTURE SHINGLES r O (n (,j,J L ICE+WATER SHIELD (3 MIN) A I C z (r1 Q N INSTALL EVES/VALLEYS/EDGES W Q Of 14 W �" X w —— — 5' GUTTER X14 IJOIST 1 .0 W o I (2)2X12 BEAM 1 8 +- NOPEN VENT SOFFIT Q > Q 0 ABOVE AT IC ELO 0 W GA GE I 534 6 sq. ft. O = Q 534.7 sq. ft. L—— — o WALL G AG E C. : 9'-3" X6 RIDGE _ _ _ _ _ _ " EXT GRADE PLYWOOD 4X4 POSTS i' Q � EX. WOOD TRA TYVEK WRAP R-3 � W W �-- O RIGID INS, SIDING z a o I SKYLIGHT I SKHTIYLIG — O "' I28X44 28X44 z z z ABOVE I I ABOVE N � N 2,X6 AROUND t�ROUt�ID J —J z_ z_ z_ m 4"P.0 W/6X6X10W.M.M O REINF. SLAB ON V.B OVER Q Q Q T. GRAVEL BED ON UNDISTURB 15 2 2 TN SOIL OR COMPACTED FILL. FOOTI NG(TYP) W/CONTIN.8" THICK P.C. FDN WALL ON 12"HX16'WN PERIM. EXP.JOINT FILLER SEALANT Date: 10/28/21 N (2)2X12 BEAM FTGS 3 MIN BELOW GRADE W 2X4KEY W/CONTIN 3 5 REINF. 4X4 POSTS NOTED N - / @TOP&BOTTOM. Scale: GARAGE DOOR GARAGE DOOR EXTERIOR DAMP PROOFING BELOW GRADE BEHIND FILL S•Y V-7" 9'-6 1/ " 1'_3° Drawn: 9'-6 1/4" V-7" Job: GARAGE PLAN GARAGE ATTIC PLAN 4 GARAGE SECTION THROUGH Sheet 4 of 7 Sheets , REVISION BY J I— N to M W ~ CO r Air sealing key points �,N,tr.�d„ Air sealing key points ocwmted Air sealing key points Air sealing key points rrr,trnwc Air sealing key points contlnuFtd z w Q Lo i Wall cross-section � Q a (o Chases and Gammon by-passes tall}l.rrs otts + W Y P C.r t"c d c'Mare Window rough opening IV C,vent n+h Gcfrbn'°�' Y f's.ale to na,M,r�>• ~ p wm sc+'C s r no••e• Call'Y� d r"41' Combustion chase Combustion closet Q W a Q Z < e•C•neJ am'60-.4 A'='C r- isate <f.ts tf Penetrations at:PW 4hQpsn Nller f: B r•. 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N pRto •?r5 ; ��. `� - (( - r� J t 1 /\ IS h t !1 .�.._.J J ka•r LO ar-or,�•� VJ AIR SEALING AT RECESSED LIGHTING IN ATTIC !r` � � ����`� �-� l � � 1 ' Ofickng : ' AIR SEALING AT y _ "' I CORNER VERTICALEntsiog��' ��' _ ��; �— CHASE IaGtME.,,'T wFELESSED EiMEH fYJNE / /~y V rvwhf,,yTruas _ _ / Arunpnrrnaab!e rsutat!en wl!h t�.tl he! oft-18(lon ``^'� ✓ './� '� N eotl .' ct r rtl njec Inti NS-Iv.TC)fl Tam • " '9aa+wf aTt'sans t/celn r 6t0 1 9 tl9C. ,,' I,e•,r1K�n bal-a 1•Ktrnut INI WIUK aKt4m �.K✓/- / J ) 1 fGG4ryta'L�tJtiornOr.ts) O M r,�ltlwolero4til !,-''' ^�•� r 1 -",-"'1.,- / It INItHrJH'r^.4L St l Bl. �'r \•� ✓ - -�•\ i Attic pull-down stairs / "� -- -perm Soh Al, '±gthk InsiAW-in 1 1t I Ora- I-a'tl, Installed Insulation -E— (e�.ri;,d team board; t I S I t? ,�InsufeMol+MX fnrrr! Au'1Cr Gt!1-dVnf•sac sta•rcesA pb+• ' I ' ' 1' ', -- � / ,•'''� l Air-permeable trabte III )1` �` FJCP:,NUINiFO:.H SE/�a1+T r,T►EIaHEIER � � •� a I / ij �~•��'T / BCxed antosurn bF i1 CnNrNJon sE:oorx>.Nr V i ' frlo7o�mardeC) !ta'Cd99 hQs n d!'r M•(A d` orsrt� EUN- p �f ` `{\, o le rt_ �' ii S m n,m^ r cawtMa 2oow 2 8 9 `x L { z i— RECESSEU�MIN3 FVRJNE �..n - {( L4UUtlt tlL:Y.:KIN::A4 kt0411tU IrC W+VI rr4'fla!an tY�,�.r •±e at$.{',•�l.rt[�01 j--- I ` � ( FSaT[•Cos a) 7 . r " { - �% R ISTrV+u*rtlmenEOrlr•A { '` L / -/ h,arSaWgn stems p!Went � .,r;•er bo■D+renos uc V Q f— INSUL41 tU t%1 tHIJr!'F.4LL / J/ I teb9e-tl',1`110; ten loom an!OtJ'fJ/t!'8 W7rV Ica f I br4tt•ocr�nsacewe r sererss a, O Y I^su"att•�n Eat! �j 11 or,rZ•'aln11ov',Z ty ���t •^clr I � RArinr• n�nrar'+p•S opt9on{ Rootrof,'I �/ • r/1 1 t 1 COY toad c'fair-rd � �/'t , (t)erxrya r�rW-•f f! ! {Z fp,.r raCu'remartl ��. /,' r V J LJJ ,1 t �4 t 1 �/ '., ;, `�' Standard rafter } `. AfrerporYelrtemsuL tf'1 i� and top plate I AA{j_l toprk)ktlea-boaT!) "awn;i K!!hlat)erPd .` - W L.L_ doDtr' �r�t..,r ,.t�•4r• rnwan'.Tt:at'+w I .�yi - - �; W6a+nPrs•nr�ng ,.' �. - �✓ / tnsvaSO^ f r n `r Attic knee-wells Two-evel attic __ _ ar 3 , ,. _ !/ i t �r„r' '.��"'��``• A'r.parrreeb'e tsulat:Jl !• � ,•,, 1: f it I -r_ ✓ AI•.ggrr•taeLNe w•sJta',nn } 't �. untorotror•sa �� ;( I. r ( { sat.. '� d "a-1'-- P-19mIN"Wi Rost-eVi'sreusr! j c" lr �( ,:�l y `� Jf r r. >.t...r,r,r 14nx.,y •:-y eoW tJoo sorwear.Frame ' , r� " '! ;+, •t Il ! rGs�P'Ma*6+xJ"'a'ndrr"c, f t" ;t _ c / t _ rr `Panes any m pc+orN+9..tn ` "L:.' .°, y r i `` ken, r«'a ' O f 1 ! Caw era spa' �' 1 CAr1k,tM 7M O]or tam Q rs'Jr.^90wry-p Air errs+ LL '1; h \,� i ��•mod .�, O ` Attic pull-down stairs sn(^g» O = T I'I' _....-. � •et+xr,e^cac: ( Amc�ss •w.•wa r ~` � Ra(Uf071falfed top plate � '�-. � � U " y l3eo ar►•r""-a I*EvfaF'.r•+tl3r+e 6rg�•q•,+ S",ryrp tK'"wa'n rtE•no r^:f mm ! µ"in(sat re ,^ / /+rt� IA wnJn f-xch dr p'n �`I 0 ..._.. } Gau's b,osa"►C OrSuatirn hC+•1 `sp* ra alt OMIT vit^VVI'►• optlon 2 _.- y-�,� I , �ewao»an bsN,o W W $- sal'M�,t'rM,)�, aC`COt3 (tRCprilnter179C I `-` r\�'` �� 1 Daxarrtxl.absre /�-" i _' _•c,•..-.. la•3�s�o+•q•3 �I tt .--•.• G g o!i..•x .... _ /J//` "-_- r\.. ��• r_ i MIfJa.^e'Sb,6i�) y , l 1•'N M' Y.` her,-10 wad Co-M±rw'ea ^a sxawa tF i T" stove Waco r1 ��" r y" / Ari}nae"Raeclalneuf'bEs n (-' Q l� P•7'1 ns>"et.rrr �hr/r�Nno rlxf I � -' - � - _ ._ 01'y� leg n;d dwm boo•al t �� �. `" .+:tw' �1 �� �� 11 � +( ca.awC top ola'a 1•omr Te''cw?, n -wn end r �. * P•5 mina^n,Y aT ct'ms a tw as 2 d 3 1 Q JA +f3eor�'e•ew•en•rnl ' ^ %j R•15 ronknu+r,r dmHaaonaa z z z A I DnraaE.°a Y'aUlatCY �// c-1 y 111 �, � ImNdF1'i xt lanai -+y `Parwf for, 1 f mi,r•tum R-S Nr;srn'oaN*N•sc,Mncn ,,, ,. .�.� .. --- --- -- - ------ _ /�/ K�eirp s n .II 1fiWrt!1 i 1 'r,", " ! "�j,_f Ai't,arr+ea2Ve hetrtat an L W R-19rrMnt.^,um8IntfscMs T11It` .: I1F Scram, r W are Low fow7va rC,1t,fMTMta) Z Z L Q Q Q 11 Date: 10/28/21 Scale: NOTED Drawn: Soy Job: Sheet 5 of 7 Sheets mmon APPLICABLE CODES b. WHEN IN PLACE SOILS WITH ALLOWABLE BEARING TABLER602.3(1) 14 Bottom plate to joist,rim joist,band joist or 16dcox(311- .135)- 2") is"o.c.face nail 16d box(31 g•0.135�;or TABLE R301.7 FASTENING SCHEDULE blocking(not at braced wall panels) 12"o.c.face nail 2020 RESIDENTIAL CODE OF NYS CAPACITY OF LESS THAN 1500 PSF ARE LIKELY TO BE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS b,c 3^x 0.131"nails NAILING AND STRAPPING AT EXTERIOR WINDOW/ REVISION BY 2020 PLUMBING CODE OF NYS PRESENT ON THE SITE,THE ALLOWABLE BEARING NUMBER AND TYPE SPACING AND LOCATION Bottom plate to joist,rim joist,band joist or 3-16d box(31/' x 0.135");or 3 each 16'o.c.face naf 2020 FUEL AND GAS CODE OF NYS CAPACITY SHALL BE DETERMINED BY A SOILS ALLOWABLE ITEM DESCRIPTION OF BUILDING ELEMENTST OF 15 2-16d common(31/3 x 0.162');or teach 16'o.c.face nail DOOR HEADERS STRUCTURAL MEMBER blocking(at braced wall panel) DEFLECTION 4-3"x 0.131'nails 4 each 16'o.c.face nail INVESTIGATION. Roof (REQUIRED FOR ALL NEW CONSTRUCTION AND NEW 2020 FIRE CODE OF NYS 4-ad box{2+/�x o-,t3");or 2020 ENERGY CONSERVATION CODE OF NYS TAaLER301.2(1)CLIMATICANDGEOGRAPMCDESIGNCRITERIA Rafters having slopes greater than 3:12 with 4-8d box(21/1 x 0.113")or ADDITIONS) U180 Blocking between ceiling joists or rafters to top 3-8d common(2111 x 0.131');or Toe nail 3-16d box(31/�x 0.135");or SUBJECT TO DAMAGE finished ceiling not attached to rafters 1 4-8d common(21/g x 0.131");or NAND DESIGN FROM plate 3-10d box(3"x 0.128");or 4-10d box(3"x 0.128");or Toe nail ra GENERAL NOTES: Interior walls and partitions H/180 3-3'x 0.131"nails NAILING SCHEDULE B DIVISION 1 GENERAL REQUIREMENTS * 4-8d box(2111 x 0.113');or 16 Top or bottom plate to stud 4-3"x 0.131"nails 1.CONTRACTOR TO VERIFY ALL DIMENSIONS IN SEISMIC Floors U360 (3'11 x o.135);or (WOOD FRAME CONSTRUCTION MANUAL ROUGH eRou"b Ina Wind-bom DESIGN wwm ICE AIR MEAN 3-8d common(2+/f x 0.131");or 3-16d box SNOW �r� debris CATEGORY Weather km �ereR •A�' FL000 FREE ANNUAL 2 Ceiling joists to top plate Perjoist,tcenail 2-16dcommon(3Y xo.,sr;er OPENING REQUIREMENTS FOR WINDOW OPENINGS FIELD DO NOT SCALE DRAWINGS. REPORT ANY °^� �° zonem °x,R a ,.,,,„.� TEMP REpe,RFD11 HAZARDSg R,DEXI TEMP] Ceilings with brittle finishes (including plaster 3-1 Od 3'-01 1'n 0.1280;or 2 ) DISCREPANCIES TO THE ARCHITECT BEFORE ,MILE g ( g p U360 3-3"x o.,3t"nails 3-10d box(3"x o.tzs");or End nail A FROM :BO�F3 MOD TO SEEand stucco) 4-,0d box(3'x 0-128);or 3-3'x 0.131"nails20 t30wn no rro a SEVERE YES x 5ss 5t Ceiling joist not attached to parallel rafter,laps 3-1 Od box 3 0.128" orPROCEEDING WITH THE WORK. - COAST HEAVY BELOW ( "x ) R.O. AlB C D E F J AND FI Ceilings with flexible finishes(including gypsum over i 17 Top plates,laps at comers and intersections 2-16d common(31/3 x 0.162'),or Face nail 2.GENERAL NOTES AND TYPICAL DETAILS APPLY. U240 3 3-16d common(3/�x 0.162);or Face nail LL Gimate zone is 4a board) partitions[see Sections R802.3.1,R802.3.2 and 3-3^x 0.131"nails 2'41 2 (1)2X4 1 1 1 1 �_ 04 LO THROUGHOUT THE JOB. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR Table R802.5-1(9)] 4-3"x 0.131'nails 3-8d box(21/3 x 0.113-);or D A 4'-0" 4 (1)2X4 2 2 2 2 G � r- 3.CONTF;ACTOR IS RESPONSIBLE 1=0R All other structural members U240 2-8d common(21/3 x 0.131");or W TEMPERATURE OF NOT LESS THAN Ceiling joist attached to parallel rafter(heel 18 ,"brace to each stud and plate Face nail a �� uJ CONSTRUCTION MEANS AND METHODS. NO 68 DEGREES FARENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY joint. ) 2 staples box 4;x 0.128");or 6-0 6 (2)2X40R (1)2X6 3 3 3 3 W Exterior walls-wind loadsa with plaster or 4 Table R802.5.1(9) Face nail z staples,�l� [•� �- � LACK OF DETAIL OR SPECIFICATION EXCUSES (2020 IMC 309.1) H1360 [see Sections R802.3.1 and R802.3.2 and 8-0 8 (2)2X4OR (1) 2X6 3 3 3 3 w f- Z oo stucco finish Table R802.5.1(9)] 3-8d box(2+1I x 0.113");or B 10'-0" 10 (2)2X6 4 4 4 ui M x 0.128�;or 19 1"x 6^sheathing to each bearing CONTRACTOR FROM COMPLYING WITH ALL SYTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING,MINIMUM 75 DEGREES COOLING 4-,od box(3" 2-8d common(21/1 x 0.131");or Face nail APPLICABLE CODES AND REGULATIONS. DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMP 15,DRY BULB 89,WET BULB 75( Exterior walls-wind loads a with other brittle , 2-10d box(3"x D 128);or C, 12'-0" 12 (2) 2X6 5 5 5 Z Lu Q t" H/240 Collartie to rafter,face nail or 1/1 x 20 ga. �-. 4.N0 WORK IS TO COMMENCE BEFORE ALL 20201PC APPDX D) finishes 5 ridge strap to 3-1Od common(3"x 0.148");or Face nail each rafter 2 staples,1'crown,16 ga.,118 long Q 21 co rafter 3�d box(21/$x 0.113");or PROPER BUILDING PERMITS AIVD OTHER R302.1.1 DESIGN CRITERIA:AREA LOCATED WHERE WIND SPEEDS ARE Exterior walls-wind loads a with flexible finishes H/120d 4-3"x 0.131'nails 3-8d common(2V5 x 0.131');or E �"-- w ? LO NOTE: CL o APPLICABLE PERMITS ARE OBTAINED. 3-16d box nails yz x x 0.1);or 2toe nails on one side and,toe nail 3-10d box(3"x crown, 16);a. Z Q EQUAL OR EXCEEDS 130MPH. DESIGN CRITERIA BASED ON AMERICAN Lintels supporting masonry veneerwalls a U600 6 Rafter or roofhusstoplate 10dcommonnails(3"x0.148");or 3staples,1"crovm,16 ga.,1�';Iong Face nail ALL STRAPPING TO BE 1q"X 20 GAUGE STEEL Q 5.ALL PLUMBING WORK IS TO BE PERFORMED BY FOREST AND PAPER ASSOCIATION (AF&PA)WOOD FRAME tod box(3^x o.,z8">;or on opposite side of each rafter or Note: L=span length, ' 20 1'x 8'and widersheathin H=span height. 4-1O x 0.x(3-nails truss g to each bearing Wider than 1"x 8" LL A LICENSED PLUMBER UNDER THE CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. p p g , 4-8d box(21/3 x 0.113');or OR SIMPSON EQUIVALENT (COILED STRAP)ALL U o a. For the purpose of the determining deflection limits herein,the wind load 4-16d(311 x 0.135�;or JURISDICTION HE/SHE IS WORKING. PLUMBER (WFCM)2001 p p g 3-lodcommon(31/1 x 0.14W) or 3-8d common(21/1 x 0.131');or F STRAPPING SHALL BE INSTALLED PRIOR TO 4-10d box(3"x 0.128');or MUST FILE FOR PLUMBING PERMIT AND OBTAIN shall be permitted to be taken as 0.7 times the component and cladding Toe nail 3-10d box(3'x 0.128");or SHEATHING. ASD loads obtained from Table R301.2 2 Roof rafters to ridge,valley or hip rafters or roof 4 staples,t'crown,16 ga.,14'1 long ALL INSPECTIONS AND APPROVALS FOR THE ( ) O• a�3'xD.131"nails FOR S1: 1 POUND PER SQUARE FOOT= .0479 KN/MxM (MILES PER b For cantilever members,L shall be taken as twice the length of the 7 rafter 3-16d box 31/3 x 0.135") or Freer PLUMBING WORK. to minimum 2'ridge beam HOUR= 1 KM/HR cantilever. 2-16d common(31j j x o.,sr);or 4-8d box(21/3 x 0.113'�;or IS ALL ELECTRICAL WORK IS TO BE'.PREFORMED End nail 3-10d box(3"x 0.128);or 3�d common(21/1 x 0.131'),or c.For aluminum structural members or panels used in roofs or walls of 21 Joist to sill,top plate or girderToe nail BY A LICENSED ELECTRICIAN IN THE 3-3"x 0.131'nails 3-10d box(3'x 0.128');or JURISDICTION OF THE WORK.PIT THE A.WEATHERING MAY REQUIRE A HIGHER STRENGTH OF CONCRETE sunroom additions or patio covers,not supporting edge of glass or OR GRADE OF MASONRY NECESSARY TO SATISFY THE STRUCTURAL sandwich panels,the total load deflection shall not exceed U60. For Wall 3-3'x 0 31"nails 16d common(314 x 0.162") 24"o.c.face nail 8d box(21/$x 0-113") 4"o.c.toe nail COMPLETION OF THE WORK ELECTRICIAN IS TO REQUIREMENTS OF THE CODE. continuous aluminum structural members supporting edge of glass,the Rim joist,bandjoistorblockingtosillortop 8d common{2+Igx o.131");or 10 OBTAIN UNDERWRITERS CERTIFICATE OR ANY 8 Stud to stud(not at braced wall panels) 1od box(3"x o.,zs");or 22 P. a THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE total load deflection shall not exceed U175 for each glass lite or U60 for 16"o.c.face nail plate(roof applications also) 1Od box(3"x 0.128");or 6'o.c.toe nail + v OTHER APPROVED CERTIFICATION BY THE the entire length of the member,whichever is more stringent. For 3"x b.131"nails �' WEATHERING INDEX. (NEGLIGIBLE, MODERATE OR SEVERE) � ' g 3"xa,3rnaas Stud to stud and abutting studs at intersecting 16d box(3Y}x 0.135^);or SHEATHING ATTACHMENT DIAGRAM LOCAL JURISDICTION. sandwich panels used in roofs or walls of sunroom additions or patio 12'o.c.face nail 3-8d box(21/1 x 0.113');or Yl 7.ALL MECHANICAL PLUMBING AND ELECTRICAL FOR CONCRETE AS DETERMINED FROM THE WEATHERING 9 wall comers 3"x 0.131"nails + 0- covers,the total load deflection shall not exceed U120. z-Sd common(2/�x o.,3,");or (, ..�� (at braced wall panels) 16d common(31¢x 0.162') 16"o.c.face nail 23 1"x 6"subfloor or less to each joist Face nail PROBABILITY MAP. (FIGURE R301.2.3).THE GRADE MASONRY UNITS 3-,Od box(3'x o.1z8");or ��.:-;) d. Deflection for exterior walls with interior gypsum board finish shall be , 16'o.c.each edge face nail WORK MUST BE COORDINATED BY THE Built-up header(2"to 2'header with/q 16d common(31 g x 0.162'� 2 staples,1"crown,16 ga.,11 j long -- SHALL BE DETERMINED FROM THE ASTM C34, C55, limited to an allowable deflection of H/180. 70 Spacer) 16d box(31�x 0-135') 12"o.c.each edge face nail NON-SHADED AREAS TO BE NAILED SHADED AREA TO BE NAILED AT 8" GENERAL CONTRACTOR. C62, C73 C90 C 129 C216, OR C652. Freer 8.ALL FOOTINGS TO BEAR ON VIRGIN COMPACTED e. Refer to Section R703.8.2. 5-8dbox(211�x0.113");or 3-16dbox Flo x 0.135);er AT 12"O.C. EXCEPT AT OPENINGS WHICH O.C. EXCEPT AT RIDGES WHICH B.THE FROST LINE DEPTH MAY REQUIRE DEEPER 11 Continuous header to stud 4-8d common(21/1 x 0.131");or oenail 24 2"subfbor to joist or girder Blind and face nail SOIL WITH THE BEARING CAPACITY OF 1 TON FOOTINGS THAN INDICATED IN FIGURER403.1(1).THE JURISDICTION R301.2.2.2 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS 4-10d box(3"x 0.128") 2-16d common(3Y2 x 0-162") SHOULD BE NAILED AT 8 O. SHOULD BE NAILED AT 4"O.C. PER SQUARE FOOT. DEPTH OF FOOTING IS SHALL FILL IN FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT(720 PA)FOR 16d common(31 g x 0.162� 76" .c.face nail 25 2"planks(plank&beam-floor&roof) 3-16d box(31¢'x 0.135");or At each bearing,face nail THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A 2-16d common(31/1 x 0.162') DETERMINED BY LOCAL JURISDICTION 12 Top plate to top plate 10d box(3'x0.128");or , (SEE TABLE BELOW) OF FOOTING BELOW THE FINISHED GRADE. HORIZONTAL PROJECTION) 12" .c.face nail 3-16d common(3/$x o.1s2^) C.THE JURISDICTION SHALL FILL IN UNDER"TERMITES" 3"x 0.131"nails 4-10 box(3"x 0.128"),or OR 10 POUNDS PER SQUARE FOOT(480 9.ALL CONCRETE IS TO OBTAIN A (MINIMUM WITH VERY HEAVY, MODERATE TO HEAVY, SLIGHT TO MODERATE, OR PA)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY Double top plate splice for SDCsA-owith 8-16d common(31/j x o.1s2");or zs Bandorrimjoisttojoist 4-3'x 0.131"nails;or End nail COMPRESSIVE STRENGTH OF 41000 PSI.AFTER 28 NONE TO SLIGHT IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE 2 12-16d box(315 x 0.135");or q T T seismic braced 4-3"x 14 ga staples,7 j6rewn 12-1 Od box(3"x 0.128'),or O� DAYS 5 TO 7%AIR ENTRAPMENT PER R.402.2 . SHALL NOT EXCEED: wan line spacing<25' 12-3"x 0.131"nails at topa and bottom an staggered ON WEATHER THERE IS A HISTORY OD LOCAL DAMAGE. 73 Face nail on each side of end joint god common(4"x 0.192^);or at top and bottom and staggered U ?' 10.DO NOT BACKFILL FOUNDATION UNTIL THE FIRST "DECAY" 1. FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR Double top plate splice SDCs D,D,or D hand (minimum 24"lap splice length each t, D. THE JURISDICTION SHALL FILL IN UNDER DECAY 0 1 side of end joint) 1Odbox(3'xo.128");or 24"o.c.facenailattopandbottom FLOOR FRAMING HAS BEEN INSTALLED OR THE 2. LIGHT-FRAME WOOD WALLS. braced � * „ , MODERATE TO SEVERE, SLIGHT TO MODERATE, OR NONE TO SLIGHT 3. FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR wall t2-16d(3/q x 0.135") 27 Built-up girders and beams,2-inch lumber 3'-0.131'nails staggered on opposite sides WALLS ARE ADEQUATELY BRACED. IN ACCORDANCE WITH FIGURE R301.2(7) DEPENDING ON WEATHER EXTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS. line spacing t25' layers And: I I ALL STRUCTURAL STEEL TO BE MIN A-36 2-20d common(4'x 0.192);or Face nail at ends and at each splice CONFORM TO STANDARDS OF'THE LATEST AISC THERE IS A HISTORY OF LOCAL DAMAGE. 4. TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR NAILING AND STRAPPING 3-10d box(3"x 0.128");or E. THE JURISDICTION SHALL FILL IN THE WIND SPEED FROM LIGHT-FRAME WOOD WALLS. (REQUIRED FOR ALL NEW CONSTRUCTION AND NEW 3-3"xbox(3 -0. 02W'a MANUAL. PAINT ALL NEW STEEL WITH RUST 5. FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR THE BASIC WIND SPEED MAP FIGURE R301.2(4).WIND EXPOSURE ADDITIONS) 4-16d box(3111 x 0.135');or TF OF NG��C INHIBITIVE PRIMER AND PAINT. LIGHT-FRAME COLD FORMED STEEL WALLS. 3-16d common(31/5 x o.162");or CATEGORY SHALL BE DETERMINED ON A SITE SPECIFIC BASIS IN 6. EIGHTY POUNDS PER SQUARE FOOT 3830 PA FOR 8- 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail 4r- r 12.ALL CONSTRUCTION LUMBER IS TO BE NO 2 OR ( ) 4-10d box(3"x o.,z8^>;or ACCORDANCE WITH SECTION R 301.2.14 INCH-THICK(203 MM)MASONRY WALLS. NOTE: 4-3'x 0.131'nails BETTER DOUGLAS FIR WITH A MIN. BENDING ^r_, F. REFER TO TABLE RN1101.2 WINTER DESIGN DRY BULB 7. EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 1rr 29 Bridgingto joist 2-10d(3"x 0.128') Each end,roe nail NOTE: STRENGTH OF 850PSI. ALL STRAPPING TO BE 14 X 20 GAUGE STEEL. OR SIMPSON / � TEMPERATURE COLUMN. 6-INCH-THICK(152 MM)CONCRETE WALLS. SPACING of FASTENERS , 13.ALL WINDOW AND DOOR OPENING HEADERS TO EQUIVALENT-CS20 (COILED STRAP) ALL CLIPS& STRAPS CAN BE (� G.THE JURISDICTION SHALL FILL IN SEISMIC DESIGN CATEGORY 8. TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP DESCRIPTION NUMBERAND , rf J U 2 DETERMINED FROM SECTION R301.2.2.1 ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. REM Edges Intermediate MOUNTED FROM EITHER ALL EXTERIOR ,4 _Q N 0 BE 2-2X8'S WITH"" PLYWOOD BETWEEN EACH WALLS. ( OF BUILDING ELEMENTS TYPE OF FASTENER a,b,c n supports`•' _I +•■ UNLESS OTHERWISE NOTED. EMERGENCY EGRESS NOTES SPECIFICATIONS) (inches) (inches) OR ALL INTERIOR, BUT NOT A ;I N H.THE JURISDICTION SHALL FILL IN FLOOD HAZARD Q U C r. " 14.ALL POST TO BE A MIN 3-2X4'S SPIKED (SEE LOCATIONS ON PLANS) Wood structural panels,subfloor,roofandinteriorwallsheathingtoframingandparticalboardwallsheathingtoframing COMBINATION OF BOTH. Co (D A.THE DATE THE JURISDICTION ENTERED INTO THE NATIONAL FLOOD 'd [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] TOGETHER WITH 16D NAILS. INSURANCE PROGRAM DATE OF _ ~ ( R310.1 EMERGENCY ESCAPE AND RESCUE OPENING sd common(2"x 0.113^)nail(subfloor, +•+ t- 15. DOUBLE JOIST UNDER ALL WAILLS, PROVIDE 3a 3/8"-1n" + s" 12r ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT REQUIRED.BASEMENTS,HABITABLE ATTICS AND EVERY 8d common(2/¢x 0.131'nail(roof) FIGURE R602.10.5-EXTERIOR CORNER FRAMING � BRIDGING AT T-0"O.C. OF FLOOD HAZARD AREAS). SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE AT RAFTER TO RIDGE CONNECTION 31 19/32'-," 8d common nail(21/3 x 0.131'� 6. tz1 C N 16. ALL TRUSSES AND LAMINATED BEAMS TO BE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. 1Od common(3^x 0.148')nail;or ++ _ B.THE DATES ARE CURRENTLY EFFECTIVE FIRM FBFM OR OTHER 32 ,,,�_,,,,• e' tz INSTALLED PER MANUFACTURERS, DETAILS& WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING FOR RIDGE STRAP- 4 $D COMMON AT EACH 8d(2V; x 0.131')deformed nail '� 1) FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY AS MAY BE ( ) (A) OUTSIDE CORNER DETAIL (6) INSIDE CORNER DETAIL ca C RECOMMENDATIONS. ROOMS,AN EMERGENCY ESCAPE AND RESCUE OPENING END OF STRAP Other wall sheathing9 AMENDED. SHALL BE 5 17. CONTRACTOR TO VERIFY CONDITION OF ALL 73 NOTE: SITE IS NOT IN A FLOOD ZONE. REQUIRED IN EACH SLEEPING ROOM.EMERGENCY ESCAPE 33 IT structuralcellulosic fiberboard t if galvanized roofingnstaple 16 gad Cn EXISTING BEARING WALLS AND REPLACE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A streaming diameter,or 1"crown staple 16 ga.,1+/; 3 6 N 0) I. SEE FIGURE R301.2(5) FOR GROUND SNOW LOADS FOR ALT (3) 10D COMMON NAILS t31q galvanized roofingnail,zh;head00 PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A 25/T2structural cellulosic N IF DAMAGED. COLLAR TIES AT EACH END 34 diameter, 3 g „ PUBLIC WAY. � fiberboard sheathing or 1^crown staple 16 ga.,1+/;long 16 d NAIL AT 24 O.C. U U 18. PROVIDE FLASHING AT ALL EXTERIOR TABLE R301.5 WOOD STRUCTURAL PANEL OPENINGS AND AT SURFACE SURFACE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS R310.2.1 MINIMUM OPENING AREA.EMERGENCY ESCAPE RIDGE d 111 galvanized roofing nail;staple V (in pounds per square foot) BOARD 35 1/2"gypsum sheathing galvanized, 7 7 8d NAIL AT 6 IN. O.C. CORNER HOLDZ8d INSTALLED IN ACCORDANCE BETWEEN ROOF AND WALLS. PROVIDE ICE& AND RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING 1 I long;11/$screws,Type W or WATER SHIELD AS MEASURED FROM EAVE'S USE LIVE LOAD OF NOT LESS THAN 5.7 SQUARE FEET(0.530 M2).THE NET ROOF (ALL PANEL EDGES) DOWN CLIPS. WITH TABLE R602.3(1) Uninhabitable attics without storage b 10 CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION RAFTER gal galvanized roofing nail;staple EDGE 3s s/a'gypsumsheathinQ galvanized, 7 7 GYPSUM WALLBOARD Uninhabitable attics with limited story eb, 20 SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE 0S long;1�1screws,Type W ors o INSTALLED IN ACCORDANCE TO A POINT AT LEAST 24-INCHES FROM THE INSIDE g g EMERGENCY ESCAPE AND RESCUE OPENING FROM THE COLLAR TIE Wood structural panels,combination subfloor underiayment to framing a � N FACE OF INTERIOR WALL. ICE SHIELD SHALL ALSO Habitable attics and attics served with fixed stairs 30 INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL BE _� WITH CHAPTER 7 6d deformed(2'x 0-120")nail;or 8d NAIL AT 12 I N. O.C. BE PLACED WITHIN ALL VALLEY:>AT 36-INCHES NOT LESS THAN 24 INCHES(610 MM)AND THE NET 37 3/4"and less s 12 CV Balconies (exterior) and decks (e) 40 Sd common(213.0.131')nail CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES(508 MM). ON ALL FRAMING NAIL AT 6 IN O.C. ON ALL L0 MINIMUM. 8d common(21/5 x 0.131'�nail;or Fire escapes 40 EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE 38 'ra"-1" 8d deformed(2Yg x 0.120")nail s 12 MEMBERS NOT AT FRAMING MEMBERS AT 19. PROVIDE SILICONIZED ACRYLIC CAULKING OPENINGS SHALL HAVE ANET CLEAR OPENING AREA OF NOT AT RAFTER TO RIDGE CONNECTION Guards and handrails d 200 h 10dcommon(3'x 0.148")nail;or PANEL EDGES PANEL EDGES AND 12 IN r- BETWEEN ANY DISSIMILAR MATERIALS. O LESS THAN 5 SQUARE FEET(0.465 M2). AT STRUCTURAL RIDGE 39 11/8'-1114' 6 12 20. CONTRACTOR TO VERIFY ALL ROUGH Guard in-fill components (f) 50 h 8d deformed(2V3 x 0.120')nail O.C. ON ALL FRAMING R310.22 WINDOW SILL HEIGHT.WHERE A WINDOW IS For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s;1 kSi=6.895 MPa. WOOD STRUCTURAL PANELY MEMBERS NOT AT PANEL -� z OPENINGS FOR WINDOWS, DOORS,AND Passenger vehicle garages (a) 50 a PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE FOR RIDGE STRAP-(4) 8D COMMON AT EACH a.Nails are smooth-common,box Or deformed shanks except where otherwise stated.Nails used for framing and INSTALLED IN ACCORDANCE EDGES. Q OPENINGS IN WALLS, FLOORS AND ROOF. Rooms other than sleeping In rooms 40 OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE N sheathing connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of WITH TABLE R602.3 1 P 9 END OF STRAP 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and ( ) O DOUBLE FRAME AT ALL OPENINGS. UNLESS 44 INCHES(1118 MM)ABOVE THE FLOOR;WHERE THE SIL 100 ksi for shank diameters of 0.142 inch or less. Sleeping rooms 30 HEIGHT IS BELOW GRADE,IT SHALL BE PROVIDED WITH U OTHERWISE NOTED ALL WINDOWS, GLASS b.Staples are 16 gage wire and have a minimum!lryeh on diameter crown width. TABLE R602.3 3 Stairs 40 c WINDOW WELL IN ACCORDANCE WITH O DOORS AND SKYLIGHTS TO BE"ANDERSON" c.Nails shall be spaced at not more than 6 inches 11 center a all supports where spans are 48 inches or greater. REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST Q WITH LOW"E" INSULATED GLASS. For SI: 1 ound er s uare foot=0.0479 kPa, 1 s uare inch=64 mm2 d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. P P q - q 5 SECTION R3102.3• WIND PRESSURESal,b,c l� 21. EXTEND ALL CHIMNEYS 2'-0"N11N ABOVE ANY 1 pound=4.45 N. e.Spacing of fasteners not included in this table shall be based on Table R602.3(2). Z I"- P R310.2.3 WINDOW WELLS.THE HORIZONTAL AREA OF TH Z O Z COMBUSTIBLE MATERIAL WITH IN I V-0". a. Elevated garage floors shall be capable of supporting a 2,000 and load WINDOW WELL SHALL BE NOT LESS THAN 9 SQUARE FEE 0.9 I.Where the ultimate design wind speed is 130 mph or less,nails for attaching wood sign wind al panel roof sheathing 9 g P PPo g � Q ( to gable end wall framing shall be spaced 6 inches on center.Where the ultimate design wind speed is greater than _ Q Q VERIFY HEIGHT WITH LOCAL JURISDICTION. applied over a 20-square-inch area. M2),WITH A HORIZONTAL PROJECTION AND WIDTH OF NOT 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for ULTIMATE DESIGN O LESS THAN 36 INCHES(914 MM).THE AREA OF THE WINDOW minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. ALL BATHROOM WINDOWS, STAIRWAY b. Uninhabitable attics without storage are those where the clear height WELL SHALL ALLOW THE MINIMUM MINIMUM WIND SPEED Vult W MINIMUM NAIL PANEL NAIL SPACING WINDOWS OR WINDOWS 18"BELOW FLOOR between joists and rafters is not more than 42 inches,or where there are g.Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard WOOD NOMINAL MAXIMUM m h �- Z EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY sheathing shall conform to ASTM C 206. ( p ) V not two or more adjacent trusses with web configurations capable of WALL Q MUST BE TEMPERED GLASS. OPENED.EXCEPTION:THE LADDER OR STEPS REQUIRED BY h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and STRUCTURAL PANEL W accommodating an assumed rectangle 42 inches in height by 24 inches in STUD SPACING 22. ALL FINISHES TO BE SELECTED BY OWNER. SECTION =AT RAFTER TO TOP PLATE required blocking and at floor perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel PANEL SPAN THICKNESS WIND EXPOSURE width, or greater,within the plane of the trusses. This live load need not be TO STUD CONNECTION edges supported by framing members and required blocking.Blocking of roof or floor sheathing panel edges Penetration (inches) Edges Field 23. CONTRACTOR IS TO REMOVE AND LEGALLY assumed to act concurrently with any other live load requirements. R310.2.3.1 SHALL BE PERMITTED TO ENCROACH NOT MORE perpendicular to the framing members need no CATEGORY t be provided except as required by other provisions of this code. Size RATING (inches) W (inches) (inches o.c.)(inches O.C.) Q DISPOSE OF ALL DEBRIS FROM SITE. c. Individual stair treads shall be designed for the uniformly distributed live THAN 6 INCHES(152 MM)INTO THE REQUIRED DIMENSIONS Floor perimeter shall be supported by framing members or solid blocking. A B C I- W rn o FOR STRAP 3 8D COMMON NAILS i.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe 6d Common _J V O 24. RICO2.4 FACTORY BUILT FIREPLACES AND load or a 300-pound concentrated load acting over an area of 4 square OF ( ) nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule.The toe g/8 16 6 12 140 115 110 Q CHIMNEYS FOR THE USE WITH THE SAME SHALL inches,whichever produces the greater stresses. THE WINDOW WELL. AT EACH END OF 1.5 24/0 COMPLY WITH THE REQUIREMENTS OF UL 127, d.A single concentrated load applied in any direction at any point along the STRAP nail on the opposite side of the rafter shall not be required. (2.0"x 0.113" 0 J NFPA 211, R1002.1 & R1003.1. top. R310.2.3.1 LADDER AND STEPS.WIDOW WELLS WITH HOLD DOWN DETAIL I.l_ 25. ALL LUMBER IN CONTACT WITH MASONRY OR e.See Section R507.1 for decks attached to exterior walls. VERTICAL DEPTH GREATER THAN 44 INCHES(1118 MM)SHALL FLOOR TO FLOOR Sd Common 16 6 12 170 140 135 W Z 5 x 0.131" 1.75 24/16 7/16 BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR FORESTING 1OD COMMON NAILS AT SIMPSON ( 24 6 12 O = Q �) 140 115 110 CONCRETE MUST BE TREATED LUMBER. f. Guard in-fill components(all those except the handrail), balusters and STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN BY"SIMPSON" EACH END OF STRAP HOLD (CREO) !^ panel fillers shall be designed to Withstand a horizontally applied normal POSITION.LADDERS OR STEPS REQUIRED BY THIS SECTION (ONLY APPLICABLE FOR TWO STORY v, 26. HANDRAILS/RAILINGS AND GUARDRAILS ARE p CONFIGURATIONS SHOE PLATE load of 50 pounds on an area equal to 1 square foot.This load need not be SHALL NOT BE REQUIRED TO COMPLY WITH SECTION R311.7. ) SUBFLOOR W < O TO CONFORM WITH NFPA 101 & NYS BUILDING For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. W assumed to act concurrently with any other live load requirement. LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT ii"THREADED RODS RM JOIST CODE. LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS ROOF FOR STRAP- (9) 10D COMMON NAIL WITH NUTS a. Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathingwith studs spaced more ~ Z W g. Uninhabitable attics with limited storage are those where the clear height zo RAFTER TOP g p p p pp p y p� p 27. GAS PIPING AND APPLIANCES TO COMPLY WITH between joists and rafters is 42 inches or greater,or where there are two or THAN 3 INCHES(76 MM)FROM THE WALL AND SHALL BE SAT EACH END OF than 16 inches on center shall be applied with panel strength axis perpendicular to supports. Z O 0 NFPA 54. - more adjacent trusses with web configurations capable of accommodating SPACED NOT MORE THAN 18 INCHES(457 MM)ON CENTER STRAP OR SCREWS b.Table is based on wind pressures acting toward and away from building surfaces in accordance with Section aQ VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. cEILI SIMPSON HDM(CREO) 7 an assumed rectangle 42 inches in height by 24 inches in width, or greater, J T PER MAN[ HOLD DOWN R301.2. Lateral bracing requirements shall be in accordance with Section R602.10. L TABLE R 401.4.1 12"MIN TOPS _ _ within the plane of the trusses. rrDM c.Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a PRESUMPTIVE LOAD BEARING VALUES THE FOLLOWING IS REQUIRED WITH IN ONE MILE FROM THE The live load need only be applied to those portions of the joists or truss FOR SECOND SHEATHING TO OVERLAY _ 24/0 span rating. Plywood siding rated 16 o.c.or 24 o.c.shall be permitted as an alternate to panels with a 24/16 � G� Q SEASHORE. OF FOUNDATION MATERIALS bottom chords where all of the following conditions are met: FLOOR ADDITIONS FIRST AND SECOND span rating.Wall-16 and Plywood siding 16 O.C.shall be used with studs spaced not more than 16 inches on center. "SIMPSON"LTS16 1.The attic area is accessed from an opening not less than 20 inches in R301.2.1.2 INTERNAL PRESSURE:WINDOWS IN BUILDINGS FLOOR&STUDS BY Z Z Z W CLASS OF MATERIAL LOAD BEARING PRESSURE width by 30 inches in length that is located where the clear height in LOCATED IN WIND BORNE DEBRIS REGIONS,SHALL HAVE MIN 12" NO HOLES LARGER _ _ _ the attic is not less than 30 inches. GLAZED OPENING PROTECTED FROM BORNE DEBRIS OF THE AT STUD ASSEMBLY TO THEN 40% OF STUD Q Q O CRYSTALLINE BEDROCK 12000 PSF 2.The slopes of the joists or truss bottom chords are not greater than 2 BUILDING SHALL BE DESIGNED AS A BUILDING CODE AT STUD TO FLOOR ASSEMBLY SILL PLAT CONNECTION DEPTH WILL BE e e e SEDIMENTARY AND FOLIATED ROCK 4000 PSF inches vertical to 12 units horizontal. BUILDING TOANCORDAN . WITH THE BUILDING CODE OF TO STUD CONNECTION PREMITTED G C rG THE STATE OF NEW YORK.GLAZED OPENING PROTECTION SANDY GRAVEL AND/OR GRAVEL 3000 PSF 3. Required insulation depth is less than the joist or truss bottom chord FROM WIND BORNE DEBRIS SHALL MEET THE REQUIREMENTS SIMPSON FOR STRAP- (9) 10D COMMON NAIL (GW&GP) member depth. OF MTS 16 The remaining portions of the joists or truss bottom chords shall be THE LARGE MISSILE TEST OF ASTME 1196 AND OF ASTME (ON LY APPLICABLE TO TWO STORY AT EACH END OF Date: 10 28 21 SAND, SILTY SAND, CLAYEY SAND, CONFIGURATIONS) STRAP designed for a uniformly distributed concurrent live load of not less than 1888 REFERENCED THEREIN. SHOE NOTCH MUST SILTY GRAVEL AND CLAYEY GRAVEL 2000 PSF 10 pounds per square foot. SUBFLOOR Scale: NOTED (SW, SP, SM, SC, GM, &GC) EXCEPTIONS:WOOD STRUCTURAL PANELS WITH A MINIMUM FOR STRAP (3) 10d COMMON NAILS SAT RM JOIST FOR ALTERNATE (12)8d-COMMON NAILS NOT EXCEED h.Glazing used in handrail assemblies and guards shall be designed with a FLOOR STRAP CONFIG 25% OF STUD CLAY, SANDY CLAY, SILTY CLAY, safety factor of 4.The safe factor shall be applied to each of the THICKNESS OF "(11.1MM)AND A MAXIMUM SPAN OF EIGHT EACH END OF THE STRAP. JOIST ' LTP4 Drawn: CLAYEY SILT AND SANDY SILT 1500 PSF concentrated loads applied to the to of the rail,and to the load on the in- FEET SHALL BE PRECUT TO COVER THE GLAZED OPENING- TOP PLATE DEPTH S.Y p WITH ATTACHMENT HARDWARE PROVIDED IN ACCORDANCE BORED HOLE 5"T (CL, ML, MH AND CH) fill components.These loads shall be determined independent of one FOR ALTERNATE a WITH TABLE R301.2.1.2.OR SHALL BE DESIGNED TO RESIST (14) 10d COMMON NAILS AT STUD TO SLAB ASSEMBLY MAX DIA BORED HOLE another, and loads are assumed not to occur with any other live load. THE COMPONENTS AND CLADDING LOADS DETERMINED IN STRAP CONFIG. FOR EACH STRAP WO ° EDGE ° Job: 12^MINTOP& 40% OF STUD 0 MUST NOT BE a.WHEN SOIL TEST ARE REQUIRED BY R401.4 THE TABLE R301.2.1.3 ACCORDANCE WITH THE BUILDING CODE OF THE STATE OF STRAPS TOTAL BOTTOM R303.6 UON ALL HABITABLE SPACE DEPTH LOCATED IN ALLOWABLE BEARING CAPACITIES OF THE SOIL WIND SPEED CONVERSIONSa NEW YORK. ARE TO BE HEATED BY PERIMETER Sheet 6 SHALL BE PART OF THE RECOMMENDATIONS. volt 110 115 120 130 140 150 160 170 180 190 2i FOR SECOND SHEATHING TO OVERLAY BASE BOARD HOT WATER AND WILL SAME CROSS SECTION AS 85 89 93 101 108 116 124 132 139 147 155 COMPLY WITH THE REQUIREMENTS Simppson Strong-Tie vesd FLOOR ADDITIONS FIRST AND SECOND FLOOR NOTCH ALTERNATE RIDGE ATTACHMENT LSSU SERIES- SEE CHARTS For SE 1 mile per hour=0.447 m OF THE NYS BUILDING CODE. /S. &STUDS BY MIN 12" Of 7 Sheets a.Linear interpolation is permitted. TABLE R301.2.1.2 REVISION BY SECTION R314 WNDBORNE DEBRIS PROTECTION FASTENING TABLE R301 .2(3) SMOKE ALARMS AND HEAT DETECTION SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301 .2(2) [NYJ R314.1 GENERAL. SMOKE ALARMS AND HEAT FASTENER SPACING (inches)a, b DETECTION SHALL COMPLY WITH NFPA 72 AND SECTION R314. FASTENER TYPE Panel 4 feet< 6 feet < MEAN ROOF HEIGHT EXPOSURE 67rocv <- panel span panel span R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN 4 feet 116 feet ❑ 8 feet BCD ACCORDANCE WITH UL 217. HEAT DETECTION SHALL BE No. 8 wood-screw-based 15 1 .00 1 .21 1 .47 LISTED IN ACCORDANCE WITH UL 521 OR UL 539, AS anchor with 2-inch embedment 16 10 8 J APPROPRIATE FOR THE INTENDED APPLICATION. length 20 1 .00 1 .29 1 .55 2 " CIO COMBINATION SMOKE AND CARBON MONOXIDE ALARMS WNo. 10tyood-screw-based SHALL BE LISTED IN ACCORDANCE WITH UL 25 1 .00 1 .35 1 .61ED 217 AND UL 2034. anchor with 2-inch embedment 16 12 9 W z length 30 1 .00 1 .40 1 .66 z R314.2 WHERE REQUIRED. SMOKE ALARMS AND HEAT 4 -inch lag-screw-basedCID Q � DETECTION SHALL BE PROVIDED IN ACCORDANCE WITH Q w z anchor with 2-Inch embedment 16 16 16 35 1 .05 1 .45 1 .70 I- THIS SECTION. length Q a Q R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.448 N, 40 1 .09 1 .49 1 .74 0 " 0 PROVIDED IN DWELLING UNITS. HEAT DETECTION SHALL BE 1 mile per hour = 0.447 m/s. 45 1 . 12 1 .53 1 .78 PROVIDED IN NEW ATTACHED GARAGES. a. This table is based on 180 mph ultimate design wind speeds, Vult, and a 45- foot mean roof height. 50 1 . 16 1 .56 1 .81 R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. b. Fasteners shall be installed at opposing ends of the wood structural panel. EXISTING DWELLINGS UNDERGOING REPAIR, ALTERATION,CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL Fasteners shall be located not less than 1 inch from the edge of the panel. 55 1 . 19 1 .59 1 .84 BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY c. Anchors shall penetrate through the exterior wall covering with an length of not less than 2 inches into the building frame. 60 1 .22 1 .62 1 .87 APPENDIX J. embedment len g Fasteners shall be located not less than 21/2 inches from the edge of 314.2.3 ATTACHED GARAGES. HEAT DETECTION RATED concrete block or concrete. ' FOR THE AMBIENT OUTDOOR TEMPERATURES SHALL BE d. Panels attached to masonry or masonry/stucco shall be attached using INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO OR vibration-resistant anchors having an ultimate withdrawal capacity of not R312.1 Guards LOCATED WITHIN NEW AND EXISTING DWELLINGS. HEAT less than 1,500 pounds. DETECTION SHALL BE INSTALLED IN A CENTRAL LOCATION Guards shall be provided in accordance with Sections R312.1.1 AND IN ACCORDANCE WITH THE MANUFACTURER'S R301 .2.1 .3 Wind speed conversion. Where referenced through R312.1.4. INSTRUCTIONS. documents are based on nominal design wind speeds not provide the means for conversion between R312.1.1 Where Required A and do �� � .�, TgUy�T P EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN ultimate design wind speeds and nominal design wind DWELLINGS WITHOUT COMMERCIAL POWER. Guards shall be provided for those portions of open-sided N_ is speeds, the ultimate design n winds speeds, Vult of Fi Figure 1 p g p g walking surfaces, including stairs, ramps and landings, that are -1 t R314.3 LOCATION. SMOKE M KE ALARMS SHALL BE INSTALLED IN R301 .2(5)A shall be converted to nominal design wind located more than 30 inches (762 mm) measured vertically to 1 . ., .r• THE FOLLOWING LOCATIONS: speeds, Vasd , using Table R301 .2.1 .3. the floor or grade below at any point within 36 inches (914 mm) 'sr Na. o?Fa`)`` ��- 1. IN EACH SLEEPING ROOM. horizontally to the edge of the open side. Insect screening shall OF N:- 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE R301 .2.1 .4 Exposure category. For each wind direc- not be considered as a guard. IMMEDIATE VICINITY OF THE BEDROOMS. tion considered, an exposure category that adequately 3. ON EACH ADDITIONAL STORY OF THE DWELLING, reflects the characteristics of ground surface irregulari- R312.1.2 Height a) INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT ties shall be determined for the site at which the building Required guards at open-sided walking surfaces including W o INCLUDING CRAWL SPACI=S AND UNINHABITABLE ATTICS. IN or structure is to be constructed. For a site located in the " DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND stairs, porches, balconies or landings, shall be not less than 36 Q � � � •� WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT transition zone between categories, the category result- inches (914 mm) in height as measured vertically above the 0- Q E > LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL ing in the largest wind forces shall apply. Account shall adjacent walking surface or the line connecting the nosings. L @ SHALL SUFFICE FOR THE ,ADJACENT LOWER LEVEL be taken Of variations in round surface roughness that C: cu C)- SHALL 9 _ � E2o PROVIDED THAT THE LOWER LEVEL IS LESS THAN arise from natural to o ra h and vegetation etation as well as ENDwALL N � - = 0) topography p Y 9 Exceptions: a� CO 5' c ONE FULL STORY BELOW THE UPPER LEVEL. m from constructed features. For a site where multiple Guards on the open sides of stairs shall have height of not CORNER5TUD 0 I- ,0) 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS CONNECTED TO to cn Lo THAN 3 FEET(914 MM) HORIZONTALLY FROM THE DOOR OR detached one- and two-family dwellings, townhouses or less than 34 inches (864 mm) measured vertically from a line I�oLDDowN �TR�NdS � � AR ° o s°MINIMUM ® SATISFIES 00 CO) OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR other structures are to be constructed as art of a subdi- connecting the nosings. 51DE COVER CODE f p NAILS @ 6"o.c. �, V V SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A Where the top of the guard serves as a handrail on the open C vision or master-planned community, or are otherwise sides of stairs, the top of the guard shall be not less than 34 SMOKE ALARM REQUIRED BY designated as a developed area b the authority having THIS SECTION. g p y g inches (864 mm) and not more than 38 inches (965 mm) as R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. jurisdiction, the exposure category for an individual measured vertically from a line connecting the nosings. SMOKE structure shall be based on the site conditions that will ` ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING exist at the time when all adjacent structures on the site N LOCATIONS have been constructed, provided that their construction �1SHEAR WALL HOLD DOWN �c1 POST TO GIRDER DETAIL HURRICANE STRAP DETAIL ��� POST TO CONC. FOOTING DETAIL L0 SIMPSON HD7B " BC4Z ZMAX® 4X4 POST CAP OR EQUAL " HURRICANE CLIPS: INPSON H2.5A OR EQUAL " SIAIPSON ABU44Z 4X4 POST BASE OR EQUAL is expected to begin within 1 year of the start of con- struction for the structure for which the exposure Cate- >- TABLE R 301.2.2.2 -I WIND BORNE DEBRIS PROTECTION FASTENING gory is determined. For any given wind direction, the p Z SCHEDULE FOR WOOD STRUCTURAL exposure in which a specific building or other structure ° Y SHEATHING U is sited shall be assessed as being one of the following SIMPSON 6T� TE SS°BFOO 0-- FASTENER TYPE FASTER SPACING categories: MODEL L67A9 @ W' al,. SIDING Q g (8)IDd COMMON NAILS o RM JOIST SPAN > 4 FT SPAN >6 FT SPAN PER MANIFAGTUzEfZS SPEL. SIMPSON ° nFLOOR FLASHING FOR WATER TIGHTNESS Z z PANEL A 1 . Exposure B. Urban and suburban areas wooded A35F SILL PLAT z O Q <4 FT < 6 FT <= 8FT areas or other terrain with numerous closely ° (� W obstructions having the size of single- APPROVED JOIST HANGERS SIMPSON LU28 � z spaced o s g g CD o 2-'"#6 16" OC 12" OC 9" OC family dwellings or larger. Exposure B shall be "' 2X LEDGER WITH FASTENERS Q W Q Z 8'OtA X 16'ANCHOR BOLTS Z WOOD SCREWS @72.OC FOR 2 STRY OCFORISTRY IN ACCORDANCE WITH TABLE R507.2 W assumed unless the site meets the definition of 2-51 #6 16 01C 16 OC 12 OC another type exposure. FLOOR JOISTS HOLD-DOWN DEVICE MIN 750 LB. CAPACITY J W SIM PSON WOOD SCREWS LTP" AT 4 LOCATIONS, EVENLY DISTRIBUTED 2. Exposure C. Open terrain with scattered obstruc- ROX R1D`'E ALONG DECK AND ONE WITHIN 24" OF EACH Q 0 a. THE TABLE IS BASED ON 110 MPH WIND SPEEDS ON A 33 tions, including surface undulations or other I END OF THE LEDGER. HOLD-DOWN DEVICES FOOT MEAN ROOF HEIGHT. irregularities, having heights generally less than SHALL FULLY ENGAGE DECK JOIST PER O F- U b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF 30 feet (9144 mm) extending more than 1 ,500 HOLD-DOWN MANUFACTURER C) Q Lo WOOD STRUCTURAL PANIEL. SIMPSON HL35 W W C)feet (457 m) from the building site in any quad- _ LEDGER DETAIL '"•' c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS . This exposure shall apply to any building E RIDGE STRAPDETAIL F FLOOR TO CONC. FOOTING CONNECTION 1-- Z W G 3 z d. WHERE SCREWS ARE ATTACHEDACHED TO MASONRY OR rant A FULLY THREADED $" DIAMETER LAG SCREW MASONRY/ _ STUCCO THEY SHOULD BE ATTACHED UTILIZING located w Z Z Z Zithin Exposure B type terrain where the PREDRILLED W/MIN 3" PENETRATION TO Z Q VIBRATION RESISTANT ANCHORS HAVING A MINIMUM building is directly adjacent to open areas of CENTER OF TOP PLATE, STUDS, OR HEADER ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. Exposure C type terrain in any quadrant for a dis- 17- < W R301.1.2.13 WIND SPEED CONVERSION WHEN REFERENCED tance of more than 600 feet (183 m). This Cate- 2"X4" STUDS DOUBLE TOP NOTE: BOTTOM Z Z Z DOCUMENTS ARE BASED ON FASTEST MILE WIND SPEEDS. gory includes flat, open country and grasslands. 2"X4" STUDS @16 O.C. PLATE OF ALL DOOR Q Q Q 0 GYPSUM BOARD @16" O.C. AND WINDOW W THE THREE SECOND GUST WIND VELOCITIES OF FIGURE 3. Exposure D. Flat, unobstructed areas exposed to EACH FACE HEADERS TO a- R301.2(4) SHALL BE CONVERTED TO FASTEST MILE WIND wind flowingover open water, smooth mud flats 2"X4" FILLER LINE UP BUILT UP BUILT UP VELOCITIES USING TABLE R301.2.1.3. p ' 2"X4" STUDS 2"X4" BASE BLOCKS WOOD GIRDER WOOD GIRDER Date: 10/28/21 salt flats and unbroken ice for a distance of not ©16" O.C. PLATE . " TABLE R 201.2.1.3 �/ less than 5,000 feet (1524 m). This exposure shall 4 LAG BOLTS GUSSET PLATE Scale: NOTED EQUIVALENT BASIC WINDS SPEEDS BOTH SIDES apply only to those buildings and other structures 2"X4" BASE 2 X4 FILLER 2 X4 BASE OF COLUMN exposed to the wind coming from over the unob- PLATE BLOCKS PLATE Drawn: S.Y 3 SEC GUST 85 90 100 105 110 120 125 130 140 145 150 160 170 STEEL LALLY structed area. Exposure D extends downwind INTERIOR WALL ASSEMBLY (TYP.) OUTSIDE CORNER INSIDE CORNER HEADER, SEE COLUM WOOD POST Job: FASTEST 70 75 80 85 90 100 105 110 120 125 120 140 150 from the edge of the unobstructed area a distance WALL STUDS PLAN FOR SIZE OR WOOD POST MILE g BUILT-UP CORNER POST @16 O.C. Sheet 7 of 600 feet (183 m) or 20 times the height of the WALL CONSTRUCTION DETAILS HEADER FRAMING COLUMN DETAIL LINEAR INTERPOLATION IS PERMITTED. building Or structure, whichever is greater. NOT TO SCALE NOT TO SCALE NOT TO SCALE of 7 Sheets