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of SO J. `o Town of Southold # * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47160 Date: 06/23/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1155 Madeline Ave Fishers Island, NY 06390 Sec/Block/Lot: 6.-8-4 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/23/2021 Pursuant to which Building Permit No. 49561 and dated: 08/09/2023 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: Single family dwelling with unfinished basement, first and second floor screened porches, rear deck, second floor deck, side entry porch and outdoor shower as applied for. The certificate is issued to: John Pollart Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-1520 6/2/2026 ELECTRICAL CERTIFICATE: 49561 04/29/2026 PLUMBERS CERTIFICATION: Glenn H. Gello 06/22/2026 Au horized Signature �aOfsolov TOWN OF SOUTHOLD ~° BUILDING DEPARTMENT �oQ SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49561 Date: 08/09/2023 Permission is hereby granted to: Renewal Date: 10/16/2025 John Pollart 105 Hurlburt Rd Great Barrington, MA 01230 To: Construct new single family dwelling on vacant land as applied for and per SCHD approval (replaces BP#47409). Premises Located at: 1155 Madeline Ave, Fishers Island, NY 06390 SCTM#6.-8-4 Pursuant to application dated 12/23/2021 and approved by the Building Inspector. To expire on 10/16/2027. Contractors: Fees: ELECTRIC-Residential $200.00 Renewal Fee $1,108.40 To,tal $1,308.40 Building Inspector t TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49561 Date: 8/9/2023 Permission is hereby granted to: Pollart, John 105 Hurlburt Rd Great Barrington, MA 01230 To: Construct new single family dwelling on vacant land as applied for and per SCHD approval (replaces BP#47409). At premises located at: Madeline Ave, Fishers Island SCTM #473889 Sec/Block/Lot# 6.-8-4 Pursuant to application dated 12/23/2021 and approved by the Building Inspector. To expire on 21712025. Fees: PERMIT RENEWAL $2,216.80 Total: $2,216.80 Building Inspector TOWN OF SOUTHOLD F t c y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47409 Date: 2/2/2022 Permission is hereby granted to: Shillo , Thomas PO BOX 161 Fishers Island, NY 06390 To: Construct new single family dwelling on vacant land as applied for and per SCHD approval. At premises located at: Madeline Ave, Fishers Island SCTM #473889 Sec/Block/Lot# 6.-8-4 Pursuant to application dated 12/23/2021 and approved by the Building Inspector. To expire on 8/4/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,166.80 CO-NEW DWELLING $50.00 Total: $2,216.80 Building Inspector pF SO!/jyolo Town Hall Annex 1 Telephone(631)765-1802 54375 Main Road VS P.O. Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Pollart Address: 1155 Madeline Ave city: Fishers Island st: NY zip: 06390 Building Permit#: 49561 Section: 6 Block: 8 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Z&S Contracting License No: 4798ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 65 Ceiling Fixtures 42 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 23 Wall Fixtures CO Detectors Heater Main Panel 200 A/C Condenser 2 Single Recpt RecessdFixtures 25 Combo Smoke/CO 8 Transformer Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Heat Detectors 1 Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights 6 Fridge 1 AutoCover ARC Blower Heads Switches 49 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 4 Hood 1 Dehumidifier Other Equipment: Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: April 29, 2026 Town Hall Annex 01 ��► .j. Telephone.(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 . 414 pr 1pl � �a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: z ZU Z (9, Building Permit No. Owner: �Ohc� -POlki--t (Please print) Plumber: /2-17 n /—/, 6,11, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this as nd day of 20 0, Notary Public, County F—kv- t^; C 0 OF SOplho # * TOWN OF SOUTHOLD BUILDING DEPT. comm", 631-765-1802 INSPECTION [ FOUNDATION 1 ST AZ$;;; [ ] 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 REMAR S: i [ �✓` DATE INSPECTOR O�aOF SO//ThO --- -- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ /FUNDATION 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 REMAR S: AA� �/li 4O cam-- � 0✓1 �(/ - �o DATE INSPECTOR pE SO10 UlyO� # 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: �-�— DATE 9 Atco INSPECTOR OF SO(/lh�lo # . # TOWN OF SOUTHOLD_BUILDING. DEPT. cau�m� 631-765-1802 INSPECTION [ ] . FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] F UNDATION.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 REMA S: I ?"/, ry011�. vA I ' OKAW t • DATE INSPECTO OF SOUT,sO�o # TOWN OF SOUTHOLD BUILDING DEPT. I �q °`ycourm�F`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATIO [ ] INSULATION/CAULKING FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLAC EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE °� INSPECTOR 2A lill lZe o�aoe soulyOl # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] IRE RESISTANT CONST ION_.,[ ] FIRE RESISTANT PENETRATION LECTRICA OUGHT CAL [ ] CODE VIOLATION ] PRE C/O REMARKS: 0-e 14)to o-r 2 nl DATE S INSPECTOR SOUTH°lo # # TOWN OF SOUTHOLD BUILDING DEPT. "l coutm, ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [vr'4UGH PLBG [ .] FOUNDATION 2ND. [ INSULATIO CAULKIN [ ] -FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f Yev. DATE Uj a/ INSPECTOR ` 'w �O�aOF SO(/1h0� �W# # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ -R UGH PLBG. [. . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] F MING /STRAPPING [ ] .FINAL [V FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS- OP - d DATE ©��y- �- INSPECTOR OF SOUTyolo * _ # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 ol INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 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 [ ] RENTAL REMARKS: �41-t-�-� DATE all '�"6 INSPECTOR pF SOGIyOIo - # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: k)A p A lr DATE -INSPECTOR pF 50UTyOlo l 10 ( - # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1602 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C4 Ljab e OM C DATE INSPECTOR �o�apF SOUTh,°�o TOWN OF SOUTHOLD BUILDING DEPT. ^ouo,N 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q C c DATE OG• os' v2 INSPECTOR ho�aOF SOUTyo� "'rl # # TOWN OF SOUTHOLD BUILDING DEPT. °ycoorm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) IZ ELECTRICAL (FINAL) At [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C `,17 ti DATE INSPECTOR Webb 670 Main Street Structural Reading, MA 01867 Services 781 779 1330 Building Inspector '— Town of Southold 53095 Route 25 PO Box 1179 MAR 2 1 2025 #..` Southold,NY 11971 RE: Pollart Residence t+` Fishers Island,NY Permit#49561 Dear Building Inspector, Webb Structural Services, Inc. was retained to serve as the engineer of record for the above- referenced project. In this capacity,we reviewed the original architectural drawings,performed structural calculations, and prepared structural framing plans. The structural drawings are dated August 23,2023. The completed framing was observed on October 1, 2024. On the basis of this work, we certify that to the best of our knowledge, information, and belief, the structural work associated with the above-referenced project complies with the structural provisions of the 2020 Residential Code of New York State,with our original framing plans, approved field modifications relating to beam adjustments and the shear wall detailing and hold- downs, and with accepted construction practice. Please feel free to call if you have any further questions about the struc c on this project. pF NEW y Reg Zia ��A,f- n W 2 2 Dan Webb, P.E. 0 4 ra Webb Structural Services 670 Main Street Reading,MA 01867 (6) 781-779-1330 ext. 101 (m)617-512-2739 11 Thread ,City Dint &Blower Door Testing 54 finch St. Hampton, CT06.-�,,1i (9.59)441-6898 Threkideitvtesting t�a,mitil.cr m Permit#49561 New York State Residential Code 2020 IECC 2021 &CT ENERGY CODE DUCT&WHOLE HOUSE TIGHTNESS VERIFICATION DateNovember 25.;2025 X Pass X Pass Duct: Fail Blower Door: Fail Street Address: 4 Madeline Ave, Fishers Island Total Conditioned Floor Area: 2,700' Total Duct CFM Loss Allowed: 108 Total Duet CFM Loss: 93 House Volume: 30,087 Total ACH50 Allowed: 1505 Total Whale House CFM loss � 1205� Builder: Z&S Const 2021 IECC - New Construction Post-Construction Duct Test: Total Leakage -- 8 CFM1100 ft2 maximum allowed Testing Results: 3.45% CFM1100 ft2 Rough-in Duct Test: Total Leakage -- 8 CFM/100 ft2 maximum allowed (with equipment) Testing Results: CFM1100 ft2 Blower Door Test: Whole House Leakage @ 50 Pascals Testing Results: 2.40% ACH50 Signature: BPI Certification # 5063967 Eros 8/29/28. u,nnpvwO1 ^'_—r Tll'r INS fALLATIPN AND MAIN7E VANCF INSTRLICTI015 0Series Combination CaFh -SYSTEM � Mona xide(CO)/Photoelectric Smoke Detector COSMO'2W(2•wire)and COSM10AW(4-wire) 6 Ib??Rth��R2.FAl RSlWsrFasjo sic[R7urwrs coAr0.3w IlKirw•151..n•�'Jtgt1 h.!rs 4a.uRt Ia �.4...,_1 Dfrucr Tr."re'm Ramq, d #0'Clit :S2'.9 Mar $5 van f f-A$ �==wuv Kr,Rr: �i5•Ly 4u'X.lt'4v'r Cu:lnk' 33'44A :SY1tA � TatLQC4.Y4Y aeppr. 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O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://Nvww.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: DEC 2 3 2021 ID , BUILDING DEPT. -Applications`and 9r,bs",must- "hZkir, Incomplete ete, ,, TOWN OF SOUTHOLD -kpplicati6Mwil[n` t be accepted Where the"A "illidirtt,K�no "I 'Pip owner,an" Ow ner's rls G- Date:12/15/21 WN E, R(S)t QF',`PROPER7rY: Namejorn Shillo SCTM#1000-Section Q06, —� I -- Block t 4 Project Address:4 Madeline Ave Phone#:860 213-1422 Email:zandscontracting@gmaii.com Mailing Address:Box 161, Fishers Island, NY 06390 .............. CONTACT PERSON: Name:Jacob Albert, ART Architects Mailing Address:262 Washington St, Boston MA 02108 ry Phone#:617 451 5740 Ema glbert@grtarchitects.com DESIGN P..ROFESSIONAL INFORMATION., Name Jacob Albert, ART Architects Mailing Address:262 Washington St, Boston MA 02108 Phone#:617 451 5740 1 prt@ rtarChitects-c CONTRAC TOR k INFORMATION O"ON Name:None selected Mailing Address: Phone#: Email: ............ ........... 7-7777777777-77�777 DESCRIPTION t6NSTRU ION " O CT ION " ElAddition ElAlteration E]Repair EJ Demolition Estimated Cost of Project: F-1Other $$1,600,000 ..............1-1......... ............ ...................... ..................................... .......... Will the lot be re-graded? RYes El No Will excess fill be removed from premises? E]Yes WNo PROPERTY INFORMATION Existing use of propf property: erty: Intended use o mpty Intended _ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 8No IF YES, PROVIDE A COPY. 8 Check,F oX After Reac(ln The"owner/contractor/desi n= rofessional is res onsibie for all drainage and storm water issues as providetl by g g p p _Chapter 236 of the Town Code:APPLICAI ION iS HEREBY MAIZE to the B A61' epartment foe. rssuance of a Building Permit pursuant to the Bwlding Zone . Ordinance of the Town ofSouthold,Suffoik,County,New York and other applicable laws'"ordinances or Regulations,for the construction of buildings, addit ons,alterations,or for removal or demolition. herem,described The applicant"agrees,to comply withAla pplicable laws,ordinances;building code, housing code and regulations and to admit aathonzed mspectars on premises and in building(s�:far necessary inspections False staternents made herein are " punishable as-a`Class A misdemeanor pursuant to Section 215 of the Neuy YorJc tate,Penal Lally»; .. ..c. __. ..., m,. Application Submitted By(print name):Jaeob Albert BAuthorized Agent ❑Owner Signature of Applicant: Date: Z O�4N s rsT-A�EOf-i�C�— S. COUNTY OFSQ [C ) JC(, -101-LAIr being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contract r,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 day of 20 L t - Notary Public / l LISS1 M...PiAYBFwi- PROPERTY OWNER AUTHORIZATION •� �t�ry pirbtii �Comnmonweafth,of A"»c+ssiachcl;0.1" (Where the applicant is not the owner) My s oinrak n Ex,,re i6quary.13, 2013 I, //tOr�7�d ii�lr5 residing at �9� 40;0,h w,;,of ART Architects do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. a /7 o7vd Owner' ignatllre Date . �wa Print Owner's Name 2 OCT 9 2025 UILDING DEPARTMENT- Electrical Inspector �\' ��%y�; TOWN OFSOUTHOLD acg Dep-artmorTown Hall Annex- 54375 Main Road - PO Box 1179 j � n of Rout Southold, New York 11971-0959 O� Telephone (631) 765-1802 �'xi LJ1�Y7• APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: l qj 2S Company Name: 3 ,,1� Electrician's Name: License No.: Lf-"79C3 —mac Elec. email: ' Elec. Phone No: _ _ W request an email copy of Certiffdatec& Compliance Elec. Address.: FOX La, JOB SITE INFORMATION (All Information required) Name: Jp 4— ACC, r-C, Tc::, � Address:1155t Ave, Cross Street: Phone No.: gg ITF Bldg.Permit#: ,s(P email: Tax Map District: 1000 Section: O© (© Block: F Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): wF LL- ��-- Square Footage: a ov Circle All That Apply: Is job ready for inspection?: Ef YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information�(PhF—]3 (All information required) Service Size Ph Size: �,' G 0 A # Meters Old Meter# E�New Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnectE�Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? LJ Y N Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT Electrical Inspector TOWN OF'SOUTHOLD 2p fie, • r, v��Touvn Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 q� Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date' 2 S� Company Name:' 3 Electrician's Name: License No.:' Elec. email: Elec. Phone No: _ _ Imo?request an email copy of CertifL-`atec6f Compliance Elec. Address.- L � JOB SITE INFORMATION (All Information F�equired) Name: U 4— C�CC,,t,rC, Address: Cross Street: Phone.,No.:, 1 BIdg.Permit#:+ Lf TS-49 email:, Tax Map.;District ': -1000 Section: -00 (p Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 6 cv Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size Ph❑3.Ph Size: .,CY® A # Meters Id Meter# g'New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? DY DN Additional Information: PAYMENT DUE WITH APPLICATION -J*- L+q 5 I ck gsS1%s Verity, Mike From: Z&S Contracting,]nc. <zandscontracting@gmail.com> Sent: Wednesday,April 29, 2026 2:34 PM To: Devlin, Sean;Verity, Mike Subject: Pollart job - device count for Sean Permit#49561 Hi Sean, Here is the Pollart house device count 65 - Receptacles I r,= r; �r� i ;7 fp 7 23- GFI �J ,:= r i 49-Switches 25- recessed lights {_ APR 2 9 2026 42-surface mount lights = .6- under cabinet lights 2-Air Handlers 2-AC Condensers "`°',: {" d�;.`•"f A, 1-gas Range 1- range hood 1- Refrigerator 1- DW 1-electric dryer 1-washing machine 5-ceiling fans 4- Bath fans 8-Smoke/CO detectors 1- heat detector Let me know if you need anything else. Thanks, Paul ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 A, R&T Architects, Inc. 33 Union Street,41h floor Boston MA 02108 (617) 451-5740 3 February 2022 Building Department 54375 Main Road P.O. Box 1179 Southold NY 11971 To the Building Dept. : Enclosed is our check in the amount of -$2, 21.6. 80 for a Building Permit on the Madeline Ave. property of Tom Shillo at Fishers Island. We look forward to receiving the permit. Thank you. Sincerely, Jacob D. Albert Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-011023 District: 1000 Section: 006.00 Block: 08.00 Lot: 004.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Thomas J. Shillo and Dianna L. Shillo, husband and wife and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: January 20, 2022 FIDELITY NATIONALSTLE INSURANCE SERVICES, LLC JEANKNA Sworn to before me this 20th day of January,2022 Notary Public SANDRA J.GOLESM �j N WWO*.New York g O f Commission Expires:Aug.29,20 M 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity rational Title INSURANCE SERVICES, LLC TITLE NO. 7404-011023 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-006.00-08.00-004.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-006.00-08.00-004.000 Fishers Island Fanns, Inc. Liber 4085 cp 9 TO Dated: 12/31/1955 West End Land Company Inc. Rec'd: 03/16/1956 (premises and more) West End Land Company Inc. Liber 5243 cp 432 TO Dated: 09/13/1962 Henry M. Zabohonski and Annette M. Zabohonski, Rec'd: 10/09/1962 his wife (premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUVA 20th day of January, 2022 Notary Public SANDRA J-60LESlu NoUnY POW,#0,�324�a s ��►, conror w"cams-Amp.?A,20 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Hill 'Fidelity National Title alll INSURANCE SERVICES, LLC Henry M. Zabohonski and Annette M. Zabohonski, Liber 5303 cp 265 his wife Dated: 01/03/1963 TO Rec'd: 02/05/1963 Lily Cushing Boyd Lily Cuslung Boyd died on 09/20/1969, devises premises to Lily Emmet West and Alexandra Emmet Allan. Alexandra Emmet Schlesinger FKA Alexandra Emmet Liber 7366 cp 240 Allan and Lily Emmet West Dated: 07/28/1972 TO Rec'd: 03/23/1973 The Bank of New York and Lily Emmet West, as Trustees under the Last Will and Testament of Lily Cushing Boyd,deceased The Bank of New York and Lily Emmet West, Trustees Liber 8718 cp 595 under the Last Will of Lily Cushing Boyd, deceased Dated: 10/16/1979 TO Ree'd: 10/25/1979 Lily Emmet West Lily Emmet West Liber 12520 p 448 TO Dated: 04/27/2007 Thomas J. Shillo Rec'd: 08/31/2007 Thomas J. Shillo Liber 12815 cp 904 TO Dated: 04/05/2015 Thomas J. Shillo and Dianna L. Shillo, husband and wife Rec'd: 05/05/2015 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUVA 20th day of January, 2022 Notary Public SAMMJ.GOLESIG Notary Public,001005032487 SuWk County,New Yak Conine on Expires:Aug.20,20 i 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES, LLC PREMISES NORTH: MADELINE AVENUE PREMISES EAST: 1000-006.00-08.00-005.000 Fishers Island Farms, Inc. Liber 3693 cp 284 TO Dated: 05/07/1954 William Gordon Ahman and Lucy J. Ahman,his wife Ree'd: 05/14/1954 (premises and more) Fishers Island Farms, Inc. Liber 4085 cp 09 TO Dated: 12/31/1955 West End Land Company Inc. Ree'd: 03/16/1956 (premises and more) West End Land Company Inc. Liber 4735 cp 34 TO Dated: 11/23/1959 William Gordon Ahman and Lucy J. Alunan,his wife Rec'd: 12/04/1959 (premises and more) William Gordon Ahman died on 11/21/1991,Lucy J. Ahman surviving spouse. Stephan L. Ham, as Executor of Last Will and Testament Liber 12622 cp 24 Of Lucy Ahman AKA Lucy J. Ahman Surrogates Court Dated 03/19/2010 File No. 2009-1185 Ree'd: 04/15/2010 TO (premises and more) Kenneth Lee Ahman LAST DEED OF RECORD FIDELITY NATION ITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DUVA 20th d y of January, 2022 Notary Public SANDRAJ.OOLESICI Notary Pulft#0100012467 Suffolk County,Now York Commis W Expires:Aug.29,20.!6 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES, LLC PREMISES SOUTH: 1000-006.00-08.00-006.000 Fishers Island Farms, Inc. Liber 4085 cp 9 TO Dated: 12/31/195 5 West End Land Company Inc. Rec'd: 03/16/1956 (premises and more) West End Land Company Inc. Liber 5243 cp 432 TO Dated:09/13/1962 Henry M. Zabohonski and Annette M. Zabohonski, Rec'd: 10/09/1962 his wife (premises and more) Annette M. Zabohnoski, AKA Annette Walsh, as surviving Liber 9007 cp 184 tenant by the entirety Dated: 04/01/1981 TO Rec'd: 05/26/1981 Janet A. Tucker (premises and more) Janet A. Fitzgerald FKA Janet A. Tucker Liber 12080 cp 717 TO Dated: 02/24/1999 Town of Southold Rec'd: 10/26/2000 LAST DEED OF RECORD PREMISES WEST: 1000-006.00-08.00-003.001 Fishers Island Farms, Inc. Liber 4085 cp 9 TO Dated: 12/31/1955 West End Land Company Inc. Rec'd: 03/16/1956 (premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUVA 20th�fd/ay of January, 2022 Notaiy Public SANDRAJ.GOLESKi Notary Pdit g01 OM32487 SuWk CouMY,New York CommMW E*m;Aug.26,20 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 ► Fidelity National Title INSURANCE SERVICES, LLC West End Land Company Inc. Liber 5973 cp 017 TO Dated: 06/06/1966 Fishers Island Utility Company Inc. Rec'd: 06/13/1966 (premises and more) Fishers Island Utility Company Inc. Liber 9121 cp 70 TO Dated: 11/20/1981 John E. Pendleton and Angela C. Pendleton, as joint Rec'd: 12/28/1981 tenants with right of survivorship John E. Pendleton and Angela C. Pendleton, as joint Liber 9349 cp 138 tenants with right.survivorship Dated: 03/13/1983 TO Rec'd: 04/27/1983 Richard C. Edwards and Barbara A. Edwards, his wife Richard C. Edwards and Barbara A. Edwards,his wife Liber 11958 cp 708 TO Dated: 03/30/1999 Audrey N. Ludeman Rec'd: 04/21/1999 Audrey N. Ludeman Liber 12633 cp 709 TO Dated: 06/23/2010 Audrey Noyes Ludeman, as Trustee of Audrey Noyes Rec'd: 08/05/2010 Ludeman Qualified Personal Residence Trust dated 09/25/2009 LAST DEED OF RECORD FIDELITY NATIONAL TI E INSURANCE SERVICES,LLC Sworn to before me this JEAN DUVA 20th day of January,2022 Notary Public SANORAJ.GOLF-SIG NoEary Pubft#01005032467 SUM&CW*'New k i r A?a/� Commmm m.,Auq. 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 7404-011023 Fidelity National Title Insurance Services, LLC nm 24 Commerce Drive, Riverhead, NY 11901 PHONE: (631)727-0600 1 FAX(631)727-0606 Application Date: 03/18/2021 Report Due Date: 04/01/2021 Title No.: 7404-011023 APPLICANT,T.BU,Y<ER'AT rORNEY t. ,, F`AMOUNT O�INSURANCE �_.� . Matthews & Ham FEE AMOUNT- $350,000.00 Attention: Stephen L. Ham, III 38 Nugent Street SOUTHAMPTON, NY 11968 Phone: (631)283-2400 Fax: (631)287-1078 Email: stevehaml90@gmail.com Sales Rep:TLS .:LENDER':ATTORNEY:: ,. BUYER John Pollart 4.:SELlER Thomas Shillo and Dianna L. Shillo SELLER ATTORNEYa SURVEY=INSTRUCTI`ONS: William D. Moore, Esq. VACANT LAND-SURVEY TO FOLLOW Attention: COMPANY;CHARGES *. 1020 Main Road Fee Premium $350,000.00 $1,505.00 Southold, NY 11971 Estimated Recording Charges $1,500.00 Phone: (631) 765-4663 Fax: (631)765-4643 ariance with Fee Search $475.00 Email: wdmoore@mooreattys.com; betsy@mooreattys.com; Municipal Totals-See Attached $182.00 'uliaschade@mooreattys.com;juliaspan@mooreattys.com Endorsements Totals-See Attached $50.00 Escrow Service Charge- Buyer $50.00 Escrow Service Charge-Seller $50.00 Recording Service Fee- Buyer $25.00 Recording Service Fee-Seller $25.00 Madeline Avenue Sales Tax(8.87500%) $58.31 Fishers Island, NY 06390 County of Suffolk Sub-Total $3,920.31 Town of Southold Municipal Search charges quoted herein are estimated only Dist: 1000 Section: 006.00 Block: 08.00 Lot: 004.000 and will be finalized prior to closing. SPECIAL!°°INSTRUCTIONS , A ` 'RECORDING TAXES , .. -, .. ,.: ...,.... , w. CPF Tax $5,500.00 Conveyance Tax $1,400.00 Sub-Total $6,900.00 RECORL1lNG CHARGES: =_ Sub-Total $0.00 Each document to be recorded subject to a$25 service fee. ;TOTAL CHARGES '$1082Q.31 'A DUE: $1,0,820 31f 7 Please be advised that FNTIC has implemented a rate calculator for your convenience to enable you to calculate your title insurance rates.The website can be accessed at http://nyrates.fntic.com NY Title Bill Application Page 1 of 2 (7404-011023/28)January 20,2022 07:35 AM Date: 01/20/2022 Closing Date: Title No.: 7404-011023 Closer: Applicant: Matthews &Ham Bank: Buyer: John Pollart Bank Attorney: Seller: Thomas Shillo and Dianna L. Shillo Seller Attorney: William D. Moore, Esq. Premises: Madeline Avenue Sales Rep: Tammy L. Sweda Fishers Island, NY 06390 County of Suffolk County: Suffolk Town of Southold Dist: 1000 Section: 006.00 Block: 08.00 Lot: 004.000 ype of Insurance: Owners/Fidelity National-NY-Zone 2-Owner's Policy below$1 Million MUNICIPAL SEARCH DETAIL: Total: $182.00 Bankruptcy Search $60.0 .. TaxSearch ...........................................................................No Charge Patriot Search $60.00 ................................................................................................................................................................................................................................................................................................................................................. Street Report $62.00 ................................................................................................................................................................................................................................................................................................................................................ NY Title Bill Application Page 2 of 2 (7404-011023/28)January 20,2022 07:35 AM A—ZTARCHITECTS Albert•Righter•Tittmann Town of Southold Building Department Town Hall Annex 54375 Main Rd PO Box 1179 Southold,NY 11971-0959 RE: John Pollart,Fishers Island House,Permit Application To Amanda Nunemaker, Please find the following enclosed: • Application for Building Permit • (4)Copies of Building Plans • (4)Copies of Rescheck • Survey • Suffolk County Department of Health Services Permit Approval Sincerely, JI. Jacob Albert 262 Washington Street 2nd Floor Boston, MA 02108 617.451.5740 ARTarchitects.coni Jacob U.Albert ,James V.Righter john B. 74tmann jdm B. Clancy Albert Righter•Tittmann AITARCHITECTS ® E V JAN 3 i�►I BUILDING DEPT. Town of Southold TOWN OF SOUTHOLD Building Department Town Hall Annex 54375 Main Rd PO Box 1179 Southold,NY 11971-0959 26 January,2022 RE: John Pollart,Fishers Island House,Permit Application and revisions requested To Nancy Dwyer, We have modified the relevant drawings to address your requests. Please find the following enclosed: • (4)Copies of relevant sheets—A1.0,A2.0,A2.1,A2.2,A3.1,A4.0,A5.0 • Fidelity National Title Insurance Services,LLC.Certification of property in single and separate ownership. • RE: Open Permit for accessory dwelling.We have been to the site and can certify that there is not a building of any kind currently on the site,nor has there been for the duration of our involvement. Sincerely, aa�sa�irtrth Rto` cjj/ e iQ �v '�pyy1-��i YixxQs�y��f`l N?� Jacob Albert O•�� •�.s�ry '�682��o i1��'wWyr rtan�a.-- 262 Washington Street 2nd Floor Boston,MA 02108 617.451.5740 ARTarchitects.com Jacob D.Albert James V.Righter John R Dttmann John B. Clancy, SILT FENCE Drawing Copyright 02015 STRAW BALE BINDER PLASTIC LINING WIRE 21" NATIVE MATERIAL g4^ 2x2 W,iREN MESH `a WOVEN WIRE FENCE (MIN. 14 1 Y GAUGE W/ MAX. 6" MESH .. (OPTIONAL) T 1/2 SPACING) z 0 0 0 r WEST 33 Wilbur Cross Way,Mansfield,CT 06268 WOOD OR NOT TO SCALE - \ 1p. MAX. CENTER TO C 36" MIN. LENGTH ' 101East Hartford East River ,CT 06108SECTIO or METAL STAKES O 0 O Q _ / 1 - - II --.___ __ - HARBOR ENTER SITI�' ; ; ; (2 PER BALE) 0 � 0 0 � FENCE POSTS 860 885 1055 I www.chacompanies.com v l/ I ( _ DRIVEN MIN. 16" 0 INTO GROUND z ao I's!� ,10'YMIN. B I B2 4'-8" x 8'-6" LEACHING GALLEY 2-� HEIGHT VARIES NOT TO SCALE STANDARD D-BOX IL; NOT TO SCALE _� OF FILTER 16 MIN. chi 6" MIN. PLASTIC STRAW SALLE LINING PLAN (TY') 10. -` PERSPECTIVE VIEW NOT TO `.SCALE CONCRETE WASHOUT PIT WEST SITE DEVELOPMENT PLAN CON WOVEN WIRE FENCE (MIN. 14 I PREPARED FOR: NOTES: MESH .O� 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL ' �` 1 SPACANG) WITH FILTER"CLOTH z HARBOR CONSTRUCTION, LARGER PROJECTS OR PROJECTS RE(OUIRING JOHN POLLART PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/T[RUCK, �¢ �'iY 7i" j�i q A'� 36" MIN. FENCE POST a 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). L ` �Oti�0+1 UNDISTURBED `V CLAIRE POLLART MATERIAL AN LIQUIDS MUST BE REMOVED FROM EXISTING �p `?'C F��9T�. H-OW-A GROUNDMADELINE AVENUE 2. CAPTURE ATER L D L 0 Q,PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES RESIDENCE j0,75% OF ITS CAPACITY. ? Gs �P I T A H E r0 ENSURE CONTP�INMENT MUNICIPAL WATER ��c Qy� F 0 COMPACTED S _ FISHERS ISLAND 3. INSPECT PIT R OR O E C U5 `� �"� , ` ' LOCATION MAP SCALE 1 " 400' NEW YORK IZOF WASH WATER. EXISTING ON SITE SEPTIC „ '! Tj � EMBED FILTER CLORESIDENCE cyA MIN. OF 6" IN GROU ]'EST' HOLE DATA MUNICIPAL WATER ` sG�T��qsF� 4" is ON SITE SEPTIC c C' BY: R. STROUSE P.E.,L.S. 04-03-2007 0"- 4" TOPSOIL SECTION VIEW 4"-36" SAND- SP CONSTRUCTION SPECIFICATIONS 36"-100" COARSE SAND- SP PROVIDE WATER SERVICE WATER 0 5.6' COORDINATE WITH FI 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WATER ELEVATION 0 5.9' EXISTING WATER WORKS �, WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U TYPE Unified Soils Classification USC System from ASTMI D-2487 RESIDENCE _ OR HARDWOOD. Major Division: Coarse-Grained Soils, Clean Sands ) MUNUCIPAL WATER �� -- 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH Group Symbol: SP Poorly Graded Sands and Gravels, �--- PROVIDE CONSTRUCTION �•�---....� P ym Y Little or No Fines ONI SITE SEPTIC MOD. ENTRANCE ,� TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE NRCS, USDA Soil Classification: GP, Gravel Pits (FOUND) PROVIDE CONCRETE TRUCK WASH-OUT WOVEN WIRE, 6" MAXIMUM MESH OPENING. PIT IN EDGE �' � 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY [IQ� A`N oP w y PAV `" W SHALL BE OVER-LAPPED BY 51X INCHES AND FOLDED, FILTER CLOTH EMENT ``��� SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED ) 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED ; EX � \ EQUIVALENT. HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO E \ I AMENLi 145_ T 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 6, \ I 0 CENTR,q� ENGAGEMENT. w�c �� '•-�\ AVE VE- EQUIVALENT. II�E 1 i \ 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, P� s / pE�' �\ (; �j, 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALOt ) NIA - � 1 �' 73.26 t POLE 2001E --�,�- REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO • 3156 1'0 WEST ALTER AN ITEM IN ANY WAY. , d' , /j \ N S�54'15 I HAR90R . . PROVIDE BOULDER ` _ //� __r, PROVIDE 3't HIGH 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S RETAINING WALL- / BOULDER RETAINING SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF .:: M.. HEIGHT VARIES V-3' / "� -'12� I WALL 3' FROM PROPERTY '� I 1 THE LAND SURVEYOR. LINE- TOP OF WALL EL 12.5E IT IS A VIOLATION OF LAW FOR ANY PEttM LKM TI♦EY ARE ACING UNDER THE DREcTK N OF A UCENSET)PROFESSIONAL / 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC ENaNEEX ARO►MCT L► ARawTEOT oR LAND TEST I STAGING 10'-8" " " SURVEYOR TO ALTER AN M eI ANY WAY.IF AN ITEM BEARMG 1W HOLE I I I SURVEY TRIANGULATION STATION PROS N 432747 / w � MIRM KNOCKOUT INLET ANDM„ E • CT / �1 ENGINEER,ARCHITECT,LANDSCAPE AL IS ALTE M,T LAND THE FINISHED / W 383.80 \/ I / I �"�' I OUTLET OPENINGS 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, NOTATION ALTERED BY FOU.OMED BY TIiE1R SIGNATURE,TIE GRADE �/ I I 1 SECTION 006, BLOCK 8, LOT 4. DATE OF SUCH ALTERA710N,AND A SPECIFIC DESCRp'TION PROVIDE 3 WIDE i ' '} 411RAFt T40 N / / � �j / ---_ -_-L.J STONE TRENCH FOR 6.) TOTAL AREA = 12,843E S.F. Q� RIBS INSIDE .,� FILTER FABRIC PROVIDE 2 5 I (SEE DETAISTORM L <is DRY WELLS 1 I 7.) SITE IS LOCATED IN R-40 ZONE. �`.?�5 FOR ROOF RUN-OFF / ��� / PORCH ' I N NIF 3/4" STONE To (SEE DETAIL) \ r KENNETH AHMAN EXISTING �' N + 8.) PERCENT LOT COVERAGE PROPOSED-16.5 00 % v e � t FINISHED GRADE T N/F 16.2' SINGLE FAMILY RESIDENCE RESIDENCE 9. BASE FOR ELEVATIONS- NAVD$8. EXTEN AUDREY N. N 1 MUNICIPAL WATER ) � STORE-» 'P 1 ON SITE SEPTIC LUDEMANN PR � 10.) THE SITE IS LOCATED IN FLOOD ZONE "X", PER FEMA FLOOD INSURANCE� �� OPOSED 1 � {^'� ' SINGLE FAMILY �� 4::B;EDRO DENCE I m RATE MAP NUMBER 36103CO019H, COMMUNITY NUMBER 360813, PANNEL 19, i RESIDENCE W/1.lNFIN �D wEMENT MAP SUFFIX:H, REVISED SEPTEMBER 25, 2009. � t � I ia-4MUNICIPAL WATER ,�� ��.�� .::'` FF.° . 14.0 I v CAST r, ON SITE SEPTIC /, /�$ �/ / �{ CONCRETE COVERS 11.) APPLICANT:JOHN POLLART 105 HULBURT ROAD -I PLAN GREAT BARRINGTON, MA 01230 36" / / ` 3 . 1 TYP. 0 COVER LOCKING CASTING 12.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE TRENCH DRAIN CROSS SECTION / �.`: NTS / ) , p STOCKPILE / , �- / r TO GRADE TO GRADE DISPOSAL SYSTEM. "'"`* -�� ' �' OP T' FINISHED GRADE AREA IS/ 10. l ' I ' o- CHIMNEY 13.) THERE ARE NO WELLS WITHIN 150 FT. OF THE PROPOSED DEVELOPMENT. \^� `- ECK 18 '' I 3 N WIRE MESH 20' q N15f < min. r 4„ I12 \ INLETI 4" VENT--- --J 4- VENT--r OUTLET SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LIMITS OF / / \�- LIQUID LEVEL DISTURBANCE >>• / PROVIDE SILT FENCE LO CONTINUOUS HOT N 4. OUTLET I 1Z,500t SO. FT: ,� ---� W PROVIDE SEPTIC1155DO GAL / C CONSTRUC110NNG i ASPH BAFFLE ALT SEAL LINED WITH I PERMIT FOR APPROVAL OF CONSTRUCTION FOR A / O rr - I.i PROVIDE 6-LEACHING I -I --, I--" , e� 1 DEFLECTOR GALLEYS (SEE DETAIL) __J L_ _ ► 6° GAS SINGLEFAMILY RESIDENCE O LY No. Submittal/Revislon App'd By Date USE UNITS MANUFACTURED O J �12 !.PIPE SHED BY DIAMOND --- - (FOUND) PRECAST PRODUCTS / i �,..� - - 3" 3" MANUFACTURER 1 �-L� RHS 07/06l2021 / C _ _ _ _ - - - CROSS SECTION rS S6'38140" W 50% EXPANSIONPROVIDE ` _ 114.71' AREA DISTRIBUTION -� \ 1500 GALLON DATE 8/4/2021 H .S. E F. No. R-21 -1520 N/F 2 CPMPARTMENT APPROVED a- TOWN OF SOUTHOLD E.T C TANK (VACANT LAND) NOT TO SCALE 0 FOR MAXIMUM OF 4 BEDROOMS 0 PROPOSED �-ROOF LEADER EXPIRES THREE YEAR FROM DATE OF APPROVAL w RESIDENCE DRAINAGE CALCULATIONS LEGEND z . z 4~ PVC avYE ROOF AREA = 1960 SF RE 4 B OVERFLOWREQUIRED = 1960 SF SF X 2/12 = 327 CF PROPOSED 4 BEDROOM c) SEPTIC SYSTEM DESIGN FOR EDROOM SIDENCE PROPERTY LINE rn o `So- 4* PVCPVC CUT PROVIDE CLEAN-OUT IN BASEMENT ABUTTERS LINE - - I ems• TO LENGTH MIN. 6" SOIL COVER PROVIDE 4" C.I. PIPE TO A POINT 2' OUTSIDE FOUNDATION WALL OVER DRYWELL BLOCKS AND CATCH DRY WELLS PROVIDE 1500 GALLON SEPTIC TANK- INLET INVERT = 13.0 EDGE OF PAVEMENT RESIDENCE 327 CF /28.27 CF/VF = 11.6 VF EDGE OF GRAVEL ---- 'QE`' BASIN GRATE TO GRADE PROVIDE DISTRIBUTION BOX-INLET ELEVATION-12.5 ----------- 0 i � (NEENAH R-2525-F) OR EOUAL USE TWO(2) - 6'0 X 6'- DEEP DRY WELLS. EXISTING CONTOUR --- 15 - ' o ?a `"° _� .'f'F�s FILTER FABRIC PROVIDE 2 ROWS OF LEACHING GALLEYS- BOTTOM OF UNITS- ELEVATIONS= 10.0 -- s� om LEACHING AREA REQUIRED-300 SO. FT.- PROVIDED-318 SQ. FT. FENCE o �F M �I�If� NEW DRIVEWAY AREA = 1600 SF OVERHEAD WIRES - o��v F so eENO O ® ® 0 0 REQUIRED = 1600 SF X 1.0 X 2/12 = 267 CF Designed By: Drawn By: Checked By: ITT i NOW OR FORMERLY N F 1-1 to IERR I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL 4- SDR 35 PVC 4 ® ® 0 o 267 CF / 9.0 CF/LF =30 LF UTILITY POLE ._® RHS ZBC CB/RHS AFeRI� AND CONSTRUCTION OF SUBSURFACE SEWAGE SLOPE AS REQUIRED m ® 0 0 4) PROVIDE 30 FEET OF STONE FILLED TRENCH o ® 0 a m BOUNDARY POINT 0 Issue Date: Project No: Scale: z DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE i- STONE OR ® ® @ o o MONUMENT N CONSTRUCTION ENITRANCE AND WILL ABIDE BY THE CONDITIONS SET FORTH SCREENED GRAVEL I- NOT TO SCALE THEREIN AND ON THE PERMIT TO CONSTRUCT. SOIL CLASSIFICATIONS BUILDING SETBACK LINE ® 5- 5-202 070011 1"=20' ' 6 V It Drawing No.: o STORMWATER DRYWELI_ DETAIL B' GP- GRAVEL PITS NOT TO SCALE � APPLICANT 20 10 0 20 SHEET 1 OF 1 GRAPHIC SCALE IN FEET ui i� Drawing Copyright 0 2015 C Fl A 'ate r WEST 33 Wilbur Cross Way,Mansfield,CT 06268 101 East River Drive,1 st Floor SITE H A R B O East Hartford,CT 06108 860-885-1055 I www.chacompanies.com J Q U JAN 2 3 20?-4 .o AS—BUILT PLAN ° WEST PREPARED FOR: �'���ii HARBOR JOHN POLLART CLAIRE POLLART EXISTING ooa` 4:10 0�c F�gTF RESIDENCE ' `0, 000 00 �oF �� MADELINE AVENUE ° �'G �'� �sTox' /S FISHERS ISLAND MUNICIPAL WATER '� 0 F NEW YORK EXISTING ON SITE SEPTIC c �, 'S;,�c,� LOCATION MAP SCALE 1 =400 RESIDENCE MUNICIPAL WATER 00tis<1' ti S ON SITE SEPTIC ` T�qs L✓ 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED I c d'ioti�TC9 HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE. I 0,7 F ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, EXISTING — UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO RESIDENCE —_— �� ALTER AN ITEM IN ANY WAY. MUNICIPAL WATER I moo �"��_—_ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S ON SITE SEPTIC MON. SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF (FOUND) -- —— THE LAND SURVEYOR. —�W EDGE W _ OF iv 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC G 6„ WP\ER MP\N PAVEMENT Iw\ SURVEY TRIANGULATION STATION PROS ��OF NE( / EX\5�\N w/ c 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, �� ��C� P. 11/ �'� / G ^` ,r 145'f -- SECTION 006, BLOCK 8, LOT 4. / ry G AVENUENTRAL 6.) TOTAL AREA = 12,843f S.F. Gftr :."'+ -INE 'r r:r' . / ADE r1 6' POLE — 7.) SITE IS LOCATED IN R-40 ZONE. 73.2 w ual 20o t Tp w �—_.. �� �N SO 54'15" E- o/ I 11156 HARBOR EST �� 0 _ 8.) BASE FOR ELEVATIONS- NAVD88. S�Q o/W 9.) THE SITE IS LOCATED IN FLOOD ZONE "X", PER FEMA FLOOD INSURANCE POLE RATE MAP NUMBER 36103C0019H, COMMUNITY NUMBER 360813, PANNEL 19, #155 MAP SUFFIX:H, REVISED SEPTEMBER 25, 2009. IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL / TEST ENGINEER,ARCHITECT LANDSCAPE ARCHITECT HOLE LAND � SURVEYOR AN TO ALTER AN ITEM IN Y WAY.IF ITEM BEARING THE -itSTAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND / W 383.80 bD NOTA71ON'ALTERVEYOR ED BBY'FOLLOWED BY THEIR SIGNNATUURRE,TMTHE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 10' N/F 0 KENNETH AHMAN EXISTING AUDREY N.NIF Lq l SINGMUNICIPI AL WATER RESIDEVICE RESIDENCE / ►(I� 1 LUDEMANN ON SITE SEPTIC N SINGLE FAMILY D � G RESIDENCE MUNICIPAL WATER ON SITE SEPTIC EXISTING FOUNDATION z Ld 0 24 9' LOCATED 12/21/2023 LL Y 11.1' o P 0-44 o t� 0 0 o � N 2 rr w 1.PIPE SHED, No. Submittal I Revision App'd By Date (FOUND) S ST39'40" W �-- 0 114.71' U W O a N/F TOWN OF SOUTHOLD l (VACANT LAND) 0 0 O z O of LEGEND Q PROPERTY LINE ABUTTERS LINE -- AS-BUILT EDGE OF PAVEMENT EDGE OF GRAVEL ------------------- 0 EXISTING CONTOUR ——— 15 ——— FENCE OVERHEAD WIRES o/W Designed By: Drawn By: Checked By: o NOW OR FORMERLY N/F _ zBc CB UTILITY POLE -�- BOUNDARY POINT 0 Issue Date: Project No: Scale: i MONUMENT ® 1/3/2024 070011 1"=20' 20 10 0 20 BUILDING SETBACK LINE Drawing No.: O a� GRAPHIC SCALE IN FEET SHEET 1 OF 1 �wonanerm i tWEST MWft 101 E,N n,D o9'NFi 0626E 8� HARBOR Ea Hartl°dGTae,aa abn•east N I tfola TWIOB ecc°m i ' 1 ` 4 AS-BUILT PLAN WEST PREPARED FOR: A HARBOR JOHN POLLART I �o �DHRo+i CWRE POLLART IXIST)NG �� �'oxt•"�rF 1 RESIDENCE C��F oo4jP MADELINE AVENUE I MUNICIPAL WATER yy `? s FISHERS ISLAND EXISTING 1 ON SITE SEPTIC .�i�0, LOCATION MAP SCALE 1"=400' NEW YORK RESIDENCE 1 MUNICIPAL WATER \ cONs�� q�.p IiMIES 1 ONN SITE SEPTIC G��HC9sC!y 1.)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED B D.y HEREON.ANY I EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO J��p4p s BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 1 •\ O�c� ENGAGEMENT. EXISTING 2.)IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON. RESIDENCE _ UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. 1 _ —� MUNICIPAL WATER 1 _—f� dI _� 3.)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S ON SITE SEPTIC MON. —�� SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. OF PANS $ 4.)COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND GEODETIC i N VIA VATI, GE w_ SURVEY TRIANouLATION STATION'PROS' OF NEW G W / fX1Sn / LIF PROD \ 5.)SITE IS IN THE TOWN OF SOUTHOLD•COUNTY OF SUFFOLK TAX MAP TODD. 'AF' p.@y y0.C_ AMEN (FOUND) SECTION 006,BLOCK 8,LOT 4. /�P�p�G C+C °i' 1953 RTC� y'C \� OE�INE AVOyU� L 6.)TOTAL AREA-12,843t S.F. * U WATER METER © _N 5 E I:it `0 6 200��rEST � 7.)537E IS LOCATED IN R-40 ZONE p. ET.EC METER I —__ B.)BASE FOR ELEVATIONS-NAVD88. °Fys 051016 J y I 9.)THE SIZE IS LOCATED IN ROOD ZONE-X-,PER FEMA ROOD INSURANCE FO�Np 5JF POLL �,L1 T RATE MAP NUMBER 36103COD19H,COMMUNITY NUMBER 360813.PANNEL 19. 815S w Q'110 I MAP SUFFIX.-H.REVISED SEPIEMBER 25,2009. _ _ /N 4327.47 Wei ` T"" 1 '""°ro° m""o" / W 383.80 -- / 10• $ N/F PORCH I KENNETH AHMAN EXISTING N/F ORYWEIL / 0Y SINGLE FAMILY RESIDENCE AUDREY N. (TYPJ MUNICIPAL WATER RESIDENCE LUDEMANN _ ID.D• m ON SITE SEPITC SINGLE FAMILY I' RESIDENCE GAS REGULAIUR MUNICIPAL WATER ON SITE SEPTIC 24 . c EDam6c FDUNwnoN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � . 11TCATED 12/21/2023 'UNDERGROUNDAPPROVAL OF CONSTRUCTED WORKS FOR 1000 GALLON 1s• ` .A 11.D• ASINGLE FAMILY RESIDENCE PROPANE TANK 9t+ � e Date 62r2026 H.S.Ref.ND. R-21-1520 `" s DECK The sewage disposal and water Supply facilities at this Location have been m / 1500 GALL inspected and/or certified by this Department or other agencies and found 2 SEPTIC TANK 1 to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. O /}� 4o V d^ GENERATOR 3 ° JO•'NTHAPd PAT,P.E.,C.'I 90 50 LPIPE Office Of Wastewater Management Ra Sw.AIR�AJ n 6y I7� FOUND) SHED DISTRIBUTION BOX 1. SEFIICASBUaT NN 6I.f01I5 6 LEACHING GALLERIES 03 39'40'W 114.71' S 68 2 ASNWa.i [9 Ylyl1016 N/F i TOWN OF SOUTHOLD y (VACANTEi J— LAND) i TIES FOR SEPTIC SYSTEM TO POINT FROM POINT"A" FROM POINT "B" DESCRIPTION of 1 24' 20.5' TANK INLET COVER LEGEND S 2 31, 27.5' TANK CUTLET COVER PROPERTY LINE 3 38.W 34.5 DISTRIBUTION BOX ABUTTERS LINE -- AS-BUILT i yr. 4 33' 35.5' LEACHING GALLERY COVER EDGE GRAVEL GE OF PAVEMENT 5 41.5' 4ZV LEACHING GALLERY COVER EDGE OF GRAVEL ___________________ EXISTING CONTOUR ———15--- 6 37-V 43' LEACING GALLERY COVER FENCE ✓! N ti/ 7 4S3' 49 LEACHING GALLERY COVER OVERHEAD WETS FORMERLY By: Daum By: Checked By: 6 µ' 51.5' LEACHING GALLERY COVIIR NOW OR FORMERLY N/F _ ZBC CB UEBOY POLE 9 51' 5r LEACHING GALLERY COVER BOUNDARY PoINf O Issue Data: Paject No: Sole: MONUMENT 16=24 070011 1'=2e BUILDING SETBACK LINE �' ZO 10 0 20 D.Ort,NO.: j GRAPHIC SCALE IN FEET SHEET 1 OF 1 CGenerated by REScheck-Web Software �J( Compliance Certificate Project Pollart +�yteentttt�'dd Energy Code: 2018 IECC ,,..a..�!�.Cl °i® Location: 0. Southold, New York Go R •, Construction Type: Single-family Project Type: New Construction C ° Orientation: Bldg. faces 0 deg, from North ® a l i Conditioned Floor Area: 2,815 ft2 a..ti Glazing Area 23% ®'•9'���y,*1'°68' O'��+'+ Climate Zone: P or THE M K"b++s+ 4 (5572 HDD) retrrnt� Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4 Madeleine Ave Jacob Albert None Selected Fishers Island, NY 06360 ART Architects 262 Washington St Boston, MA 02108 6174515740 jalbert@artarchitects.com Cclmpliance:� Passes using UA trade-off Compliance: 3.0%Better Than Code Maximum UA: 471 Your UA: 457 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the 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 Roof:Cathedral Ceiling 1,944 49.0 0.0 0.022 0.026 43 51 Wall:Wood Frame, 16" o.c. 2,840 19.0 0.0 0.060 0.060 128 128 Orientation: Unspecified Doors-Entry and Mudroom: Solid Door(under 50% glazing) 40 0.440 0.320 18 13 Orientation: Unspecified Door:Glass Door(over 50%glazing) SHGC: 0.31 93 0.310 0.320 29 30 Orientation: Unspecified Window 2:Wood Frame SHGC:0.31 568 0.310 0.320 176 182 Orientation: Unspecified Floor:All-Wood joist/Truss 1,425 21.0 0.0 0.044 0.047 63 67 Project Title: Pollart Report date: 12/13/21 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jacob AlbertxCk� 12/13/21 Name-Title igna.ure Date Project Notes: A contractor has not yet been selected for the project. Project Title: Pollart Report date: 12/13/21 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, :Construction drawings and I ❑Complies 103.2 �documentation demonstrate ❑Does Not [PRl]1 :energy code compliance for the ;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 :lighting and mechanical systems. [-]Not Observable u !Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: !❑Complies 403.7 sized per ACCA Manual S based Btu/hr 1 Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ! M Manual J or other methods j !❑Not Observable approved by the code official, i Btu/hr i Btu/hr ❑Not Applicable I Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 3 of10 section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 �A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not lip extends a minimum of 6 in. below ; grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ; [FO12]2 installed. UDoes Not U ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ;❑Complles See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FRl]1 I❑Not Observable ❑Not Applicable 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, ❑Not Applicable e [FR21FR2] I � � � u ; 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 !are determined in accordance ❑Does Not V ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ( ❑Complies [FR23]1 installed per manufacturer's I ❑Does Not instructions. kkk v ; ( J❑Not Observable 4 j❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting I ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440!! or has infiltration rates per NFRC f ❑Not Observable ; 1400 that do not exceed code ❑Not Applicable limits. if 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 :insulated >= R-8 where duct is ❑Does Not v >= 3 inches in diameter and >_ R-6 where<3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 :for< 3 inches in diameter. 403.3.2 :Ducts, air handlers and filter I ❑Complies ; [FR13]1 ;boxes are sealed with ❑Does Not ;joints/seams compliant with(ioInternational Mechanical Code or " ❑Not Observable !International Residential Code, as ❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as ❑Complies [FR15]3 ;ducts or plenums. ❑Does Not S iE]Not Observable j �❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 5 of10 Section Plans Verified Field Verified & Req ID # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions . 403.3.7 ;Ducts declared to be within the ; ❑Complies [FR28]3 ;conditioned space are either 1) ❑Does Not completely within the continuous $ air barrier and within the building ❑Not Observable lthermal envelope,2) buried ❑Not Applicable ;within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the I 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 I 1 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 [FR17]2 ;above 105°F or chilled fluids ; ;❑Does Not below 55°F are insulated to 3. >_R- ❑Not Observable ' ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC { ❑Complies [FR24]1 :piping. ❑Does Not U0 ❑Not Observable IE]Not Applicable 403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 '>_R-3. ❑Does Not ❑Not Observable T❑Not Applicable 403.E Automatic or gravity dampers are ❑Complies [FR19]2 I installed on all outdoor air IE]Does Not intakes and exhausts. [-]Not Observable IE]Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 �or the installed R-values ❑Does Not V provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood El Wood ;❑Does Not table for values. [IN1]1 I❑ Steel ❑ Steel ;❑Not Observable I ;[:]Not Applicable I 303.2, ;Floor insulation installed per ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the U :underside of the subfloor,or floor [:]Not Observable :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 members. 402.1.1, :Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 4012.2.5, !mass wall with at least 1/z of the I❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall insulation on the wall I❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation v !requirement applies(FR10). ❑ Steel ❑ Steel j❑Not Applicable : : 303.2 :Wall insulation is installed per ❑Complies [IN4]1 !manufacturer's instructions. ❑Does Not : ❑Not Observable } ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Celling Insulation R-Value. R- R- ;OComplies lSee the Envelope Assemblies 402.2.1, 1 ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ; ❑ Steel ❑ Steel I❑Not Observable ; 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per qq ❑Complies 303.2 !manufacturer's instructions. t ❑Does Not [F[2]1 :Blown insulation marked every 300 ft2. i€ ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not +to soffit and eave vents that extends over insulation. ❑Not Observable IE]Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [FI3]1 :insulation ?R-value of the UDoes Not :adjacent assembly. ,❑Not Observable E]Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= DComplies [FI17]1 lach in Climate Zones 1-2,and UDoes Not <=3 ach in Climate Zones 3-8. j ;❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]1 !determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total ;leakage measured with a I❑Not Observable !pressure differential of 0.1 inch ; ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler {enclosure if installed at time of ! ! !test. Postconstruction test:Total ;leakage measured with a !pressure differential of 0.1 inch w.g. across the entire system ! j ;including the manufacturer's air !handler enclosure. ! ! ! 403.3.4 ;Duct tightness test result of<=4 _cfm/100 cfm/100 I❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 i❑Does Not <=3 cfm/100 ft2 without air ! handler @ 25 Pa. For rough-in ! !❑Not Observable ;tests,verification may need to ;❑Not Applicable ; occur during Framing Inspection. ! 403.3.2.1 ;Air handler leakage designated ❑Complies [F[24]1 !by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ,' ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not !heating and cooling systems and initially set by manufacturer to ❑Not Observable ;code specifications. ❑Not Applicable ; 403.1.2 'Heat pump thermostat installed ❑Complies [FI10]2 #on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 ;systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:.Pollart Report date: 12/13/21 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not ! 3 HVAC equipment meet efficacy ❑Not Observable and airflow limits per Table R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ,control to lower boiler water [-]Not Observable temperature based on outdoor ! ❑Not Applicable �temperature. 403.5.1.1 j Heated water circulation systems []Complies [FI28]2 have a circulation pump.The []Does Not system return pipe is a dedicated f 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 I automatically turn off the pump ;when water is in circulation loop i is at set-point temperature and no demand for hot water exists. 403.5.1.2 ,Electric heat trace systems []Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not ! 515. Controls automatically ! adjust the energy input to the []Not Observable heat tracing to maintain the []Not Applicable desired water temperature in the 1 piping. 403.5.2 Demand recirculation water []Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the []Not Observable water entering the cold water ❑Not Applicable ;piping to <= 1049F. 403.5.4 ;Drain water heat recovery units ❑Complies [FI31]2 {tested in accordance with CSA ❑Does Not 11355.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable 3 individual units connected to one or two showers. Potable water- !side pressure loss of drain water heat recovery units < 2 psi for ! individual units connected to .three or more showers. 404.1 ;90%or more of permanent ❑Complies [F[6]1 !fixtures have high efficacy lamps. ❑Does Not I ❑Not Observable ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not U ; ❑Not Observable i❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F]7]2 ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pollart Report date: 12/13/21 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 I Manufacturer manuals for ; ❑Complies (FI18]3 mechanical and water heating I ❑Does Not systems have been provided. ❑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: Pollart Report date: 12/13/21 Data filename: Page 10 of10 1z2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Door Rating U,-Factor SHGC Window 0.31 0.31 Door 0.31 0.31 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name• Date• Comments W00 O N TABLE OF CONTENTS U `_ NSI I„U CEO O Q N •-- J � � U w a U A \ D Y o SHEET# SHEET TITLE a Q 17:� N O A0.0 COVER • • A1.0 SITEISURVEY PLAN,BY CHA CONSULTANTS • o 12A2.0 BASEMENT PLAN • • `-" 0 0 21 A2.1 FIRST FLOOR PLAN • • pPERM r, A22 SECOND FLOOR PLAN • • A2.3 ROOF PLAN • o A3.0 NORTH&EAST ELEVATIONSPERM T REV SED . 26 22 • �' A3,1 SOUTH&WEST ELEVATIONS • • A4.0 BUILDING SECTIONS • • N A4,1 BUILDING SECTIONS • N A5.0 WINDOW&DOOR SCHEDULE • • E2.0 BASEMENT ELECTRICAL PLAN • E2,1 FIRST FLOOR ELECTRICAL PLAN • E22 SECOND FLOOR ELECTRICAL PLAN • S1.0 STRUCTURAL • S2.0 STRUCTURAL • \ S2,1 STRUCTURAL • \ S22 STRUCTURAL • S2.3 STRUCTURAL • S2,4 STRUCTURAL • S3,0 STRUCTURAL • APPROVED AS NOT Do �.` 'OUT Cr- DATE: � ,� TE B.P.# >-I f n /�p' `, OCCUPANC i NOTIFY BUILDING 'APARTMENT AT 765-1802 8AM 'f0�''4 PM FOR THE � n� FOLLOWING INSPM-flONS: F--i i ( 1. FOUNDATION -I REQUIRED q COMPLYWITH ALL CODES OF i FOR POURED�Z RETE 2. ROUGH = FRAME iC;�&'PLUMBING NEB% 'CORK S!ATE & TOWN CODES 3. INSULATION AS RE'"' 11RLG ND CONDITIONS OF 4. FINAL CONSl'a11IbN MUST BE COMPLETE FOR C.O. SX,-10!D TOWN ZBA �••—� C� -1 ALL CONSTRUCTION SHALL MEET THE H SOUTHD OL T i �r 0 REQUIREMENTS OF THE CODES OF NEW PLAftN,hu BOARD YORK STATE. NOT RESPONSIBLE FOR SOUTH OLD TO WNTRUSTEES 1�1 I N ERRORS. N TRUCT 0 DESIGN OR COS P J S.DEC 0 DO NOT PROCEED WITH OF FOUNDAT 0 UNTIL LOCATION SURVEY TRUSS F[_ACARf�ING REQUIRED ~ HAS BEEN APPROVED. 19 r+ "' ; ' f Rc Il,IP► STORM INATE R RUnN OFF PLUM[,-R CERTIFICATION PURSUANT TO CHAPTER 236 ON LEAD CONTENT BEFORE �a OF CERTIFICATE THE TOWN CODE. ,ATE OF OCCUPANCY A SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEE!J 2110 OF 1% LEAD. W j - �, •- V I til exterior lighting laced or installed,rep repaired shall conform W to C Town Code of the p,I11st provide Manuals n, J and S as per NY'S Energy Code W A VIEW FROM NORTHEAST Blower door and duct`vork testing required. aaW Ix w � N a � z CD � U O oo CS w+ Q��• �v A Le�•ri '11i •�. 'cif, ^•..,..� OY w� 1 SILT FENCE Drawing Copyright©2015 STRAW BALE BINDER PLASTIC LINING WIRE 21" " 2X2 5/9 1s GA. WOVEN WIRE FENCE (MIN. 14 NATIVE MATERIAL 94 WIRE MESH . J 1 1/2./n GAUGE W/ MAX. 6 MESH (OPTIONAL) SPACING) C4 SECTION B-B = =_ 0 = O m "' 10 r- WEST 33 Wilbur Cross Way,Mansfield,Floor 06268 C� � � � � � N MAX, CE 101 East River Drive,1st Floor WOOD OR NOT TO SCALE . NTER TO CENTER 36" MIN. LENGTH SITE East Hartford,CT 06108 METAL STAKES = = = � � � / 1_ � 1I FENCE POSTS HARBOR 860 885 1055 I www.chacompanies.com (2 PER BALE) 0 � � 0 DRIVEN MIN. 16" ____ y , � � � � � � � � � ••` � '� INTO GROUND Z • °D II Q B 10' MIN.--I) .2w I ,� 4'-8" x 8>f-6a LEACHING GALLEY W VARIES P NOT TO SCALE STANDARD D-BOX �I HEIGHT NOT T01 SCALE \\\\\/\\ OF161L MIN. U pj 6" MIN. PLASTIC STRAW BALLS LINING PLAN (TYP) 10. PERSPECTIVE VIEW NOT TO SCALE '���` WEST SITE PREPARED FOR:DEVELOPMENT PLAN CONCRETE K►ASHOUT PIT �' WOVEN WIRE FENCE (MIN. 14 II NOTES: 1 1/2 GAUGE W/ MAX. 6" MESH 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL �q�A�'p SPACING) WITH FILTER CLOTH Z HARBOR CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING ^' '� I JOHN POLLART PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TFRUCK, y0" Cipy ` 9�0'�,p0 36" MIN. FENCE POST `CoV 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). 0l.e� tiC -I'j I UNDISTURBED CLAIRE POLLART 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVES FROM EXISTING *z 014 `7'` �)" F'�9T�. FLOW-. (I GROUND MADELINE AVENUE PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 1 RESIDENCE �o�o c FISHERS ISLAND 75% OF ITS CAPACITY. � MUNICIPAL WATER �� joy V Fps o� COMPACTED SOIL ' % \\ Z LOCATION MAP SCALE 1 "=400' 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT EXISTING ON SITE SEPTIC C `ST/ �` EMBED FILTER CLOTH \\�\/\/\�i w NEW YORK OF WASH WATER. O tiC �� \� co p RESIDENCE cod y� A MIN. OF 6 IN GROUND TEST HOLE DATA MUNICIPAL WATER ` s�, N �TF "4- BY: R. STROUSE P.E.,L.S. 04-03-2007 ON SITE SEPTIC �Tti�S cF o"- 4" TOPSOIL SECTION VIEW 1 3 i ti 4"-36" SAND- SP PROVIDE WATER SERVICE �O7�Fp`s 36"-100" COARSE SAND- SP CONSTRUCTION SPECIFICATIONS WATER 0 5.6' COORDINATE WITH Fl WATER ELEVATION 0 5.9' EXISTING WATER WORKS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE RESIDENCE ----- ���_ OR HARDWOOD. Unified Soils Classification (USC) System (from ASTM D-2487) o Major Division: Coarse-Grained Soils, Clean Sands O NISITEL WATER '�� _- 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH Group Symbol: SP, Poorly Graded Sands and Gravels, Little or No Fines 7 d ON SITE SEPTIC MOM. �- PROVIDE CONSTRUCTION (POUND) PROVIDE CONCRETE ENTRANCE TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE MRCS, USDA Soil Classification: GP, Gravel Pits TRUCK WASH-OUT w �-�- WOVEN WIRE, 6" MAXIMUM MESH OPENING. PIT EDGE OF PA 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY NOTES w PAV w SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH / . wP�E cs �, �, EMENT ��-� SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED EX1SS\NG 6�'�/ 1� c \ \ I EQUIVALENT. HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO vEN lJ G \ I 145'A 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE EQUIVALENT. ENGAGEMENT. i EMI N E - 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, \ MAD 6 POLE ---_.y REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO o 1 73�2 " E olw 3 I� #156 200 f• To WEST ALTER AN ITEM IN ANY WAY. c► 8�5¢'15 I - I• HARBOR PROVIDE BOULDER PROVIDE 3't HIGH �'- 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S RETAINING WALL- //� _y BOULDER RETAINING SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF HEIGHT VARIES V-3' v- ,�'S --'12 I I WALL 3' FROM PROPERTY THE LAND SURVEYOR. i `#155 '� / I I LINE- TOP OF WALL EL 12.5t 0 Yfo IT IS A VIOLATION OF LAW FOR ANY PERSON, THEY ARE/ (A TEST ' «� 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC A a N�A 011TECCT,LANDSCAPEUARRMTEiECT OR LAND I STAGING 10'-8" " " SURVEYOR TO ALTER ED PR MANY WAY.IF AN ITEM BEARING THE HOLE I I � :,, SURVEY TRIANGULATION STATION PROS STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING KNOCKOUT INLET AND suRV IN SMALL sr wP THE DOCUMENT AND arOR LA THE N 432 7.4 7 ,� I �, AREA ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND t 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, NOTATION"ALTERED BY'FOLLot�En BY THEIR SIGNATURE,THE GRADE D / W 383.80 \� I '-i , } 4 // // /�f I I I I OUTLET OPENINGS Il l ) DAZE OF SUCH ALTERATION,Alm A SPECIFIC DESCRIPTION ION 006 s SECT , BLOCK 8, LOT 4. of THE AtTERAnaN. 1,bI I PROVIDE 3 WIDE MIRAFI 140 N _ LJ STONE TRENCH FOR " RIBS INSIDE 4r7 "' a 6.) TOTAL AREA = 12,843f S.F. � � FILTER FABRIC PROVIDE 2 / � / /� � I I (STORM SEE DETAIL) DRY WELLS / / 3 /�/�� t 7.) SITE IS LOCATED IN R-40 ZONE. o FOR ROOF RUN-OFF ��� / SCREENED 10 I N/F 00 3/4" STONE TO SEE DETAIL // cn - d- 8.) PERCENT LOT COVERAGE PROPOSED-16.5% �g ) PORCH EXTEND TO N/�- / \ �f I o� SINGLE FAMILY RESIDENCE DENCE EXISTING + C N + FINISHED GRADE RESIDENCE 9. BASE FOR ELEVATIONS- NAVD88. 00 AUDREY N. i I MUNICIPAL WATER ) LUDEMANN / 1 ON SITE sEPric o �'I N 10.) THE SITE IS LOCATED IN FLOOD ZONE "X", PER FEMA FLOOD INSURANCE SINGLE FAMILY / PROPOSL= 2 STORY- RATE MAP NUMBER 36103CO019H, COMMUNITY NUMBER 360813, PANINEL 19, N - RESIDENCE / 1 4 BEDROOM RESIDENCE i "1 MAP SUFFIX:H, REVISED SEPTEMBER 25, 2009. MUNICIPAL WATER / +/ I� �v, ,� ' W/UNFlI4ISHQ t�ASEMENT 0 CAST FF'r i w CONCRETE COVERS ) 105 HULBURT ROAD r> ON SITE SEPTIC /�j �$ �/ / / I I IEL� 6.0 11. APPLICANT:JOHN POLLART 36" / , TYP PLAN GREAT BARRINGTON, MA 01230 o 12 TRENCH DRAIN CROSS SECTION 1 � I I r(� COVER LOCKING CASTING 12.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE / / )NTs STOCKPILE/ / \..�/ /J �f �l r ' ILL o TO GRADE TO GRADE DISPOSAL SYSTEM. IF DROP 'T' AREA J IS USED FINISHED GRADE /� (l _ o CHIMNEY 13.) THERE ARE NO WELLS WITHIN 150 FT. OF THE PROPOSED DEVEDOPMENT. ') 18X/ //, 0 N X WIRE MESH ' � min. _ r20n. �4„ INLET 4" VENT���e 4" VENT-f OUTLET LIMITS OF 2 � �� 12 I LIQUID LEVEL DISTURBANCE 11. / PROVIDE SILT FENCE LO CONTINUOUS HOT 4" OUTLET 12.500t SQ. FT. o` _ PROVIDE 1500 GAL /�,, MAINTAIN DURING I ;� ASPHALT SEAL BAFFLE 0 M LINE WITH SEPTIC TANK _! CONSTRUCTION Ln I 1/8' PVC `r PROVIDE 6-LEACHING -1 8 60' GAS -I r , r I t' 1 DEFLECTOR GALLEYS (SEE DETAIL) I J L_ No. Submittal/Revision ._ e'. App'd By Date USE UNITS MANUFACTURED 0 I� _ -� �12-- I.PIPE SHED BY DIAMOND _ PRECAST PRODUCTS I - (POUND) a GALLEY 1 MANUFACTURER RHS 07/06/2021 ct _ CROSS SECTION -- - - -" - 114.71' S 86'39'40" W 50% EXPANSION 2 HOUSE LOCATION RHS 12/08/2021 PROVIDE AREA o DISTRIBU ION `� \ 1500 GALLON W 2 COMPARTMENT 0-1 N/F � TOWN OF SOUTHOLD SEPTIC TANK (VACANT LAND) NOT TO SCALE 0 0 r- 0 w PROPOSED ROOF LEADER > RESIDENCE j �oPo , DRAINAGE CALCULATIONS z - 4• PVC wYE ROOF AREA = 1820 SF LEGEND w OVERFLOW REQUIRED = 1820 SF SF X 2 12 = 304 CF SEPTIC SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE PROPERTY LINE o s . / PROVIDE CLEAN-OUT IN BASEMENT __ PROPOSED 4 BEDROOM o ABUTTERS LINE of 9 � � TO PVC MIN. 6• SOIL COVER DRY WELLS PROVIDE 4" C.I. PIPE TO A POINT 2' OUTSIDE FOUNDATION WALL. EDGE OF PAVEMENT RESIDENCE o .S` �sG OVER DRYWELL BLOCKS AND CATCH PROVIDE 1500 GALLON SEPTIC TANK- INLET INVERT = 13.0 o ,, �F BASIN GRATE TO GRADE 304 CF /28.27 CF/VF = 10.7 VF EDGE OF GRAVEL ---------•- 0 2. %p (NEENAH R-2525- OR EQUAL PROVIDE DISTRIBUTION BOX-INLET ELEVATION-12.5 - 0 F FILTER FABRIC D USE TWO(2) - 6'0 X 6'- DEEP DRY WELLS. EXISTING CONTOUR - 15 o PROVIDE 2 ROWS OF LEACHING GALLEYS- BOTTOM OF UNITS- ELEVATIONS= 10.0 o �r�o2F I�U� LEACHING AREA REQUIRED-300 SQ. FT.- PROVIDED-318 SQ. FT. FENCE o �IIJ o NEW DRIVEWAY AREA = 1600 SF OVERHEAD WIRES O/w o FIB 4 90' BEND o @ @ o O REQUIRED = 1600 SF X 1.0 X 2/12 = 267 CF Designed By: Drawn By: Checked By: i m o 267 CF 9.0 CF LF =30 LF N/F Y R Fq� I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL 0 0 O / / NOW OR FORMERLY 4• SDR 35 PVC ^, PROVIDE 30 FEET OF STONE FILLED TRENCH UTILITY POLE -�- RHS ZBC CB/RHS RIB AND CONSTRUCTION OF SUBSURFACE SEWAGE SLOPE AS REQUIRED o 0 0 0 0 ;� BOUNDARY POINT 0 Issue Date: Project No: Scale: Q DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE ° ° 1* STONE OR co0 0 o MONUMENT 1-11 CONSTRUCTION ENTRANCE: AND WILL ABIDE BY THE CONDITIONS SET FORTH SCREENED GRAVEL o a ® 05-25-2021 070011 1"=20' � NOT TO SCALE THEREIN AND ON THE PERMIT TO CONSTRUCT. ,' s' T' SOIL CLASSIFICATIONS BUILDING SETBACK LINE It w Drawing No.: o STORMWATER DRYWELL DETAIL e' GP- GRAVEL PITS o- i APPLICANT NOT TO SCALE 20 10 O 20 SHEET 1 OF 1 ui GRAPHIC SCALE IN FEET 00 +„J O O O) O4-4 4-4 u v w 2 U °' Ln o � N r------------=---------------------------------------------------------------------� 1�7 II € I I I I 1 I I liI-------- -----------------------------------------------------------------� I I I I I I I I I 1 I I + 1 I I I I I I I I I I ---- I BOILER HW i I 12' - 2" I I I I I 1 I L-----t-----, I I (,,a I I I I I I I I A4.0 [ L 16 UP WINDOW I UNFINISHED BASEMENT r, WELL TBD i MECHANICAL EQUIPMENT AND ' I Gp I STORAGE ON CONCRETE SLAB FLOOR I _ _J__L-L_L_1J I (rr••^^� I I I u V J DRAIN CONCRETE WALLS ~I I I I LS I I I li I I W I I r'•"'1 WINDOW A4.0 a WELL TBD I I I 4 A4-1 i u--------J UP WINDOW WELL TBD I I I I I I I I __j -i I ELECTRIC PANEL L---------------------------------------------- ---------- ----------- i 1 A I I w / ,� w : L_____ ________ _______— ____________ ___________ ________________ ——---------------------------------------- Cn W � � W I O / o / I v - - -- � W W LLJ Z N - - a � ,/' °j ,5y• + + ar. e� rHE Ioe tT3 00 o }� N �..r O 1 ' i-1 O Ou � O v 'u A4.0 w w 2 _ � o /..n U �r Q L 110 I / I / N 3 0' - 6" 14' - 6" DECK / " I IPE DECKING I / I I / / Ln / 42"DIA. I I FP INTAKE TABLE CLIV NG/DINING OOM , TOWN& / COUNTRY TC36 C / 0 C , D 4' - 6" CONCRETE STEPS A4.0 / O O O TO BASEMENT 1 Q / WINDOW LIVING!DINING ROOM O / 1 WELL TBD I c 49"TV BEDROOM#1 / O _ / I � - —— — — — I OUTDOOR SHOWER z I ' WINDOW o� 1 A4.0 WELL TBD I I II� ffi \/ _ I" t i / w I '1 4 U E r—i ------ / U r^ am LLJ v J 36" ISLAND BATHRM#1 / RANGE 11'X 4' BATH O / - -- -- E � WINDOW 10 DN UP I WELL TBD ' I O / xi MUDROOM a ¢ ¢ ¢ O KITCHEN 16 111 O / W I -1 I PORCH / WID IPE DECKING m m m m - � 36"REF. - - O - - - - / A - o LLJ 4.0 i I i / m LLJ 0 � 3 10' - 0" I I � N N 1- � N 40' - 6" - / 15' ol / I i i { SCREENED PORCH A4.0 i IPE DECKING i / CD 5 I z -------- ----------- ----------- ------- CD _ - C W C O H � t.tttttttr j,���?,.Q t,c roe+ �°°.°s° FCC« ip •�'Atttt�a' cT3 00 o N O O S-1 O u v� 4 O u xi A4.0 i— o u 2 ►-�+ U o w w � ^N 2Lo N O Q ci 't O Vo 26' - 0" ctl GUARDRAIL AT 36" N O O O © N O O C ROOF DECK IPE DECKING BOILER C O EXHAUST BEDROOM#2 O FP EXHAUST O BEDROOM#3 28 27 26 32 PROVIDE DOOR --- \/ 30 31 SWEEP 25 29 I I I n /\ 7�24 � n BATHRM#2 ( � , A4.0 O 7C2 4 A4-1 ------TEMPERED - ---- TUB \/ 22 ------ GLASS ------ ---- STORAGE O O /\ - ---- INSULATED,GYP. BATH - BD.ON WALLS RM#3 � ------ DN (� 21 17 PROVIDE DOOR 20 o SWEEP ---r=- I O WALK-IN A Q Q Q Q 19 0 0 C I V II I I I k4 PRIMARY BEDROOM m m C LlUj A `{1 J cn W h-1 w W O O O o of W C 5 C ►-+ � � cn m A4.0 � _ SCREENED PORCH e� N IPE DECKING OVER A o N i WATERPROOF MEMBRANE ROOF i i I i 0 I Q W ii U \ O O W z O `N a � z w cn O 1?.0 ArCy,,j��.,ri R 1. .•�trjs:. ,..Sy: .. r ` 4 * „ 22 •µ,,, o �� ',ib N}��� ! 4�- is 0 `1* 0r 10?E r r CC3 00 o � N 4-J O i-1 O Ov v � O u p bjD f— 4-4 1-4 w w � A4.0 CIA = a+ Q Ln Ln x N N GUTTER&DOWNSPOUT co SOLAR ARRAY 00 CHIMNEY ---- -- co 0 A4.0 / 1 H 4 A4-1 0 W H 8 s GUTTER& DOWNSPOUT A � 5 _ V 0 x U m m X A A .0 J W Q LiJ LLJ U LLJ .— �r�{ N N \ \ \ N N N A \ A4.0 5 � � N 5 — 0 I L N a CD z 0 `� �••.•9 S3 A,�e. ��•• Z � • M w • be • i i `� C , 0' • A2,D3 +4'•e�'01'THE M)N*�•�!► C� 00 o y,� N 4-J O o U4-4 O I ' i4-J-J N - - -- - - --- --- - --- - -- - - - - - - ------------------------ cl -- — JOISTS CIA- -- r 18' -8,' i -- PORCH FIN. FL. r - - - - - - - -- --- - 1ST FL. SUBFL. ,A}� - o -- -- - -- 0' p,. IM"M 'MO 1 North Elevation 1 /4 H 1 /4„ - V-0" 0 n W H L x Q Q Q U - W - - m m m B/O CEILNG JOISTS J J - - - 18' -8" - W Q v LLJ -- ~ cn - -- W N N N N - - - - -- - - ---- - - - - 2ND FL .SUBFL. PORCH FIN. FL. o - - - - 9' 6" - - I - - W ,x I- - Q ----- - - ------ - - - - - - - - - - - - 0 0 4lr ti W w Z >. ►-a _ O N O East Elevation 1 4 ti rr �'•<<f�f THE Q Q C C3 00 •~ �— O c QTHIN BRICK VENEER 'ON WOOD FRAME o - - SOLAR ARRAY N N B/O CEILNG JOISTS - - DOWNSPOUT,THROUGH DECKING -_ .. 101 -011 I - - - FP INTAKE- -- - -- 1 ST FL. SUBFL. Ali OWNS= m 0 W 1 South Elevation 1 4 1 /4„ - PL�1 ,-U„ " rH I-Z-1 0 0 0 0 W V m m Ui — — — — — — — - - — — — 13/0 CEILNG JOISTSL'j w c!� > LLJ m i - - 18'-8" cr-- crf a - ---- -- -- ---- LJ N N N N SCREEN N _ PANELS--- -- . A o N - - - 2ND FL .SUBFL. CD 10'-0.1 - --- - - - - v-) - i - - SCREEN PANELS Li c �rt ------ ---- -- --- - iLJ J 2 ) ` i CIA 1ST FL. SUBFL. �;° .� - - - , A a o w - - - 0 0 ~. �O Ti -- 0 �\ f LATTICE PANELS EEE 2 West Elevation 1 /4 1 /4 = 1 -0 14 V ttS 00 _o {"J N 4-J O v ? FTFFS F,�s U w H • W � � b N = o ^p U _ _ _ _ _ _ � � 2x8 JOlsrs B/O CEILNG JOISTS B/O CEILNGJOISTS2x8JOISTs 18' -8" 18' - � BEDROOM o � BATHROOM STAIRS STORAGE I II N 00 , „�„mmaemetm -------- 2ND FL .SUBFL. 2ND FL .SUE 10 0" ' ------- I - 2X12 JOISTS> 2X12 JOISTS' 10' I � � k�• 'r�.• p���t . i I M,1 KITCHEN ---__- II CREENED PORCH -------- bw 1 L------- I I--------- 1ST FL. SUBFL. 1ST FL. SUBFL. � 1ST FL SUBFL. - - 2X12 JOISTS, --------i 0' _011 1 4 MAX. 01 _OII -_______-- TI FND. WALL SPACING - - - - -2X12JOISTSr - - - - --- - - - - - --------; _ AM / FN ALL UNFINISHED BASEMENT --------+- _ _ I �1 — ! L------- — —� _ _ _ GRAVEL FILL - L------- I I= -CONCRETE- �---- -H STEPS — - __} f T.O. FOOTINGT.O. FOD�ING T.O. FOOTING- -1 B.O. FOOTING -I „— I- s�oPE—TO D-RA-w- -B.O. FOOTINGHgE _8.0. FOOTING 4 — 1 11 - - I I I III1 I I —III III—III_ -10 -3 -101 -3111 erection at �u� k�iead— / I—III=1 I it IIIIIII I I_I I I I III—III II I I=1 I I=1 I I=1 I I1 I IIII—IIIIII—III—I Section C III ► III—III III III—III—I ► IIII—IIII I i—I I ►—IIIIII ► I ►—III III—III III ► IIII ► I IIII I i IIIIIIIII—IIII 1I- 1 /4" = 1 '-0" eoo*10,0,0� ITT U o 0 0 0 s� W - B/O CEILNG JOISTS - _ ; - - _ + 2x8 Jolsrs B/0 CEILNG JOISTS 181 _ QII �- 1QI _�11 J J J I SCREENED PORCH i - J o PORCH BEDROOM BATHROOM BEDROOM W � N ~ � w w � ui CD N N t� 2ND FL .SUBFL. _ _ _ 2ND FL .SUBFL. N - - --�-- - _ - - I - - - - - - - 10' -0" - - - - -- 2X12 JOISTS - - � - - , - 1 -_ -- - - - - - - 10' -Q11 2X8 JOISTS 2X8 JOISTS' t PORCH FIN. FL. u IT PORCH FIN. FL. 9' -6" 9' -6" 0 I PORCH KITCHEN DINING I I SCREENED PORCH - 1 ST FL. SUBFL. O V 01 _ 11 U 1ST FL. SUBFL. w T/ FND. WALL 2X12 JOISTS: . i -2X10 JOISTS.- 1 - --�2X10 JOISTS- - - ,....�. I I I I I I I I I I I I r � N I _a-_= =I = =_i _— _ _ _ � = I I 1 = 1� = 1=1 I I 1 I I = ICI = = T/ FND. WA L W o Z 11 1/2 a � � m Lill I I I UNFINISHED BASEMENT �� � -+- i — i I Eli I Imo+ T/SLAB 'ri ell An T.O. FOOTING =� .O. FOOTING B.O. FOOTING I� = I= I= _ I I =III— 1 I= _ � - _ 1_ -10 -3 _ � � I — � I � FOOTING = = = IE _ = _ = I = 1 =� 1 1 = = _ = = = 11 = = 1= 11 = 1 = - -IIIIII—III —I I I I I I I—I 1 1 11 1—I I I III—I I I I I I I I I I —III—I I I— i 1 I 11 1 1 I I I I I I I I 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 I I I 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1-1 1 1--I I —1 I I i I I—I 1 I 1 I I 1-1 1 1 I 1 1 1 1 I I 1 _101 -311 1 /4" = 1 '-0" R-49,CLOSED CELL FOAM 00 4-1 o O o U c w r b B/O CEILNG JOISTS _ — GAFTM_RLTNE SRINGLES @_F TI.W 18' -8" ff b I? 30LB.FELT BUILDIING 2 Q ,o PAPER UNDERLAYMENT - _ o � 5/8"CDX PLYWOOD SHEATHIING 6'STRIP OF ICE&WATER SHE:ILD, CEILING 3'STRIP @ EAVES AND VALLEEYS cq 2 2 2 N DRIP E0GE s 6 6 6 TRIPLE STARTER COURSE �, R 1X FASCIA 1X4 V-GROOVE SOFFIT 5"COPPER HALF-ROUND GUTTER ALUMINUM DRIP EDGE ##p 5/4X8 TRIM;ALIGN W/TOP OF WINDOW CASING 5/4X4 EXTERIOR WINDOW CASING 4'r Of"THE C�A�����•* �hlnrl...r COPPER PAN 1. _ � 2 AZEK SUBSILL AZM-6930 2 L lX6 BASEBOARD W/B660 CAP 3/4"OAK FINISH FLOOR 3/4"PLYWOOD SUBFLOOR n� h--i 2ND FL .SUBFL. ,2 10 -0" 2 �I 1 1 PORCH FIN. F�6" R-42 RIG[[ LY ISO 9 - ~ FOAM IN TION i n V W I I H lX8 BASEBOARD W/B660 CAP CLOSED CELL FOAM INSULATION R 19 3/4"OAK FINISH FLOOR .- 3/4"PLYWOOD SUBFLOOR I 2 1ST FL. SUBFL. '` � VENT PIPES TO PITCH ALASKAN YELLOW CEDAR SHINGLES @ 5"T.W. TO MATCH 2 O' - O° ,,... .. EXISTING , 10 FLO JOIST 16"0. � I 114"PER FOOT MIN, A } (T TAL F 0 R= -21 `.: " BENJAMIN OBDYKE HYDROGAP BUILDING WRAP -42 RI, POLY-1 0 F` i�I T Li 1/2"CDX PLYWOOD SHEATHING W F INSU[ ION OVERHANG 3"VENT PIPES OVERHANG SHEATHING PAST T.O.FOUNDATION WALL 1" 2 „ „ ., i 9. m m m L.C.C.TERMITE SHIELD 2' T/ FN . ALL I I I I � � � 4 i I 2"VENT PIPES 01 BATHROOM#2 I I BATH FINISHED GRADE;SLOPE AWAY FROM BUILDING I I I I W � _ d I I P-1 RAP(TYP) I > ~ � w � w � � a. H � cn E E I SHWR I TUB 4"DRAIN PIPE N 777--777=71 I — — — — — — — — — — —d ° _ P �� 6 - —_ ___ I I = )�"R GIB% I I )� � '•4� •.� °d.� .�a� d<(a � ., I � 2 VENT PIPES I I III I — E�I I�PI���°N — — 1-1I I 1 I I I I I _ BATHROOM#1 I KITCHEN I LAUNDRY !IVI SINK —ROOF CD = CD 6 ,< ° ° 10"CONCRETE FOUNDATION WASHER 181 .011 V cn LLj- - BR1E,V�I AP Pf dU�ta �!v d ° 1X P.T.FORM BLOCK 10 MIL.PLY VAPOR BARRIER ON TOP OF CD N �RAi INSULATION,TAPED SEAMS,WRAP UP WALL 2" _ 2"XPS INSULATION T/SLAB— =Iv SEPTIC CONCRETE SLAB;SEE STRUCTURAL- -8' - 1111 — — —I I _ W z DWGS FOR DETAILS = I 4 DRAIN PIPE, — — — — 1l2"PER FOOT PITCH,MIN. — I I m �� �� -1. I I � � .°n �"g= da . -, •' � ., -..a • ,.d '. -' ;a a - - d._.° _ d e ,a°a 8' �_ a, -, "_.� a� �n a�,- — SECOND FLOOR— — I — II I —II I —IT.0 _ _ — — — — — — — — — — — < o <. - ._a d -—FOOT d1 11 -3 — — —I — I —1 I a ,a24"x h2'aF00TI Q' — ON SAIL AG REQ tb. Q, <,,.., ^._�:.°- — <°, �.Q• ; -- — °._ — =1 a a BY STkUCTURAE _ d, a.., a.° a,°. _ •° ,_aa ° I I -. - 8 a B.O. FOOTING IIII—III III—IIIIIIIII—III=III—IIIIII—IIIIIIIIIIIIIIIIIIIII—IIIIII—III—III—IIIfI I iIIIIIIIIIIIIIIIIIII 1I— =II=I—N � I I— I� I=I I i = � 1� _J _ — =- I—I—I=� —I—I— I+I=�— —-10' -- 11 10 3 DOOR SCHEDULE00 0 ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS No. MANUFACTURER MODEL No. STYLE MATERIAL WIDTH HEIGHT WIDTH HEIGHT THICKNESS JAMB THICKNESS HARDWARE SET NOTES In Schedule 3..1 O u 1 SIMPSON F-7512U EXTERIOR DOOR 3'-4" 6'-10" 3'-0" 6'-8" 1314' � v 2 MARVIN UIFD5080 EXTERIOR DOORS(PAIR) 6-1314" T.9" 5'-0" T-8" 2" CUSTOM HEIGHT 3 SIMPSON F-7512U EXTERIOR DOOR 3-4" 6'-10" 3.0" 6'-8" 1314" (n �pl ..-�4 SIMPSON F-7512U EXTERIOR DOOR 3-2112" T-5112" 3-0" T-3" 1314" oO � 5 MARVIN UIFD5080 EXTERIOR DOOR 12'-8112' T-10112" 12'-6" T-8" 2" CUSTOM HEIGHT . ' W w 5 51.01 T-0" 2" N 4-1 11--- "v 6 THERMA-TRU CCR100 EXTERIOR DOOR 3'-2112" 6'-10112" 31.0. 6'-8" 2114" _ � o 7 BROSCO 3-10 1/2" 6'.10 1/2" 3'-8" 6'-8" 1318" „� U 8 BROSCO 4'-2112" 6'-10112" 4'-0" 6'-8" 1318" a 9 BROSCO 3-10 1/2" 6'-10 1/2" 3'.8" 6'-8" 1318" Q >~ 10 SIMPSON F-7512U EXTERIOR DOOR 3-2112' 6'-10 1/2' 3'-0" 6'-8" 1314" 11 BROSCO CASED OPENING 3-2112" 6'-10 1/2" 3'.0" 6'-8" 12 BROSCO 3'-2112' 6'-10112" 3'.0- 6'-8" 1314" 13 BROSCO 2'-8112' 6'-10112" 2'-6" 6'-8" 1314" 14 BROSCO 3'-2112' 6-10112" 3'.0' 6'-8" 1314' 15 BROSCO 4'-2112' 6'-10112" 4'-0" 6'-8" 1318" N 16 BROSCO CASED OPENING 3-2112' 6'-10112" 3.0" 6'.8" 17 BROSCO 2'-8112" 6'-10 1/2' 2'-8" 6'.8" 1314" PROVIDE DOOR SWEEP 18 BROSCO 2'-8112" 6-10112" 2'-8" 6'.8- 1314" 19 BROSCO 2'-8112" 6'-10112" 2-6" 6'-8" 1314" 20 BROSCO 2-8112' 6-10 1/2" 2'-8" 6'-8" 1314" 21 BROSCO 3'-10112" 6'-10112" 3'-8" 6'-8' 1318' 22 BROSCO 3-10112" 6'-10112" 3'-8" 6'-8" 1318" 23 BROSCO 2'-8112" 6'-10112" 2'-6" 6'.8- 1314' 24 BROSCO 2'-8112" 6'-10112" 2'-6" 6'-8" 1314" 25 BROSCO 2'-8112" 6'-10112" 2'-8" 6'-8" 1314" 26 BROSCO CASED OPENING 3-2112" 6'-10 1/2" 3'-0" 6'-8" 27 BROSCO 3-10 1/2" 6'-10 1/2" 3-8" 6'-8" 1318" 28 BROSCO 3-10 1/2" 6'-10 1/2" 3-8" 6'.8" 1318" 29 BROSCO 2'-8112' 6'-10112" 2'-8" 6'.8- 1314" 30 BROSCO 3-10112" 6'-10112" 3-8" 6'-8" 1318" 31 BROSCO 3-10112" 6'-10112" 3-8" 6-8" 1318" 32 BROSCO 2'-8112" 6'-10 1/2" 2-8" 6'.8" 1314" PROVIDE DOOR SWEEP 33 CUSTOM SCREEN DOOR 3-2112" T-2112" 3-0" T-0" 1" N 5' - 2 1/2" R.O. 5' - 0" 5' - 2 1/2" R.O. 3' - 2 1/2" R.O. 5' - 0" 3' - 0" r------------------------ - II \ I I / � I I / •� N 00 I 0)> I I cfl rT CUSTOM DOOR IN IN U a a DOORS#3,#4 W x 1 DOOR 1 DOOR 2 DOOR 3 DOOR 5 1 /2" = 1 '-0" 2 1 /2" = 1 '-0" 1 2" = 1 '-0" `1- 1 2" = 1 '-0" 91m m A 0 W Li WINDOW SCHEDULE WINDOW ROUGH OPENING FRAME SIZE ADDITIONAL DETAILS TYPE MAkNUFACTURER TYPE No. WIDTH HEIGHT WIDTH HEIGHT "U" VALUE EGRESS NOTES W \ N H A MARVIN ULTIMATE DOUBLE HUNG UDHG2-3628 3-6112" 5'-4" 3-5112" 5'-3112' 0.3 YES IZ3 A B MARVIN ULTIMATE DOUBLE HUNG UDHG2-4028 3-10 1/2" 5'-4" 3-9112" 5'-3112' 0.3 YES IZ3 N C MARVIN ULTIMATE DOUBLE HUNG UDHG2-3026 3'-0112" 6-0" 2'-11 112' 4'-111/2' 0.3 YES IZ3 D MARVIN AWNING CUAWN3628 3-1" r-4112' 3-0" 2'-4" 0.29 IZ3 E MARVIN ULTIMATE DOUBLE HUNG I UDHG2-3024 3-0112" 4'-8" 2'-11 112" 4'-7112" 0.3 YES IZ3 0 I 3' - 10 1/2" R.O. W 3' - 6 1/2" R.O. ►-� N 3' - 0 1/2" R.O. 3' - 0 1/2" R.O. U CD 3' - 0 1/2" M.O. O U ------------------ 0 I I I / W � � i i I � � • I � li i i —� W I I I I I I � CD N O o I W = Z C� I I o 00 I I 1 I o 7 7, I I H i I in I O I ( I 10 14 A500 1 O � j O � O I I ,„g•eeeefsftf,�t I I I I v f,,"v'� '�• ' } , „ C x WINDOW A WINDOW B WINDOW C WINDOW D WINDOW E `6¢ rfr`rF�•��o' 4���`' 1 2„ — 1 ,-0„ 1 2„ — 1 ,-0„ 7 1 /2>, — 1 ,-0„ 1 2„ _ 1 ,-0"' 1 2„ = 1 ,-0„ '•., °fr�,� rS�t�,,,.• / / / / ,#ftfeef R3 oc C)ELECTRICAL SYMBOL KEY N 4-J O SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES CV-4 $ SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) ;_4 � O THREE WAY SWITCH �us6 DUPLEX RECEPTACLE OUTLET O CEILING FIXTURE (RECESSED) = u $3 W/TWO USB PORTS a FOUR WAY SWITCH wP DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED � � U WATERPROOF O WALL WASHER) .-� 0 DUPLEX RECEPTACLE OUTLET U w $o SWITCH W/DIMMER �cFic W/GROUND FAULT INTERCEPT CIRCUIT WALL SCONCE HORIZONTALLY MOUNTED OUTLET IN Cq $wP WATERPROOF SWITCH �BB BASEBOARD — — — UNDERCABINET LIGHTINGQj U $ MOTION ACTIVATED SWITCH QUADRUPLEX RECEPTACLE OUTLET F# FLUORESCENT FIXTURE - - .� M (NUMBER REFERS TO LENGTH) DUPLEX RECEPTACLE OUTLET 1 Q O $u LIGHTED SWITCH FULL SWITCHED — CEILING MOUNTED TRACK LIGHT 1 O o O O � F FAN-TIMER SWITCH DUPLEX RECEPTACLE OUTLET EXTERIOR SPOTLIGHT m $ �i HALF SWITCHED (EAVE MOUNTED) V) S>YMBOL PANELS DUPLEX SPECIAL PURPOSE { CEILING MOUNTED EXHAUST FAN 5PRECEPTACLE OUTLET T c•� ELECTRICAL PANEL q) RECESSED PICTURE LIGHT OUTLET CEILING ZEHNDER EXHAUST/RETURN N ELECTRICAL SUB PANEL ❑� DUPLEX FLOOR OUTLET A R FLOOR FRESH AIR ZEHNDER SUPPLY TELEPHONE PANEL © QUADRUPLEX FLOOR OUTLET CEILING PADDLE FAN DATA PANEL = TELEPHONE OUTLET, CAT-6A WIRE SYMBOL DETECTORS/ALARMS/CONTROLS W/RJ11 PORT CABLE MODEM �z DATA OUTLET, CAT-6A WIRE W/RJ45 SMOKE/CO DETECTOR, COMBO UNIT PORT 4-PORT NETWORK WORB11 PORT 6 OUTLET, PORT CO CARBON MONOXIDE DETECTOR L ROUTER / (WALL MOUNTED) WIRELESS NETWORK ® COMBO PHONE & DATA OUTLET HO HEAT DETECTOR ROUTER TV o COAXIAL CABLE JACK FOR LT LOW TEMP DETECTOR C c� TELEVISION OR COMPUTER SSYMBOL FIRE ALARM SYSTEMS >o COAXIAL CABLE JACK FOR BOTH O WATER SENSOR F- TELEVISION & COMPUTER FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS 4 THERMOSTAT - SPRINKLER O CEILING SPEAKERS (RECESSED) o HUMIDISTAT i FIRE ALARM SP SPEAKER JACK (WALL MOUNTED) HRV HEAT RECOVERY VENTILATION HORN/STROBE CONTROLS FIRE PULL STATION Sp SPEAKER JACK (SURFACE MOUNTED) Q ALARM KEYPAD t Q EXIT SIGN 4 AUDIO VOLUME CONTROL ALARM MOTION DETECTOR I p ^.. EM I EMERGENCY LIGHTING DOOR BELL ALARM DOOR CONTACT [� NOTES: ^� 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES A 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK, SCREWLESS PLATES 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION --- 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.: T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING 7. ALL LIGHT SWITCHES CENTERED AT 42" A.F.F. EXCEPT WHERE NOTED Q 8. ALL ELECTRICAL OUTLETS TO BE LOCATED IN THE BASEBOARD, QUAD OUTLETS TO BE 12' A.F.F. IN PLASTERED WALLS - UNLESS NOTED C __ O - -- vJ I I TO SWITCH ABOVE rT I Q C C C U o w V ELECTRIC PANEL Of CD ,A w w W N I� • � N W w � w CN w z � `� w c zi mE o ,+.•+\ sae 0 ARCywlet E2,90 ho° At A • . • i4'y'•��. 1 b8�,r'' 'fir+i ELECTRICAL SYMBOL KEY s SYMBOL SVVITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES aO Y} +J o o SWATCH DUPLEX RECEPTACLE OUTLET � CEILING FIXTURE (SURFACE) / r� THREE WAY SWITCH �USB W/TWO RECEPTACLE OUTLET O CEILING FIXTURE (RECESSED) i — — — — — �-'-{ 0 3 W TWO USB PORTS O DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED _ — — — A a FOUR WAY SWITCH qwP WATERPROOF b WALL WASHER) — — — — J N a� DUPLEX RECEPTACLE OUTLET — — — — — PQ p SWATCH W/DIMMER �cFlc W/GROUND FAULT INTERCEPT CIRCUIT WALL SCONCE _ o_ — wP WATERPROOF SWITCH BB HORIZONTALLY MOUNTED OUTLET IN — — — UNDERCABINET LIGHTING BASEBOARD w w MOTION ACTIVATED SWITCH QUADRUPLEX RECEPTACLE OUTLET F# FLUORESCENT FIXTURE 3-4 F— M (NUMBER REFERS TO LENGTH) _ 4 o LIGHTED SWITCH n DUPLEX RECEPTACLE OUTLET I r �.� (� c Tf FULL SWITCHED CEILING MOUNTED TRACK LIGHT DUPLEX RECEPTACLE OUTLET EXTERIOR SPOTLIGHT I l < F FAN-TIMER SWITCH m y� i f �f HALF SWITCHED ( (EAVE MOUNTED) a O tp SYMBOL PANELS DUPLEX SPECIAL PURPOSE ( CEILING MOUNTED EXHAUST FAN i � 11 RECEPTACLE OUTLET tn L� ELIECTRICAL PANEL RECESSED PICTURE LIGHT OUTLET -0 CEILING ZEHNDER EXHAUST/RETURN I [� ELIECTRICAL SUB PANEL F07 DUPLEX FLOOR OUTLET AIR FLOOR FRESH AIR ZEHNDER SUPPLY N ] TELEPHONE PANEL 0 QUADRUPLEX FLOOR OUTLET CEILING PADDLE FAN i i I I DATA PANEL TELEPHONE OUTLET, CAT-6A WIRE SYMBOL DETECTORS/ALARMS/CONTROLS W/RJll PORT DATA OUTLET, CAT-6A WIRE W/RJ45 I CABLE MODEM PORT SMOKE/CO DETECTOR, COMBO UNIT dM dM C: 4-PORT NETWORK COMBO PHONE & DATA OUTLET, CAT-6A CO CARBON MONOXIDE DETECTOR T ROUTER /W RJ11 PORT & CAT-6A W/RJ45 PORT �( )� COMBO PHONE & DATA OUTLET H HEATLDETTECTOR) I I ( � WIRELESS NETWORK IF O ROUTER COAXIAL CABLE JACK FOR i TV v TELEVISION OR COMPUTER LT LOW TEMP DETECTOR COAXIAL CABLE JACK FOR BOTH SYMBOL FIRE ALARM SYSTEMS TELEVISION & COMPUTER O WATER SENSOR I 1 I I FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS 4 THERMOSTAT SPRINKLER P CEILING SPEAKERS (RECESSED) 4 HUMIDISTAT ( - F FIFRE ALARM 7SP] SPEAKER JACK (WALL MOUNTED) HRV HEAT RECOVERY VENTILATION HORN/STROBE Tl- CONTROLS ROOM - FIFRE PULL STATION SP SPEAKER JACK SURFACE MOUNTED ( v ( ) 4 ALARM KEYPAD --------- j I - - SX EXtIT SIGN 4 AUDIO VOLUME CONTROL ALARM MOTION DETECTOR I I EM ENvIERGENCY LIGHTING DOOR BELL ALARM DOOR CONTACT [ I NOTES: II I � 1. ALL 2. REVOIEIWEELEOCTRFUNS ICAL DEOVICE TYPENANDACO OR WITH ARCHITECTSBEFORE INSTALLATION OF FINISHED ELECTRICAL WORK, SCREWLESS PLATES I I H 3. REVIEW LIGHTINIG FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION I - -- 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.: T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING ___ ___ -__ _-__ BE OOM#1 7. ALL LIGHT SWITFCHES CENTERED AT 42" A.F.F. EXCEPT WHERE NOTED £ C 8. ALL ELECTRICAL OUTLETS TO BE LOCATED IN THE BASEBOARD, QUAD OUTLETS TO BE 12 A.F.F. IN PLASTERED WALLS - UNLESS NOTED �` d i TO BSMT J 0 (/� -- LIGHTS n/ 1 l I =LIGHTS =- =-=Y- _= 1 I I UP - W _ a G A U -I I--- I 7 41 nozz -- I r, I I. i � J I WP WP i Ij i I I II I i W I � � � w I I I I I I _ I � o O _ O W --- ----- N TO DRIVEWAY LIGHTS ,O ,;.�a�araaaaMa 0 ARcw7'hr# ." G • t r ti 1 ♦ • dI��Jj •••�iiiig�rt� '� THE �� ELECTRICAL SYMBOL KEY 00 o SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES II '� $ SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) II DUPLEX RECEPTACLE OUTLET &.4 O o $3 THREE WAY SWITCH usB W/TWO USB PORTS CEILING FIXTURE (RECESSED) O J FOUR WAY SWITCH wP DUPLEX RECEPTACLE OUTLET �� CEILING FIXTURE (RECESSED II W p bA cn a 4. 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PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES I! 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK, SCREWLESS PLATES 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION II L—DIN - -� 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK C 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.: T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING I 6. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING 1 7. ALL LIGHT SWITCHES CENTERED AT 42" A.F.F. EXCEPT WHERE NOTED 8. ALL ELECTRICAL OUTLETS TO BE LOCATED IN THE BASEBOARD, QUAD OUTLETS TO BE 12 A.F.F. IN PLASTERED WALLS - UNLESS NOTED (I G G rH^ !I -- ----- - v J �I O I II ` C H II c II / W wP w U II Ij II �; m --� -- .-__- - - - _ ►-� H � I W II CD n CL � Q c� w ARCyN�� 4 •.•�,o A4Q, •, we w • • 41 • ws� • THE t1��E��•'�* WEBB STRUCTURAL SERVICES,INC r 670 MAIN STREET,READING MA 01867 r. (781)779-1330 ,., x ... ci bb f. • uj �= GENERAL CONDITIONS ROUGH CARPENTRY �. r- ,--.� ors 1. G. C. MUST BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. ANY PROPOSED 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE 2015 QJ k-n DEPARTURES FROM WHAT IS INDICATED MUST BE REVIEWED WITH THE ENGINEER PRIOR TO INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. DESIGN LOADS PER INTERNATIONAL BUILDING CODE CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE REMOVED 2. REFER TO THE IRC FOR FRAMING COMPONENTS NOT SPECIFIED IN PLANS AND SECTIONS. NOTIFY LIVE LOADS c AND REPLACED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER OF ANY COMPONENT NOT DEFINED IN THE IRC OR IN THESE DRAWINGS. 2. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON 3. REFER TO THE IRC FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE 602.3 FOR GROUND SNOW LOAD: 30 PSF DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK, AND SHALL NOTIFY THE ENGINEER CONNECTION FASTENING NOT[IDENTIFIED IN THESE PLANS OR DETAILS. IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DOCUMENTS. 4. CONNECTION FASTENING NOT IDENTIFIED IN THESE PLANS OR DETAILS. UNINHABITABLE ATTICS WITHOUT STORAGE: 10 PSF 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING, 5. ENGINEER MAKES NO CLAIMS TOWARDS EXISTING CONDITIONS. UNINHABITABLE ATTICS WITH LIMITED STORAGE: 20 PSF a BRACING, OR OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE, SITE AND UTILITIES 6. WHEN NOT OTHERWISE IDENTIFIED,ALL WOOD BEAMS, JOISTS, RAFTERS, HEADERS, STRINGERS, HABITABLE ATTICS AND SLEEPING AREAS: 30 PSF FROM DAMAGE DURING CONSTRUCTION. THE ENGINEER IS SPECIFYING THE FINISHED CONDITION PLATES,AND SILLS SHALL BE SPRUCE PINE FIR#2 OR BETTER, WITH A MINIMUM Fb= 875 PSI (SINGLE ALL OTHER AREAS: 40 PSF ONLY,WITHOUT ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL USE)AND Fb= 1000 PSI (REPET171VE USE), AND E SHALL BE 1,4000,000 PSI OR BETTER. ACHIEVE THIS RESULT. 7. WOOD STUDS MAY BE EASTERN[ HEMLOCK, EASTERN SPRUCE, OR HEM-FIR, GRADED"STUD"GRADE, WIND LOADS 4. FOR RENOVATION WORK STRUCTURAL DRAWINGS PRODUCED WITH ASSUMPTIONS MADE #2 OR BETTER. .��OF NEW REGARDING EXISTING CONDITIONS. IF CONTRACTOR FINDS EXISTING CONDITIONS NOT AS ASSUMED 8. LVL BEAMS,AS NOTED ON PLANS, SHALL HAVE A MINIMUM Fb= 3100 PSI, E =2,000,000 PSI,AND FvCONTACT ENGINEER = y 5. FOR EXACT LOCATIONS OFIMMEDIATELY. REVISIONS TO THE FLOOR AND ROOF OPENINGS, POSTS, TC , SEENG MAY BE ARCHITECTURAL[RED. 285 ACCEPITED,L BEAMS UN UNLESS THELL BE')VERSALAM"BY BOISE ENGINIEER SPECIFICALLY APPROVES ANOTHER PRODUONS CT SUBMLL BE ITTED MITTED BY INTERNATIONAL BUILDING CODE 129 MPH, EXPOSURE B ��P OP�,E�W DRAWINGS. THE CONTRACTOR. DEAD LOAD 9. WOOD"I"BEAMS SHALL BE BY BIOISE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS FOUNDATIONS ,- THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. WEIGHTS OF MATERIALS AND CONSTRUCTION n w MANUFACTURER'S RECOMMENDATIONS FOR BEARING, REINFORCING, CUTS, CANTILEVERS, to 1. WHERE FOUNDATIONS ARE EXISTING, DESIGN HAS BEEN COMPLETED ASSUMING FOUNDATIONS ARE FASTENING, ETC., SHALL BE STRICTLY ADHERED TO. 2 SUITABLE TO SUPPORT PROPOSED RENOVATION. CONTRACTOR RESPONSIBLE FOR VERIFYING 10. ENGINEERED WOOD POSTS(VERSA COLUMNS),AS NOTED ON PLANS, SHALL BE VERSA-LAM 1.7 2650. ABBREVIATIONS: 0 14 5 THAT THE EXISTING FOUNDATION CONFORMS TO BUILDING CODE REQUIREMENTS AND REPORT 11. PLYWOOD WALL SHEATHING, ROOF SHEATHING,AND SUBFLOORING SHALL BE APA GRADE, OF N TRADEMARKED C-D INTERIOR VWITH EXTERIOR GLUE. SUBFLOORING SHALL BE 3/4"THICK TONGUE FOOTING CONDITIONS TO ENGINEER FOR VERIFICATION. GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO ADD'L-ADDITIONAL HORIZ-HORIZONTAL AND GROOVE,AND SHALL BE 2. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON "THICK. BLKG - BLOCKING HDR- HEADER NAILING. ROOF SHEATHING GLU INORGANIC, UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFILL. ALL EXCAVATIONS BE THICK AND WALL SHEATHING SHALL BE 1/2 BM- BEAM JST- JOIST SHALL BE DRY BEFORE PLACING ANY CONCRETE. 12. ALL WOOD HAVING DIRECT CONITACT WITH CONCRETE OR MASONRY,AND WHEREVER WOOD IS BTM - BOTTOM LVL- LAMINATED VENEER LUMBER 3. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM DEPTH OF 4 FEET, OR AS WITHIN 8"OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, SHALL BE PRESSURE BRG- BEARING LW- LONG WAY MODIFIED BY THE STRUCTURAL ENGINEER, BELOW THE LOWEST ADJACENT GROUND EXPOSED TO TREATED. BTWN -BETWEEN MAX- MAXIMUM FREEZING. ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE 13. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN CAP AND BASES BW- BEARING WALL MIN- MINIMUM SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR SHALL STRICTLY ADHERE TO APPROVAL OF THE ARCHITECT. CLG- CEILING MFR- MANUFACTURER 4. SOIL BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH A MINIMUM BEARING MANUFACTURER'S FASTENING (REQUIREMENTS. CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO COL- COLUMN NTS- NOT TO SCALE CAPACITY OF 4000 POUNDS PER SQUARE FOOT. FRAMING ELEMENTS BEFORE ORDERING. CONC-CONCRETE OC- ON CENTER 5. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR MATERIALS 14. UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS, HEADERS AND BEAMS SHALL BE CONN -CONNECTION PL- PLATE PLACED IN 6"LAYERS. LAYERS SHALL BE COMPACTED TO 96% DENSITY AT OPTIMUM MOISTURE SUPPORTED BY AT LEAST ONE,JACK STUD AND ONE KING STUD. CONT-CONTINUOUS PT- PRESSURE TREATED 15. FOR WOOD JOIST SPANS UP TOi 14 FEET, PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING CONTENT,AS DEFINED BY ASTM D1557. DIAG - DIAGONAL REQ- REQUIRED 6. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS ARE BRACED BETWEEN JOISTS AT MIDSPAN. FOR SPANS EXCEEDING 14 FEET, PROVIDE TWO ROWS OF FULL DN - DOWN SPEC - SPECIFICATION TO PREVENT MOVEMENT. FOR WOOD FRAMED RESIDENTIAL CONSTRUCTION, NO BACKFILLING OF DEPTH BLOCKING BETWEEN JOIISTS AT THIRD POINTS OF THE SPAN. EQSP- EQUAL SPACES SW- SHORT WAY 16. GABLE-END WALL STUDS IN CATHEDRAL, PARTIAL CATHEDRAL, OR HIGH CEILING SPACES SHALL WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED AND SHEATHED, UNLESS EF- EACH FACE T.F.N. - TOP FLANGE NAILER SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF THE ROOF RAFTERS. THEY WRITTEN APPROVAL IS GIVEN BY THE ARCHITECT OR ENGINEER. EW- EACH WAY TYP- TYPICAL E--� 7. PROVIDE FOUNDATION DRAINAGE,WATERPROOFING/DAMP-PROOFING,AND FOUNDATION WALL SHOULD NOT BE INTERRUPTED BY ANY HORIZONTAL PLATES OR BEAMS, UNLESS NOTED FDN - FOUNDATION UON - UNLESS OTHERWISE NOTED INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. OTHERWISE ON THE DRAWINGS. FIN- FINISH VERT- VERTICAL 17, MEMBERS WITHIN BUILT-UP BEAMS, WHETHER MADE OF SAWN OR ENGINEERED LUMBER, SHALL FLG - FLANGE W/- WITH a ONLY BE SPLICED OVER SUPPORTS. FTG - FOOTING CONCRETE 18. PROVIDE SIMPSON H1 OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS BEARING POINT. 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF 19. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". FOR CUT, BORED OR NOTCHED IN FRAMING LUMBER. STRUCTURAL FLOOR MEMBERS SHALL NOT BE 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS FOLLOWS:FOOTINGS,WALLS, CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THE BUILDING CODE MULTIPLE SPAN BEAM LEGEND O INTERIOR SLABS-ON-GRADE,AND OTHER CONCRETE NOT OTHERWISE SPECIFIED-3000 PSI. WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. ^ w EXTERIOR SLABS EXPOSED TO WEATHER-4000 PSI. 20. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN BEAMS IDENTIFIED AS MULTI-SPAN CONTINUOUS 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY-MIX TRUCK SHALL BE 3-51'• DECK SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT. BLOCKING TO MATCH UPPER POST EXAMPLE: (2-SPAN), (3-SPAN) ETC. MCI 4. REINFORCING STEEL: TYPICAL-ASTM A615, GRADE 60. FIELD BENT-ASTM A615, GRADE 40 WELDED SIZE. (NO SPAN IDENTIFICATION INDICATES SINGLE SPAN BEAM) WIRE FABRIC-ASTM A185. 21. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONED LUMBER JOISTS 3/8" BELOW THE TOP OF JOISTS TO ALLOW FOR JOIST SHRINKAGE. WHERE BEARING WALLS OR POSTS LAND ON THESE BEAMS, INFILL GAP WITH 3/8" PLYWOOD FOR SOLID BEARING. STRUCTURAL STEEL 22. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A MINIMUM OF 2-1/2"• PLAN VIEW BOLTS AT 16"ON CENTER OR 3-1/4"• DIAMETER SELF TAPPING LAG SCREWS AT 16"ON CENTER, 1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL ALTERNATING INSERTION SIDES;, FOLLOW MANUF. SPECS, UNLESS NOTED OTHERWISE ON DRAWING. 3-9112"LVL CONSTRUCTION: "SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 23. IN ADDITION TO THE FLOOR JOIST SHOWN IN THE PLANS, CONTRACTOR SHALL INSTALL DOUBLE (2-SPAN CONT.) 2. STEEL WIDE FLANGE BEAMS SHALL CONFORM TO ASTM A992, WITH A MINIMUM YIELD STRENGTH OF JOISTS UNDER ALL PARTITIONS WALLS RUNNING PARALLEL TO THE DIRECTION OF FRAMING. 50 KSI. PLATES,ANGLES, CHANNELS,AND MISC. FABRICATED HARDWARE SHALL CONFORM TO ASTM 24. MINIMUM BEAM BEARING TO BE 3 INCHES UNLESS NOTED OTHERWISE ON PLAN. ELEVATION VIEW A36, WITH A MINIMUM YIELD STRENGTH OF 36 KSI. RECTANGULAR STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B, WITH A MINIMUM YIELD STRENGTH OF 46 KSI. 3. ALL STEEL TO STEEL FIELD CONNECTIONS SHALL BE MADE BY HIGH STRENGTH BOLTING WITH ASTM A325 BOLTS OR WELDING WITH E70 XX ELECTRODES. STEEL TO CONCRETE AND STEEL TO WOOD LATERAL FRAMING NOTES NO SEAM IN BEAM OVER POST FIELD CONNECTIONS MAY BE MADE WITH ASTM A 307 BOLTS. Q 4. STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED ALKYD PRIMER UNLESS OTHERWISE NOTED. 1. THE STRUCTURAL DESIGN OF THIS RESIDENCE WAS PERFORMED IN COMPLIANCE WITH THE WW 5. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE WRITTEN INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. THE PRESCRIPTIVE v Q APPROVAL OF THE ENGINEER. REQUIREMENTS OF THIS CODE DO NOT APPLY PER SECTIONS 301.1.3 ALTERNATIVE PROVISIONS AND 6. CONTRACTOR TO SUBMIT SHOP DRAWING TO ARCHITECT AND ENGINEER FOR APPROVAL. 301.1.3 ENGINEERED DESIGN.2. FRAMING COMPONENTS AND FASTENERS AS IDENTIFIED IN THESE DRAWINGS AND NOTES POST LEGEND " ADEQUATELY RESIST THE LATERAL LOAD REQUIREMENTS AS DEFINED BY THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. BW= BEARING WALL 3. ALL EXTERIOR WALLS TO FOLLOW SHEARWALL SHEATHING CRITERIA. FVP= FLAT VALLEY PLATE SHEARWALLS CONSTRUCTION: � J SHEATHING TO BE'/ 05"APA RATED (E)= EXISTING , P ( )SPAN = JOIST OR BEAM G �O SHEATHING TO BE ATTACHED TO THE WALL STUDS WITH 8dNAILS @ 4"OC AROUND EDGES&8" RUNS CONTINUOUS OC IN FIELDS. OVER SUPPORTS 113 4. HOLDDOWNS TO BE HDU5 BY SIIMPSON AND SHALL BE ATTACHED TO A MIN OF 2-2x STUDS FOR(') SPANS 5. THREADED ROD TO BE 5/8"o AND EPDXY SHALL BE SIMPSON SET-XP 6. ALL PLYWOOD SEAMS IN A SHEARWALL SHALL BE BLOCKED WITH DIMENSIONAL LUMBER OF THE SAME SIZE AS THE WALL STUDS. W 7. REFER TO PLANS AND SECTIONS FOR STUD SIZES, STUDS SHALL BE SPACED AT 16 INCHES ON NUMBER OF STUDS IF APPLICABLE a CENTER UNLESS NOTED OTHERWISE ON PLAN. 8. CARE SHOULD BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS TO NOT OVER DRIVE NAILS INTO PLYWOOD. NAIL HEADS SHOULD BE FLUSH WITH PLYWOOD FACE. OVER DRIVING NAILS GREATLY N P -26 REDUCES THE EFFECTIVENESS OF THE SHEARWALL. 9. FOR FRAMING SIZES REFER TO(FRAMING PLANS. SIZE OF STUD OR DIMENSION Q OF SOLID POST TYPE OF POST: P= POST, J =JACK, VC=VERSA COLUMN, LC= LALLY COLUMN 0 HSS= HOLLOW STRUCTURAL SECTION u O zLn � w � z � w N \f w N N cn fy H� 3 w a � a N NU O Q N O Q a sloo er N N O N V rl WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA01867 (781)779-1330 CC Gl 10 GONG GONG GONG G oo "o - — - — - — - — - — - — - V-4 uj F- X alr kn 4 kn 6r, —————————— ——————————————————————————————————————— — - — - — - - — - — - — - — - — - — - — - — - — - — - — - ----------------------------------------------- )1- NfzVV - --------------- 0 ----------- oP�� ------------------------- WR 0 14 '5 L——————— ,oz DROP T.O.W. L I FOR WINDOW FTG-2 I I F r F, L Ll L---J L L___j Li IL-J t FTG-2 FTG--2 I FTG-2 FTG-2A FTG-2A DROP T.O.W. FOR WINDOW Fl =r I L FTG-2 DROP T.O.W. FOR WINDOW L—————————————————-- ————————— ———————————————————— - — - — - — - — - — - —————————————————————————-- 2'- N 90 FOOTING SCHEDULE TYPE COUNT LENGTH WIDTH I THICKNESS REBAR FTG-2 5 2'-0" 2'-0" ll'-o" N/A FTG-2A 2 2--6" 2'-6" l'-o'. 1445 E.W. BTM 4 4 4 T Q xp + � -4- o FOUNDATION PLAN- R, 1/411 = V-011 3z re 0 Ri FOUNDATION NOTES: 1. GC SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY TOP OF WALL ELEVATION AND DIMENSION DEVIATIONS BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS 2. CONTRACTOR OPTION TO SUBSTITUTE CAS-T-IN-PLACE CONCRETE FOUNDATION WITH A PRECAST FOUNDATION SYSTEM. COORDIMATE WITH ARCHITECT AND ENGINEER THROUGH SUBMITTAL PROCESS. 3. POINT LOADS ON THE FOUNDATION WALLS ARE GIVEN FOR THE SERVICE CONDITION: D+L OR D+0.75 (L+S). S290 WEBB STRUCTURAL SERVICES,INC , 670 MAIN STREET,READING MA 01867 (781)779-1330 3-2x10 PT II I I I I it U I I I II u I 1 1 w 11 u I 1 I Q) q 2x10 T@1 t r [Y � ry u 1 I I II it I I I II Q 2x10 T LE GER 11 1 I I q w/3 DGE LOK @16" tC it - - - - - Jjj = - -I- - i _L_ hk I I I t 1 I I t I I I I I I I I I I Q or NEwY 11 /8"AJ 20@1 "OC - - � - - - � - - - - - - - - - - - - L - - - � I I I W 0 14 6 I r ' I I - - I I n�3k I I I I I II I I I I II I I I I I 1 I II I 1 1 I I II 1 I I II I I II I I I I I I I I I I I I rr�\ 391/2" VL 1 r s s i 5-SPA ) r- L - - - - - - - -09 1 u I I r - - - - - J � { v1 I � ~ L - - - - - - - - - - - - - - - -I I - - - - - - - - Q0 I I r _ _ _ r-ir -1r f- 1r 1r 1 I I L-j [� LJ LJ it I I I I I L U ; it I I I i I L J II I I 11 ;78'AJS 0@16'OC r EL I I I ; A I I I I I I I 17 II 1 I I I Q Q I I I I Q I I I I L J I QI I I r - - - - - - J - - - - T - - - - - T - - - - - - ,- - - - - - - _ _ _ - - _ _ _ _ _ _ _ 1r 1r 1r 1r 1r 1r -Ir -1r 1r 1r -lr -1F 1r 1r 1r -1r -IF 1r 1r r - - - - - - - ��, � � 4+1 2x10 PT LEDGER � �1 1 2x1 PT L DGE 11 w/3-LEDGERLOKS @16"OC U Q 1 I w/ -LED ERILO S@1 "OC i im Rz tt71 1 1 1 Q I I I �61111 " u a Q II 1 1 1 1 it f� t1 1 1 I ' 11 Q 11 1 1 1 u 1 2-2x1 PTCa 16"0 1 1 H II I 1 1 II j1II 11p II I I I I��J 6 0 pl1 III Q '" I I Q I QJ Q �6 1 I Icc N _ L ZF�k _ 1 L- _ - ..-I L_ L 3-2w�0 PTJ J I_ _ _ ,,.J - L_ -I- -1 nq T = � _( AN�1 = 2x8 PT LEDGER I 8 PT 16"0 i Q Q6r`0 Q Q`��0 w/3-1EDGERL0KS @16"OC 1 1 0 J L JL 2--2x-8 PT_ 111 III A'" Q�6 HE- - - - - - - - Q�6 -IN C7 II IIII w ~ W- - - - - - - - - - - W ¢� U w Q a 0 �� FIRST FLOOR FRAMING PLAN w � N a � O FLOOR FRAMING NOTES: 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHERWISE ON PLAN. N 2. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH Q A MINIMUM OF(2)- 1/2"DIA BOLTS AT 16"OC OR(3)-1/4"o SELF'TAPPING LAG SCREWS @16"OC,ALTERNATING INSERTION SIDES. FOLLOW MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERVI'VISE ON PLAN 3. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: a 3-2x8 S201 N O N V a WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 t+ W or l i � I II I I � I II 0 J I I I ti6 r -h III , �pF NE U LZ O -II I Q� I I I I U I P� YO I I L I O 6 r r I I I I I I I I I I I I (t1 W I I I I I I I III I I 2 e cec sn` Z I � I � V 14 5 I L I I r I I � III ul 11 7/8 AJS2 16" C I i � III III c`I I r I I I IIIccI n � �2SP N) i I I I I!I ! QJ I I I I i t � I I I III Q " I 1 1 I I i t L I I I 111 - - - - - - , � - - - I IQ I 2 I I I I III I I W I I 3-114' L I I I I B I I r 2x10 LEDGER III III L_J _ , L W/3-LEDGERLOKS@16'IOC - _ ?F- -- - - - - - - - - r U I ti6 �6 6 I 3 I I I O!I I ' I pp L I I I z l l l I Q�. ! r I I I Will I I I I .- UIII I L K II - - -- - - - L I I I I11 ! I I I I I I I I III - - - - - - I I I L- I I I 111 I - -I i - - - - - - i i - -4 � I I I I I I III i I I I 2 I I I I L I I I III I I Lii t 2 -- - - - -I �- - - - - � I k I I - - - - -r - I I" I I II -Ir -1r -Ir -1r I I I III I a I I I III I I�'�1 QJ N L I I I III I I j I I I III I L I I III - - - - - - - - - - - - - - - - - - - - 11 - 00160�. -c1_0 J I I I I III II M II I I I I I I I III I I I x L I I I III I I I rQ � I ii I f BW �-9 114 LVL BW I 7@`�, u11 8'AJ C U 2 11 7/8"LVL Q`� - J �- - -`J - -' - - - - - -L oo - - - - - C 2-11 7/8"LVL N I N JL1OX3 W/TFL - TJ� - L- - - I I 2-2x8 I I I I I 2-2x8 I a x8@1 OC I 2x8@ 6"OC "t I J --I I I 2x8@ 6"OC Irrq bra CEILING I N T'I CE I(VG c j 0j c') I w \ I I Q66- - - - - - - - - I =_ =_ _=-- - - - - - - - --I - - - - - - - - — �I� _;J _ - - - - - - y QJ QJ QJ Q`J o W II w w O a O SECOND FLOOR FRAMING PLAN w U 3 R, H o FLOOR FRAMING NOTES: F , N N 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHIERWISE ON PLAN. 2. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A MINIMUM OF (2)- 1/2" DIA BOLTS AT 16"OC OR(3)-1/4"o SELF TAPPING LAG SCREWS @16"OC,ALTERNATING INSERTION SIDES. FOLLOWW MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHEFRWISE ON PLAN a 3. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: / a S2 ,02 N N O Y N WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 E. • wir «may ir r 2x8 "OC I NEW Y I O � •Q'r 2-2 /O 2- �V' � ' � F CCL'.•iyA //'`'Q� t% J L J L J L J L J L J L J L J L J L J L J L J L J L J L J L J L cl `Ltk OF 1 N Q3 I I I I c/) i 10 J_ - - - - - - @ W N � y J O � Q� , L r 1 ~ II 00 V *jL Q ol'7 r L 1 r L] I m I I I I l�1 U Q� � I I I w I � N m II �I � III lA II I I III J �I �I I III I J L I I L 1 , r li I III J L �I III S3.0 , r I I,- - - - - - - -J L AI19 Q HANGE O i II NJ c T H N - - - - - - - Ili J L U r — J L I I r I I I JL I I r I I I ;L6 J L QJ ;L6 4 I Q 1 C9 U C (� C.0 3-91/2"LVL ill 6 LL CII I N W V a I OPEN TO ABOVE N er - - - - - - QJ CONCEALED HANGER x - 7141VL � I x II Ii a II II w CEILING FRAMING PLAN N 1�_��� w � N F U � 3 a w R, H as N FLOOR FRAMING NOTES: H 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHERWISE ON PLAN. x 2. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH Q A MINIMUM OF(2)-1/2"DIA BOLTS AT 16"OC OR(3)-1/4"o SELF(TAPPING LAG g SCREWS @16"OC,ALTERNATING INSERTION SIDES. FOLLOW MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWIISE ON PLAN 3. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: S293 N N O N V' N WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 C .-1 r v V w L .---, rri w G r r r r r r r r r 2 6@16'r r r C r r r r r r r r EA I E RAI TER na v r;t c� L 90 LS9 i N't"L Q N o -- --------------- OF NE W N 2x12 6 0 N W J '(� YO W k n N N Q ��OPt1\Et W. �� J I I I I = J I I m Lu Lzi --2 12-R E- -- -- — — 0 14 5 GABLE EAVE II J N f I Q OVERFRAME OVERFRAME o W W L J TI Ua- Zf ( I I I L II J n II A� A O Ti W J Qr ----- - ----- I N Q II L L V1 W II J O � I II W L L c/) _ w� ci - ---- V1 O 1W— - - - - - - - - - _I _ �T� L W U U U - - - - - - - , C —I- - - - � I N N E I I I L FI I I I i 61 I I I I L II I I I I I I I n I I L I YI I I I I I S3.0 L I L I I Q U L 2-2X6 2-2X6 L 2-2X6 2-2x6 I I I I I I Q I I I I i I i I I I I I I W I I � W jo I I I r L W i I N Q cu Q I I W \ 12 N 2-2X12 /- - - - - - I \ I Q LS 0 L 90 \ �� I - - - - =J`J I v— — — — — r — — — — — i I C r 2rERAPTEFS "OC I I I 2x6 16" C _ EA i EVE AFT RS �I II II 7t II I a u u � U ROOF FRAMING PLAN N 1/4" = 1'-0" w FLOOR& ROOF FRAMING NOTES: O w 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHERWISE! ON PLAN. 2. ALL RAFTER TO HIP OR VALLEY CONNECTION TO BE MADE W/A MINIMUM OF 6-12d NAILS. � 3 a 3. ALL CEILING TO RAFTER CONNECTIONS TO BE MADE W/A MINIMUMOF 8-12d NAILS. a z a 4. ALL RAFTER TO LVL RIDGE CONNECTIONS TO BE MADE WITH A MINIIMUM OF 6-12d NAILS EQSP AND p A SINGLE SIMPSON A34 FRAMING ANGLE UNLESS DETAILED OTHERWISE. F" N 5. ALL VALLEYS AND HIPS TO BE CONNECTED TO RIDGES WITH A MINIIMUM OF 12 EQSP 16d NAILS AND N A LS90 FRAMING ANGLE. 6. PROVIDE SIMPSON H2.5 HURRICANE TIES CONNECTING EACH RAFTER TO STRUCTURE BELOW. TIE Q TO BE PLACED OVER THE OUTSIDE WALL SHEATHING. 7. EXTEND PLYWOOD SHEATHING UNDER ENTIRE OVER FRAMED AREA. 8. AT OVERFRAMED AREAS EXISTING ROOFING MATERIAL TO BE REMOVED TO ROOF SHEATHING. 9. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A MINIMUM OF (2)-1/2" a DIA BOLTS AT 16"OC OR (3)-1/4"o SELF TAPPING LAG SCREWS @16"IOC,ALTERNATING INSERTION S2 ,04 cl SIDES. FOLLOW MANUFACTURER'S SPECIFICATIONS UNLESS NOTE:D OTHERWISE ON PLAN 10. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHE�3-2X8 E: 0 N R N N O N_ N 8J yroy r� OC_ C]. (D 7' d _N tJ V O HI � r a I 00 ES N N z 7� I� N H Iy � u C� V O a .p N r- b � H d n C) � d M�•I � O F r NOI DDS Z II` i:10 NOI VCINno r 77b'M 8012131X3 xZ ONIHlb'3HS 7n7„zii s-z (NVId 333) (Nb7d 33S) � J 83ONVH 3IV7d d01 XN 831db2d 3nV3W HOW bad H08V83d • N011VInSNl N011V7nSN1 ON17130 8xZ JNIHlV3HS COOOMAId d0 _ _ 30131nO Ol I N31St1d`311 3NVOI88nH E 7 NOSdWIS ON1100d 31380NOO ON1100-4 31380N00 dSO3 PJk-8 JAM A AVMA3N bxZ dMM/M AVMA37Y bxZ GV73 31380N00„b GV7S 31380N00.b dSO3 b#-b dS03 b'#-b 5tit0 m U %ni Y-J T � 91 �M M,�\�do yg w13N O�yd isior Ol 1311VNVd NOUIONOO IIVM d0 dOlol SM3803 31380NOD .Z/l/M 839037 IA M3 00,N@b# (XVkV)„0-,9 1708,IOHONV "b o 0„Z/d/M 31V7d xZ ZMON -- ol z�' ,� r� -- - - —A C� -� 831,(VH xz lslorl z' -z "' •-+ m .fl S83HSVM 31V7d.Wt x£x8/M S213HSbM 31 b 7d.b/1 x8x8/nn JNIHlb3HS d008 ('XVYV)„0-,b @7 S1108 HOHONV ('XVkV)„0-,b @7 S1108 80HONV -1 +... 0„8/9/M 31Vld ld xZ-Z 0„M/M 31 F/7d ld xZ-Z (n 9Eb' 2d007d8/1S„b/8 JNIHlb3HS 2d007d 1SIOrl 3,9018 JW 31b'7d W01108 xZ a8y08WR103833NIJN3 77b'M 2101831X3 xZ Cb ONIHl V3HS JNIHl b3HS 21007d 31V7d Wo1108 xZ > IIVM 801831X3 xZ pv 0££I-6LL( 18L) JNIHlb'3HS L98I0 VW --Av--r NIQdBN`.L832ILS NIVW OL9 ONI`S80IANgS'IWCII.I Dfl'H I.S 888M A N DF& W,e NO— E C EWE 0c� o N 0 CT 1 0 2023 .:4 c n� L Duilding Department 0 Town of Southold Imo-- A3.1 W o o 39-6" � z 1 14'-6" _4-J.� ~ FOUNDATION I FOUNDATION - - - - - - - o X 9'-6" 9'-7" 9'-6" - SETBACK � KEEP PIER BEHIN SETBACK LINE - - -" ---------------------- --- ------------------- --------------------- --I--, MOVED CLOSER TO HOUSE ` _71- 61/2 I I I r -1'-6 1/2"(14'-7 1/2") r -1'-6 1/2"(14'-7 1/2") -1'-6 1/2"(14'-7 1/2") s % r BEAMS TO CANTILEVER OVER I RED BUBBLED AREAS HAVE CHANGED SINCE 1/26/22 REVISED PERMIT SET PIERS,SEE STRUCTURAL, ( I I I s a ♦ Y w CONFIRM WITH ARCHITECT or I o r-------------- ---------------------------------- PREVIOUSLY V-10"IN 8/09/23 'E 0 I , I PREVIOUSLY BILCO STAIR IN / FOUNDATION SET - I I 12/17/21 PERMIT SET.CHANGED / I I I ( AT BUILDING DEPT.REQUEST IN T/O PLATE I I I I 1/26/22 REVISED PERMIT SET / I I I L------------ - 18'- 1 �' I I2s, I 12'-2" / II ------------------------� I I BEAM I L-------, POCKET I BOILER HW I I M N J I A3.0 Ico - ----- L ------- I c �J% i 2 / n " I I I I rF —1 _T_�_, A3.1 I -- I I I I - A4.0 O I - - I - _ - I—� -F -�-I-I--� - / f—l z 2 I WINDOW I L T J `;' I 01 - UP I J--L-L-L-� I / I I e I ------------- `...� 2ND FL.SUBFL. PREVIOUSLY6'-10"IN 8/09/23 2-71/2" 14'-101/2" 2'-2" 5'-31/4" 13'-10314" I I H - FOUNDATION SET - DRAIN CONCRETE WALLS / 10 3 1=, i I F- - - -1 A8 2 - - TO C.L.OF LALLY COLUMN I i A4.0 �/ CONNECT TO FOOTING I I I I p I - - o- - -0— I- - - - - �� \, 4 / f�l I I / O DRAIN ) I I I --I - -J I I L - L � i L - - J 1T-6" 1- - - -J 31/2' T- T 13'-8" I 10" j Ili WINDOW / PL� �Z4�� I iA4.0 WELL TBD I - - - -�--r - I- 4"X 8"BEAM POCKET 5 A8.5 7 M I I o" NOTE: SEE STRUCTURAL i 4 r / I 602 I " � DRAWINGS FOR REINFORCING M H I � O SHELF AT-1 -10 5/8 TYP. _ _ _ _ _ _ _ Q I I I UNFINISHED BASEMENT v 8R 71/8 - - - - I WITH FACE OF RAM FRAMING ALIGNS I I d _ " I I CONC. SPECS / (� I MECHANICAL EQUIPMENT AND 7T 10 7R @ 71/ " + I 04 I� I I STfORAGE ON CONCRETE SLAB FLOOR -3'-9" - - - I I 9 A5.0 A I (SEE SECTION 4,A4.0) - - - _ - _ I I / " STORAGE/MECH —CL -2'-s" / [2'-6 TYP. I T/FND. WALL a -� �* -- - -CONFIRM FACE OF-BE - - 7- _ _ _ WINDOW_ BEAMS TO CANTILIVER OVER / A ALIGNS WITH FACE F -1'-3 5/8" WELL TBD T o o UP I I-- - PIERS,SEE STRUCTURAL, I ( I 1 I CONFIRM WITH ARCHITECT FRAMI G c 261, A cr " I 1 1 1 I / o o m m m m m OL -�8 -11"(T-1 ) I/ 1 1 1 U PERIMETER FOOTING DRAIN I I / U I I I A2.0 ( BEAM � � 2- 1/2" I I 13'-0" 2 POCKET I l i i i I / Q� J J 1 - - - - - - -I ( 1 I I I ADDED FOR SIZE a o 0 TSIDE FACE OF CONC.TO CEN1rER LINE OF RIDGE ELECTRIC PANEL I _ 1 I I I ENTRY PORCH A I ———————————— ——————�-—————— ——————————————— —————————T c� E= 11 I I cn z O o O O I I I W o ---------------- ------ ----- --------------- - - i- c) 1 4------------------------- I � af o' � 2 SECTION E °° I -8 A4.0 i T Ir I I N - A4.0 wo o 0 0 0 1/4°= 1'-0° 3 I 4 I _\11- 3 N Pq 12"DIAM.SONOTUBE PIER W/ I CN -2'-6'(13'-6") L —J / o coo N o 30"BIGFOOT FOOTING,KEEP I I I I A C'j coo --1 rn CD BEHIND STAIR TRIM. 1 BEAMS TO CANTILIVER OVER -2'-6" i 12"SQUARE PRECAST PIER PIERS,SEE STRUCTURAL, coi 1 W!30"BASE(TYP). CONFIRM WITH ARCHITECT ;; I 1 I I / -2'-6"(13'-6" 1 CD I I I I I i I -2 -6 (136 ) :- / A4.0 I I �� ADDED FOR PORCH FRAMING A4.0 2 W II — — 2s — — - -f— - - - - — —�- - — 1 — — — — L I -2'-6"(13'-6") I -2'-6"(13'-6") I -2'-6"(13'-6") L -2'-6"(13'-6") / Q U \ - —}- - — 4 —1 — — - -1 — — t —I— — +— —+ - - _— I I- - - � x L J L N EQ 41/2" 3'-41/ " EQ 1 I 1 6'{9" I i ADDED FOR STAIRS _ -PER INE N FACE OFFDN I ___ I/ _ - PRO TY� / W V) Z 1 4" - I I �IER�S TEV 9' 0112" I T-711/2" i - 9 01/2" I ~ 0 _- ---- - Z -- -----I I I PIER_ CL _ _ I 12"DIAM-SONOTUBE PIER WI KEEP FOOTING FOR STEP BEHND SETBACK LINE 30"BIGFOOT FOOTING,PKEEP 4'-6" BEHIND STAIR TfRIM. 40'-6" • WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 r , r r r 'J J V. LA !1 r�'' V .n s w ... 4j _ �f GENERAL CONDITIONS ROUGH CARPENTRY '- ,.� V 1. G.C. MUST BUILD EXACTLY WHAT IS SHOWN ON STRUCTURAL DRAWINGS. ANY PROPOSED 1. ALL ROUGH CARPENTRY WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE 2015 f tr DEPARTURES FROM WHAT IS INDICATED MUST BE REVIEWED WITH THE ENGINEER PRIOR TO INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. DESIGN LOADS PER INTERNATIONAL BUILDING CODE - -- CONSTRUCTION. ALL UNAUTHORIZED CHANGES TO THE APPROVED DRAWINGS MUST BE REMOVED 2. REFER TO THE IRC FOR FRAMING COMPONENTS NOT SPECIFIED IN PLANS AND SECTIONS. NOTIFY LIVE LOADS AND REPLACED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER OF ANY COMPONENT NOT DEFINED IN THE IRC OR IN THESE DRAWINGS. w 2. THE CONTRACTOR SHALL CAREFULLY VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON 3. REFER TO THE IRC FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE 602.3 FOR F DRAWINGS PRIOR TO COMMENCEMENT OF THE WORK,AND SHALL NOTIFY THE ENGINEER CONNECTION FASTENING NOT IDENTIFIED IN THESE PLANS OR DETAILS. GROUND SNOW LOAD: 30 PSF IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DOCUMENTS. 4. CONNECTION FASTENING NOT IDENTIFIED IN THESE PLANS OR DETAILS. UNINHABITABLE ATTICS WITHOUT STORAGE: 10 PSF y 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF TEMPORARY SHORING, 5. ENGINEER MAKES NO CLAIMS TOWARDS EXISTING CONDITIONS. UNINHABITABLE ATTICS WITH LIMITED STORAGE: 20 PSF BRACING,OR OTHERWISE PROTECTING ANY PORTION OF THE STRUCTURE, SITE AND UTILITIES 6. WHEN NOT OTHERWISE IDENTIFIED,ALL WOOD BEAMS, JOISTS, RAFTERS, HEADERS, STRINGERS, HABITABLE ATTICS AND SLEEPING AREAS: 30 PSF FROM DAMAGE DURING CONSTRUCTION. THE ENGINEER IS SPECIFYING THE FINISHED CONDITION PLATES,AND SILLS SHALL BE SPRUCE PINE FIR#2 OR BETTER,WITH A MINIMUM Fb=875 PSI(SINGLE ALL OTHER AREAS: 40 PSF ONLY,WITHOUT ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL USE)AND Fb=1000 PSI (REPETITIVE USE),AND E SHALL BE 1,4000,000 PSI OR BETTER. ACHIEVE THIS RESULT. 7. WOOD STUDS MAY BE EASTERN HEMLOCK, EASTERN SPRUCE, OR HEM-FIR, GRADED"STUD"GRADE, 4. FOR RENOVATION WORK STRUCTURAL DRAWINGS PRODUCED WITH ASSUMPTIONS MADE #2 OR BETTER. WIND LOADS REGARDING EXISTING CONDITIONS. IF CONTRACTOR FINDS EXISTING CONDITIONS NOT AS ASSUMED 8. LVL BEAMS,AS NOTED ON PLANS, SHALL HAVE A MINIMUM Fb=3100 PSI, E=2,000,000 PSI,AND Fv= OF NEw CONTACT ENGINEER IMMEDIATELY. REVISIONS TO THE STRUCTURAL FRAMING MAY BE REQUIRED. 285 PSI. LVL BEAMS SHALL BE"VERSALAM"BY BOISE CASCADE. NO SUBSTITUTIONS WILL BE INTERNATIONAL BUILDING CODE 129 MPH, EXPOSURE B 5. FOR EXACT LOCATIONS OF FLOOR AND ROOF OPENINGS, POSTS, ETC.,SEE ARCHITECTURAL ACCEPTED, UNLESS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY ��P �w. DRAWINGS. THE CONTRACTOR. DEAD LOAD 9. WOOD"I"BEAMS SHALL BE BY BOISE CASCADE. NO SUBSTITUTIONS WILL BE ACCEPTED, UNLESS t FOUNDATIONS THE ENGINEER SPECIFICALLY APPROVES ANOTHER PRODUCT SUBMITTED BY THE CONTRACTOR. WEIGHTS OF MATERIALS AND CONSTRUCTION r= =w I w MANUFACTURER'S RECOMMENDATIONS FOR BEARING, REINFORCING, CUTS,CANTILEVERS, 0 2 1. WHERE FOUNDATIONS ARE EXISTING, DESIGN HAS BEEN COMPLETED ASSUMING FOUNDATIONS ARE FASTENING, ETC., SHALL BE STRICTLY ADHERED TO. SUITABLE TO SUPPORT PROPOSED RENOVATION. CONTRACTOR RESPONSIBLE FOR VERIFYING 10. ENGINEERED WOOD POSTS(VERSA COLUMNS),AS NOTED ON PLANS, SHALL BE VERSA-LAM 1.7 2650. ABBREVIATIONS: o 14 5 THAT THE EXISTING FOUNDATION CONFORMS TO BUILDING CODE REQUIREMENTS AND REPORT 11. PLYWOOD WALL SHEATHIING,ROOF SHEATHING,AND SUBFLOORING SHALL BE APA GRADE, OF N FOOTING CONDITIONS TO ENGINEER FOR VERIFICATION. TRADEMARKED C-D INTERIOR WITH EXTERIOR GLUE. SUBFLOORING SHALL BE 3/4"THICK TONGUE ADD'L-ADDITIONAL HORIZ-HORIZONTAL 2. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE FOUNDATIONS ON AND GROOVE,AND SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE PRIOR TO BLKG- BLOCKING HDR- HEADER INORGANIC,UNDISTURBED SOIL OR CONTROLLED STRUCTURAL BACKFILL. ALL EXCAVATIONS NAILING. ROOF SHEATHING SHALL BE 5/8"THICK AND WALL SHEATHING SHALL BE 1/2"THICK. BM- BEAM JST- JOIST SHALL BE DRY BEFORE PLACING ANY CONCRETE. 12. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER WOOD IS BTM- BOTTOM LVL- LAMINATED VENEER LUMBER 3. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL AT A MINIMUM DEPTH OF 4 FEET,OR AS WITHIN 8"OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, SHALL BE PRESSURE BRG- BEARING LW- LONG WAY MODIFIED BY THE STRUCTURAL ENGINEER, BELOW THE LOWEST ADJACENT GROUND EXPOSED TO TREATED. BTWN-BETWEEN MAX- MAXIMUM FREEZING. ANY ADJUSTMENT OF FOOTING ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THE 13. ALL METAL CONNECTORS INCLUDING JOIST AND BEAM HANGERS AND COLUMN CAP AND BASES BW- BEARING WALL MIN- MINIMUM APPROVAL OF THE ARCHITECT. SHALL BE BY SIMPSON STIRONG-TIE CORP. THE CONTRACTOR SHALL STRICTLY ADHERE TO CLG- CEILING MFR- MANUFACTURER 4. SOIL BEARING CAPACITY: FOOTINGS MUST BE PLACED ON SOIL WITH A MINIMUM BEARING MANUFACTURER'S FASTEINING REQUIREMENTS.CONTRACTOR TO VERIFY ALL CONNECTOR SIZES TO COL- COLUMN NTS- NOT TO SCALE CAPACITY OF 4000 POUNDS PER SQUARE FOOT. FRAMING ELEMENTS BEFORE ORDERING. CONC-CONCRETE OC- ON CENTER 5. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR MATERIALS 14. UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS, HEADERS AND BEAMS SHALL BE CONN-CONNECTION PL- PLATE PLACED IN 6 o LAYERS. LAYERS SHALL BE COMPACTED TO 96/o DENSITY AT OPTIMUM MOISTURE SUPPORTED BY AT LEAST ONE JACK STUD AND ONE KING STUD. CONT-CONTINUOUS PT- PRESSURE TREATED 15. FOR WOOD JOIST SPANS UP TO 14 FEET PROVIDE A SINGLE ROW OF FULL DEPTH BLOCKING CONTENT,AS DEFINED BY ASTM D1557. � DIAG- DIAGONAL REQ- REQUIRED 6. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS ARE BRACED BETWEEN JOISTS AT MIDSPAN. FOR SPANS EXCEEDING 14 FEET, PROVIDE TWO ROWS OF FULL DN- DOWN SPEC- SPECIFICATION TO PREVENT MOVEMENT. FOR WOOD FRAMED RESIDENTIAL CONSTRUCTION, NO BACKFILLING OF DEPTH BLOCKING BETWEEN JOISTS AT THIRD POINTS OF THE SPAN. EQSP- EQUAL SPACES SW- SHORT WAY WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR DECK HAS BEEN FRAMED AND SHEATHED, UNLESS 16. GABLE-END WALL STUDS IIN CATHEDRAL, PARTIAL CATHEDRAL,OR HIGH CEILING SPACES SHALL EF- EACH FACE T.F.N.P-- TYPICAL NAILER ^ WRITTEN APPROVAL IS GIVEN BY THE ARCHITECT OR ENGINEER. SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF THE ROOF RAFTERS. THEY EW- EACH WAY ICI 7. PROVIDE FOUNDATION DRAINAGE,WATERPROOFING/DAMP-PROOFING,AND FOUNDATION WALL SHOULD NOT BE INTERRUPTED BY ANY HORIZONTAL PLATES OR BEAMS, UNLESS NOTED FDN- FOUNDATION UON - UNLESS OTHERWISE NOTED Z INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. OTHERWISE ON THE DRAWINGS. FIN- FINISH VERT- VERTICAL 17. MEMBERS WITHIN BUILT-UP BEAMS,WHETHER MADE OF SAWN OR ENGINEERED LUMBER,SHALL FLG- FLANGE W/- WITH a ONLY BE SPLICED OVER SUPPORTS. FTG- FOOTING CONCRETE 18. PROVIDE SIMPSON H1 OR H2.5 HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS BEARING POINT. 1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITION OF 19. CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED ACI-318,"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". FOR CUT, BORED OR NOTCHED IN FRAMING LUMBER. STRUCTURAL FLOOR MEMBERS SHALL NOT BE 2. CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY DESIGN STRENGTH AS FOLLOWSTOOTINGS,WALLS, CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THE BUILDING CODE MULTIPLE SPAN BEAM LEGEND O W INTERIOR SLABS-ON-GRADE,AND OTHER CONCRETE NOT OTHERWISE SPECIFIED-3000 PSI. WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. EXTERIOR SLABS EXPOSED TO WEATHER-4000 PSI. 20. AT WOOD POSTS LANDING ON FLOOR DECK, PROVIDE SOLID VERTICAL WOOD BLOCKING WITHIN BEAMS IDENTIFIED AS MULTI-SPAN CONTINUOUS h� 3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY-MIX TRUCK SHALL BE 3-5". DECK SANDWICH TO LINK iUPPER POST WITH LOWER SUPPORT. BLOCKING TO MATCH UPPER POST EXAMPLE:(2-SPAN), (3-SPAN)ETC. 4. REINFORCING STEEL: TYPICAL-ASTM A615, GRADE 60. FIELD BENT-ASTM A615, GRADE 40 WELDED SIZE. (NO SPAN IDENTIFICATION INDICATES SINGLE SPAN BEAM) WIRE FABRIC-ASTM A185. 21. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONED LUMBER JOISTS 3/8"BELOW THE TOP OF JOISTS TO ALLOW FOR JWST'SHRINKAGE. WHERE BEARING WALLS OR POSTS LAND ON THESE BEAMS, INFILL GAP WITH 33/8"PLYWOOD FOR SOLID BEARING. 'LSO `ti6 ti6 STRUCTURAL STEEL 22. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A MINIMUM OF 2-1/2"- PLAN VIEW Q� BOLTS AT 16"ON CENTER OR 3-1/4"- DIAMETER SELF TAPPING LAG SCREWS AT 16"ON CENTER, 1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL ALTERNATING INSERTION SIDES, FOLLOW MANUR SPECS, UNLESS NOTED OTHERWISE ON DRAWING. I 3-91/2"LVL CONSTRUCTION:"SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 23. IN ADDITION TO THE FLOOR JOIST SHOWN IN THE PLANS, CONTRACTOR SHALL INSTALL DOUBLE (2-SPAN CONT.) 2. STEEL WIDE FLANGE BEAMS SHALL CONFORM TO ASTM A992,WITH A MINIMUM YIELD STRENGTH OF JOISTS UNDER ALL PARTITIONS WALLS RUNNING PARALLEL TO THE DIRECTION OF FRAMING. 50 KSI. PLATES,ANGLES, CHANNELS,AND MISC. FABRICATED HARDWARE SHALL CONFORM TO ASTM 24. MINIMUM BEAM BEARING TO BE 3 INCHES UNLESS NOTED OTHERWISE ON PLAN. ELEVATION VIEW A36,WITH A MINIMUM YIELD STRENGTH OF 36 KSI. RECTANGULAR STEEL TUBING SHALL CONFORM TO ASTM A500,GRADE B,WITH A MINIMUM YIELD STRENGTH OF 46 KSI. 3. ALL STEEL TO STEEL FIELD CONNECTIONS SHALL BE MADE BY HIGH STRENGTH BOLTING WITH ASTM A325 BOLTS OR WELDING WITH E70 XX ELECTRODES. STEEL TO CONCRETE AND STEEL TO WOOD LATERAL FRAMING NOTES NO SEAM IN BEAM OVER POST FIELD CONNECTIONS MAY BE MADE WITH ASTM A 307 BOLTS. 4. STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED ALKYD PRIMER UNLESS OTHERWISE NOTED. 1. THE STRUCTURAL DESIGN! OF THIS RESIDENCE WAS PERFORMED IN COMPLIANCE WITH THE A 5. NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE WRITTEN INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS.THE PRESCRIPTIVE APPROVAL OF THE ENGINEER. REQUIREMENTS OF THIS CODE DO NOT APPLY PER SECTIONS 301.1.3 ALTERNATIVE PROVISIONS AND Q 6. CONTRACTOR TO SUBMIT SHOP DRAWING TO ARCHITECT AND ENGINEER FOR APPROVAL. 301.1.3 ENGINEERED DESIGN. u 2. FRAMING COMPONENTS AND FASTENERS AS IDENTIFIED IN THESE DRAWINGS AND NOTES POST LEGEND ADEQUATELY RESIST THE LATERAL LOAD REQUIREMENTS AS DEFINED BY THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS. BW=BEARING WALL 3. ALL EXTERIOR WALLS TO FOLLOW SHEARWALL SHEATHING CRITERIA. FVP=FLAT VALLEY PLATE OJ�, SHEARWALLS CONSTRUCTION: R SHEATHING TO BE'/z"/APA RATED (E)=EXISTING ,�P SHEATHING TO BE ATTACHED TO THE WALL STUDS WITH 8dNAILS @ 4"OC AROUND EDGES&8" OSPAN=JOIST OR BEAM 'co OC IN FIELDS. RUNS CONTINUOUS J\Q����G�� OVER SUPPORTS Q Q3 - 4. HOLDDOWNS TO BE HDU5,BY SIMPSON AND SHALL BE ATTACHED TO A MIN OF 2-2x STUDS FOR(*)SPANS Qp 5. THREADED ROD TO BE 5/8'"o AND EPDXY SHALL BE SIMPSON SET-XP 6. ALL PLYWOOD SEAMS IN Al SHEARWALL SHALL BE BLOCKED WITH DIMENSIONAL LUMBER OF THE SAME SIZE AS THE WALL STUDS. o 7. REFER TO PLANS AND SECTIONS FOR STUD SIZES, STUDS SHALL BE SPACED AT 16 INCHES ON NUMBER OF STUDS IF APPLICABLE CENTER UNLESS NOTED OTHERWISE ON PLAN. P -26 ~" a 8. CARE SHOULD BE TAKEN TO ADJUST NAIL GUN PRESSURE SO AS TO NOT OVER DRIVE NAILS INTO PLYWOOD. NAIL HEADS SHOULD BE FLUSH WITH PLYWOOD FACE. OVER DRIVING NAILS GREATLY M REDUCES THE EFFECTIVENESS OF THE SHEARWALL. cn 9. FOR FRAMING SIZES REFER TO FRAMING PLANS. w00 N SIZE OF STUD OR DIMENSION A o OF SOLID POST TYPE OF POST: P= POST, J=JACK, VC=VERSA COLUMN, LC=LALLY COLUMN HSS=HOLLOW STRUCTURAL SECTION v H °z � wy OH N W N PI � 3 R 0 a sloo N N U O Q ?E b d O N O M M N O N M W WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 �as v -- Q��� Q Qk�� i W--t - - - - - - - - - - G - - A + [.. r---------- -------;-------------------I------ -----------r— � ( I r•: F------------------------------------------------- I I I I I I I I I I I I " 10 ------------------ ��pF NE14rY I I I 4 `-) aP�\s� ------- — r- w= e 2'-0" I I L—L------------ — L---- S3.0 10" c� � W L-------- 2 -0 .,F:fir p= ------ —� - 0,14 5 L------ I I _ I OF 1 N I r I I I I I I I I I I I DROP T.O.W. L—'—-I I I FOR WINDOW 2 FTG-2 I ————— — — s3.0 I I I ------------J I I G �G XIQ --- r- I L J FTG-2 L———J FTG-2 FTG-2 I I FTG-2A FTG-2A I ^ I I I I I I I DROP TO. I I I FOR WINDOWPV I I I I I I I I I I I I I J I I ^O 1 I I FTG-2 S3.0 j I p�G DROP T.O.W. I I FOR WINDOW I I I I I I o,`! o,� I IQ� _ 1`� r0 - - L ----------------------------------- --------------------------------------I uQ r-7--1 r--� gP u Qe�P� c' �' FOOTING SCHEDULE TYPE COUNT LENGTH WIDTH I THICKNESS REBAR ! FTG-2 5 2'-0" 2'-0" 1'-0" 1 N/A FTG-2A 2 2'-6" 2'-6" 1445 E.W. BTM ! �i0� O En M I I I I I I I I I I I I A o QQ`�GPd i—J Q��P�oge 0 - — :w. II GG�Ge\ GG�Ge\ v z En 0 o FOUNDATION P LA N �I N N N O W N pq Ln a R, FOUNDATION NOTES: H O N 1. GC SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY TOP OF WALL ELEVATION AND N DIMENSION DEVIATIONS BETWEEN THE,ARCHITECTURAL AND STRUCTURAL DRAWINGS 2. CONTRACTOR OPTION TO SUBSTITUTE(CAST-IN-PLACE CONCRETE FOUNDATION WITH A PRECAST FOUNDATION SYSTEM.C00)RDINATE WITH ARCHITECT AND ENGINEER b THROUGH SUBMITTAL PROCESS. s 3. POINT LOADS ON THE FOUNDATION WAILLS ARE GIVEN FOR THE SERVICE CONDITION: D+L OR D+0.75(L+S). 0 S2 ,00 N O M M N O N i+t 00 WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 3 L� �* L ` C INVERTED HU210-3 r 1-+ 4 HANGER AT BEAM(TYP) �} I -I r- -ir 1r 1r 1r -Ir 1r 1r 1r 1r -I r- 1r 1r 1r 1r -1r 1r 1r 1r 1r 419p 1 ul I a a a a I I I I U -T o 0 0 o I I I I N N N N I M cl� M M I I I I 2x10 T@i "OC �- Q ,t0 YLI ,r02x10 T LE GERw/3 DGE LOK @16" C JL J JL JL JL Jk — _l— — L— JC — L,- L JL JL JL JL JL JL JL J L JL JL JL� - - - - r., --- - -- I - - - - - - - - - - J- - - -L ,J) I I I ! fl I t � I I OF NEW Y - - - - - - - - - - - - - - - - - - - - - - � co'�P�P��E�w. lti�6O.Q'f � 11 /8 AJ 20@ i OC I C i 1 i t I I 4 E: I QJ t ll n % W i I I II I I I S3.0Lu _ I I i t I —Y ry 0 14 5 i a. I I I I I I I I I I 2 f I I S3. I I I 3 9 1124 VL 5-SPA 04 - - I I _ co I I Q - - - - Ir - - - - - - - ---- a - - - - - - h- - - - - - J ti l I 7 - 77 - I I - - a - o' FBI I T� - y iL - - - I I O V1 - - - - - - - - I ' - - - - - - - I INVERTED HU210-3 _ _ _ _2-1 /�"LVL Q - HANGER AT BEAM(TYP) I I ' - - - - - 1 I r - - - - - - - - I L r-1 r 1r r 1r -ir I I I - x1 PT I I 1 I I I r I I I I I I Q I I I I I I I r I f.L I I I l i 11 78"AJS 0@16 OC c- I I I L I I I I I I I F- 2-2x1 PT - - - - - - - - - - - - - - - - L - - - - T - - - - T - - - - I I f I `] F `O I -I f—I r 1 1 r -1 r f—1 f O 1 r- — -1 F—O-1 1 r -1 r 1 r 1 r -1 r 1 r -1 r 1 r — — — — — — — — —O — — — — — — a, b 2x10 PT LEDGER U b1 I 2x1 PT'L DGE I w/3-LEDGERLOKS @1670C C� 1 w/ -LED ERLO S @ 1 "OC 171. , 6 `M III I I III III I I III A I� i I III i 2-2x1 PTCa 16"0 I iib I II II pat N�WaMolilt CL- 06 J L L 3-2w PTJ J _ — — — — — — — — — — — - - - - - - - - - - - - - - - ,1 (5-SAN),r - ,r Q Q�°6 Q Q�O6 2x8 PT LEDGER I "r8 PT 16"0 i i Q Q66 Q Qro6 w/3-LEDGERLOKS @ 16"OC I I I JL JL JL JL JL O I - - - - -2-2x-8Pr II II a - Qraro ICI- - - - - - - - - - - - QQt _f� 1 0 °� FIRST FLOOR FRAMING PLAN1.4 � N N W �I FLOOR FRAMING NOTES: 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHERWISE ON PLAN. N 2. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A A MINIMUM OF(2)- 1/2"DIA BOLTS AT 16"OC OR(3)-1/4"0 SELF TAPPING LAG SCREWS @16"OC,ALTERNATING INSERTION SIDES. FOLLOW MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE ON PLAN a 3. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: 6 a 3-2x8 �'�� S2 ,01 N O eri M N O N M N WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 '�," r E i.J r l 1: r r C �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .z bA u, 4 " w u F v t r, i I < ~ e r. 5 I Q, I S3.0 4 J. I r I I 1 J V r I I oI I I ti6 �O z-- - - - - - - - -�� �O- - - �OF NE�y ! @ J I I = �.�P�Pa EL W. L yFe O.Q� NI I — — — — — — O �^ I � r - L I I n / LL1 2X10 LEDGER (n ` LU I 177# "k0 4117/sJS216" C 14 - - - I I ' --J � �12k1 I — � ` 2-SPA N) I I ti6 60 Q�� , I J A I 1 1 c.) 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I I 77nr�r �r �r -1r tL L I I rT, I I --, I r'•1 I J C9 L I I I i t I I Q ` r ' L T _ - _ - - - - - r - - - - ti6 I II - - - -- _BW 4" V u BW 391 L ,; II �U Q 2-117/8"LVL 11 8"AJ 10@1 "OC Q66 L- - _ j f-l1 - L rj J- - - - - - 6 iczo - - 1 Qro6 o CD I S3.o N II o c) 2-117/8"LVL d Lu QJ frox�Lw/ Q ,i QJ A cocon - - -J C 7 L7_ -J TF L r - �1'r- 1 r 1 I L -1 L - 1 r 1 r -I r 1 r r- 11 1 r 1 2 j - - - - - - - - - - - - - SIMPSON HGUS6.88/10 tx I' HANGER O S3.1 2-2x8 III I I I 2-2x8 SIMPSON HGUS6.88/10 1 11 11 I' I I Eel HANGER x8@1 "OC I III Q6 ► al I III J J J I I 2x8@ 6"OCI l J J ' III 2x8@ 6"OCcli M 66 CEILING �^ ^ ICI CE ING N Q III b ro F00 Q Ill Q`O dA O 1 I ,' QroO 1 - _ __ �- _ = = z Q� QJ- o RIP LVL TO 51/2" RIP LVL TO 51/2" U DEPTH AT EAVE DEPTH AT SAVE Ai Q U a awl °! SECOND FLOOR FRAMING PLAN A N W 1/411 _ 11_011 r0l F' w v al FLOOR FRAMING NOTES: ~' 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHERWISE ON PLAN. N 2. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A A MINIMUM OF(2)-1/2"DIA BOLTS AT 16.00 OR(3}1/4"o SELF TAPPING LAG SCREWS @16"OC,ALTERNATING INSERTION SIDES. FOLLOW s MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE ON PLAN a 3. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: 6S2 ,02 0 N O M M N O N M N 00 WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330 E ter " ti r« r cn G ng r'a 2x8 "OC 1 --__--- P��OF NEIN y0 L Lu Lu 2-210 2- 10 C9 JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL rT„ N 0 14 5 ca LN L LF i r, ^ OVERF ME r 2x12 LEDGER ' W/3-WS@16"OC u, c) F--1 U J L 0 W wkJ � / iC)' O; i 04 L I� N M I j:; :CID L_ I I ' r U w I 1 7 { O a/ FBI -011 I r, - - ' r _ � j c u i , I Zo w J L YA 3 L - - - -- II II S3.1 G A J L _- J t i ARCHITECTURAL U BRACKET(TYP) Q J LZ N j �J 2X8 LEDGER WS/2 U 1 r _o W - 16"OC 2X8 LEDGER u'; o � @ W/2-WS@16"OC i J J L Oc/) ' ff -1 `_ ff Cp W N IVV J L Q� ,•V �� iIi { r � J x € FFFIII UZ J 23-9 J I e N ARCHITECTURAL w N o HANGER Ell - - - - - ,�\D`J \D��� x8 - T 7 7I4VL- �x I Q r i JG II VG II a U w �1/4 = LING FRAMING PLAN N N a rx cv w M 1 w U1.4 3 o FLOOR FRAMING NOTES: `' N 1. ALL INDIVIDUAL LVLS ARE 1 3/4"THICK UNLESS NOTED OTHERWISE ON PLAN. 2. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH U A MINIMUM OF(2)-1/2"DIA BOLTS AT 16"OC OR(3}1/4"o SELF TAPPING LAG SCREWS @16"OC,ALTERNATING INSERTION SIDES. FOLLOW MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE ON PLAN a 3. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: 6 S2 ,03 a 0 N O M M N O N M N 00 WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING MA 01867 (781)779-1330r� l J f. J.d v bJ) (n U C.) _ �k U r= r r r r r r r r r 2 6@1s C r r r r r r r r r r EA ERA TER � r� r: 90 LS9 tpN T =ep- - I- - - -- - -- - - -- -- - - - -- - -- - - -- N �2X12JVO N W — — .� O w w y0'Q W -N Q aw: 0 14 5 — m I I I GABLE EAVE N � I' I I p ~ N - Q ALA N � U W r I OVERFRAME 0 EI�FRAME W -,,_ 'I - - - - W - Zo- L- CN Q i I ' I L I ( I L I I I I I n ZLO+OF BELOW L I I 1 L i S3.1 L I I VL Q ! I 0 I a w x o L w LLu N L � � I I L N r I r I I I S3.1 LI I [v_ I, I I I ' U LI III i I I 22xs 2-2xs Z-Zxs 2-2X6 II' I I II. r I L II I I II C/3 I II l V] W 1. II U W Flo L I h N n, i Ip w N r �� L _ IIII i � [-' 00 w II — -JI'l I A - - --= = r I ! L - - L1 - - - - - - - -- - ---�`- - - - - - - - - -� - - - - - - - u � - - -'a - - -- - r r - - -- - O - L I L L� - - - - - - - - - - - - - - � a C7 L) ILA ROOF FRAMING PLAN 1/411 = 1'_011 w a N FLOOR&ROOF FRAMING NOTES: Q N MN 1. ALL INDIVIDUAL LVL � � S ARE 1 3/4"THICK UNLESS NOTED OTHERWISE ON PLAN. PI 2. ALL RAFTER TO HIP OR VALLEY CONNECTION TO BE MADE W/A MINIMUM OF 6-12d NAILS. 3 3. ALL CEILING TO RAFTER CONNECTIONS TO BE MADE W/A MINIMUM OF 8-12d NAILS. w 4. ALL RAFTER TO LVL RIDGE CONNECTIONS TO BE MADE WITH A MINIMUM OF 6-12d NAILS EQSP AND H °I A SINGLE SIMPSON A34 FRAMING ANGLE UNLESS DETAILED OTHERWISE. H 5. ALL VALLEYS AND HIPS TO BE CONNECTED TO RIDGES WITH A MINIIMUM OF 12 EQSP 16d NAILS AND N A LS90 FRAMING ANGLE. 6. PROVIDE SIMPSON H2.5 HURRICANE TIES CONNECTING EACH RAFTER TO STRUCTURE BELOW. TIE A TO BE PLACED OVER THE OUTSIDE WALL SHEATHING. s 7. EXTEND PLYWOOD SHEATHING UNDER ENTIRE OVER FRAMED AREA. 8. AT OVERFRAMED AREAS EXISTING ROOFING MATERIAL TO BE REMOVED TO ROOF SHEATHING. 9. BEAMS COMPRISED OF 3 LVLS OR MORE SHALL BE BOLTED TOGETHER WITH A MINIMUM OF(2)-1/2" DIA BOLTS AT 16"OC OR(3)-1/4"o SELF TAPPING LAG SCREWS @16'"OC,ALTERNATING INSERTION S2 ,04 SIDES. FOLLOW MANUFACTURER'S SPECIFICATIONS UNLESS NOTED OTHERWISE ON PLAN 10. HEADERS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: ti 6 N 3-2x8 M N WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING 01867 SHEATHING SHEATHING M (781)779-1379-1330 2x EXTERIOR WALL 2x EXTERIOR WALL I-JOIST -j ° BLOCKING 2x BOTTOM PLATE 2x BOTTOM PLATE @ 16"OC FLOOR FLOOR ,= C SHEATHING SHEATHING ENGINEERED RIM BOARD NGINEERED RIM BOARD UNDER BEARING WALL - INSTALL 2x SQUASH BLOCKS ti 2-2x PT PLATE 2-2x PT PLATE 2x BEARING WALL (WHERE THERE ARE UPPER POSTS .. w/1/270 ANCHOR BOLTS w/1/270 ANCHOR BOLTS PROVIDE SOLID VERTICAL BLOCKING �.. W @ 4'-0"OC(MAC @ 4'--0"OC(MAC 2x BOTTOM PLATE MATCH POST SIZE)) I-JOIST !-JOIST FLOOR z ~ z z SHEATHING oo = r, GRADE GRADE _ ' 1x8 LEDGER ��- . •-� u t w/4-12d INVERTED SIMPSON HU210 3 „ - �- ' r r - L L- HANGER w/MAX NAILING - TO BLOCKING DECKING PER ARCH 2x PT BEAM I-JOIST I !i! i-JOIST i CONDITION PARALLEL TO JOIST 3-2x PT 1rq z, • LVL BEAM r•3 SPRINGIELD #4@24"OC BASEMENT TOP CAP x 7 6x6PT POST ABU BASE � 444 EQSP pF NEW Y BASEMENToP�\�`W. wF6 O'Qir GRADE LI 444 EQSP CONCRETE LALLY IF- _ - = #4@24.00 VERT w/ _"' w n 2 CLR " - m --- FOUNDATION WALL COLUMN STD HOOK INTO FTG- _ - 10" - - - 0 14 S 4"CONCRETE SLAB SPRINGFIELD I 4"CONCRETE SLAB OF 1 N - 2x4 KEYWAY w/WWF BASE PLATE ( w/WWF 10" z_ 12"g 00 10 10 CONCRETE PIER 2x4 KEYWAY o z • INSULATION � � INSULATION o PER ARCH PER ARCH z CONCRETE CONCRETE o FOOTING FOOTING (SEE PLAN) (SEE PLAN)LPLAN)L SECTION SECTION SECTION SECTION Z 4 3/4-� = 1�_0�� 3 3/4" = 1�_0�� 3 4„ = I.-Off / � z � Ono O � s a w w PLAN CALLOUT SIMPSON HDU5 HOLDOWTI, LOCATION PER PLAN La U 5/8"THREADED ROD ' 1401ST A a M N PLAN CALLOUT cl FASTEN SEAMS w/8d@4"OC H 06 &12"OC FIELD LION,BLOCK �� A o ALL SEAMS SIMPSON HDU5 HOLDOWN, LOCATION PER PLAN SHEATHING BEARING WALL SHEATHING ABOVE 0 2x STUD WALL 2x STUD WALL FLOOR SHEATHING !JOIST BLOCKING 1NBETWEEN JOIST w "' 2x PLATE y_ = 2x PLATE 1—JOIST W 2x PLATE w/2 ROWS A u OF 1/2"0 BOLTS @ ENGINEERED RIM BOARD !-JOIST ENGINEERED RIM BOARD 16"OC STAGGERED CONTINUOUS BLOCKING H' ff �D T0,SUBFLOOR 2-2x TOP PLATE 2-2x TOP PLATE 3/4'SUBFLOOR a x SOLID BLOCKING TIGHT TO 518"THREADED ROD w/SIMPSON RI Z 1-JOIST - BOTTOM FLANGE w/2-1/2"0 SET-XP EPDXY, 10"EMBED L INVBLOCKINGATPOST LAP PLYWOOD BOLTS @16"OC STAGGERED IN o LOCATIONS OVER FLOOR 2x8 w F' _ INTERIOR BEARING WALL ......�,j `" SEE PLAN FOR LOCATION A a P.' PLYWOOD SEAM � 117/8"AJS1 F O w/BLOCKING N N HANGER HANGER A Wi0x30-1 SHEARWALL SECTION a SECTION SECTION SHEAR WALL DETAIL 3 4" = V-0 7 / 3/4" - 1' 0" S3 ,00 N O M M N O N it 00 WEBB STRUCTURAL SERVICES,INC 670 MAIN STREET,READING r MA 01867 +" (781)779-1330 l 1 w ROOF SHEATHING 7 ;. �+ u 2x RAFTER bf) co U 3/4"SUBFL00 2x12 LEDGER w "- w/3-WS@ 16"OC L ` 2x8@16"OC - = OVERFRAME BLOCKING _ U _� rr; ` 4 • 6-10d NAILS STAGGERED, `7 2x CEILING H2.5 HURRICANE TIE BLOCKING TO RAFTER F I 2-2x TOP PLATE ` SEAM 1N ROOF SHEATHING WATERPROOFING PER ARCH -' 2x6@16"OC HANGER r WALL . i ROOF SHEATHING -- SHEATHING 2x RAFTER pF NEW,,, �P Lei-W. tv G•Q - co w m - � w 0 14 OF 1 N �O• 6'd• �9C�S B,gc�spgN • �'d9 • 8-12d • SIMPSON 2.5 HURRICANE r ' • TIE,FASTEN TO OUTSIDE Z OF PLYWOOD SHEATHING .. � A 2x PLATE �3/4"SUBFLOOR 2x6 SAVE RAFTER �I J con 2-2x TOP PLATE 2-2x TOP PLATE HANGER O b•y 2x CEILING HANGER 2x10 LEDGER w/3-LEDGERLOKS @16"OC SHEATHING 2x10 LEDGER 2x6@16"OC SHEATHING w/3-W3@16"OC 2x6@16"OC WALL EXTERIOR WALL ~ A35 2x12 RIDGE ROOF SHEATHING 2x4@32"OC SECTION .A i � 2x RAFTER uA� U � A U 2-91/2"LVL a 8-12d EQSP 2x CEILING HANGER 2x CEILING N 2-2x TOP PLATE 2x8 LEDGER �• A o w/2-WS@16 OC • u 2x6@16"OC KNEE SIMPSON MSTA24 STRAP FOR LOAD y WALL AT DECK TRANSFER BETWEEN CEILING JOISTS ROOF SHEATHING - 8-12d Q 2x RAFTER HANGER 1/2"PLYWOOD GUSSET EA 2x4@ SIDE OF HANGER w/6-12d H2.5 HURRICANE 8-12d EQSP HANGERNGER NAILS CEILING TO HANGER �; TIE @ EA RAFTER 2x8(BEYOND) 2x PLATE W10x30 W SIMPSON 2.5 HURRICANE Q U TIE,FASTEN TO OUTSIDE • • ,..a "' v OF PLYWOOD SHEATHING • o _ 2x6 EA VE RAFTER - U �o N 3-71/4"LVL 2-2x TOP PLATE 2x CEILING 3-91/2"LVL SIMPSON HGUS6.88/10 HANGER 2x8 N TO SUPPORT W10 PACK WEBS 2x8 LEDGER AS REQ'D FOR ADD'L WIDTH w/2-WS@ 16"OC SHEATHING 2x EXTERIOR WALL 3 o � � a F O N N V O Q Y v SECTION SECTION a 2 ? 3/4" = 1'-0° 3 3/4" = 1'-0" S3 ,01 N O M M N O N M N W A. r 1 .. Y r 1l r f i p �Jr+ 6w S '� a kill hL L r �r,:� :,, k' T R �i t a ,� .. .. � ,.r. _ �' �:�.a�c '�� .. r"� .�.: . . � -, . ... ra^�i r �1. fit 5: ��.`� - .. - - --z�-+.� .ram-�•" �!.. ' Y f: t 1� s• S ,ti.-�,�•-„y�.� ��y -+r�^r � ` �moo.. � - - iw .. +1�� I i • -