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HomeMy WebLinkAbout50017-Z of SoilTyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd roouwr.`' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46043 Date: 03/19/2025 THIS CERTIFIES that the building ALTERATION Location of Property: 7805 Bridge Ln Cutchogue,NY 11935 Sec/Block/Lot: 84.-1-6.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/27/2021 Pursuant to which Building Permit No. 50017 and dated: 11/09/2023 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: Alterations and repairs to existing single family dwelling as applied for. The certificate is issued to: Marie McLaughlin,Joseph McLaughlin Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 45862 11/03/2021 PLUMBERS CERTIFICATION: t o ized i afore SUFFot,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT H 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#: 50017 Date: 11/9/2023 Permission is hereby granted to: McLaughlin, Marie 89-10 85th'Rd Woodhaven, NY 11421 To: construct alterations and repairs to existing single-family dwelling as applied for. Replaces BP#45862 At premises located at: 7805 Bridge Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 84.-1-6.1 Pursuant to application dated 1/27/2021 and approved by the Building Inspector. To expire on 5/10/2026. Fees: PERMIT RENEWAL $522.80 Total: $522.80 Buildi g Inspector ao�s�FQ TOWN OF SOUTHOLD �- BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 45862 Date: 3/1/2021 Permission is hereby granted to: McLaughlin, Marie 89-10 85th Rd Woodhaven, NY 11421 To: construct alterations and repairs to existing single-family dwelling as applied for. At premises located at: 7805 Bridge Ln.,Cutchogue SCTM #473889 Sec/Block/Lot# 84.-1-6.1 Pursuant to application dated 1/27/2021 and approved by the Building Inspector. To expire on 813l/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $995.60 CO-ALTERATION TO DWELLING $50.00 Total: $1,045.60 Buddi ector pF SO�jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviina-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marie McLaughlin Address: 7805 Bridge Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 45862 Section: 84 Block: 1 Lot: 6.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RO Electrical Services License No: 40983ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 32 Ceiling Fixtures 8 Bath Exhaust Fan 2 Service 3 ph Hot Water OII GFCI Recpt 13 Wall Fixtures 6 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Elec Ceiling Fan 1 Combo Smoke/CO 8 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 24 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Oven, DW, Micro, W/D Notes: Whole House Renovation Inspector Signature: ��/� Date: November 3, 2021 S.Devlin-Cert Electrical Compliance Form a0E SO//ly� # f TOWN OF SOUTHOLD BUILDING .DEPT. `"courm ' 765-1802 INSPEC - ON' ] F NDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [: ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I ?/�. ?i"'• DATE INSPECTOR 0f SOUT,�°� # # TOWN OF SOUTHOLD BUILDING D T. _ 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ] -FOUNDATION 2ND [ ] INSULATIOWCAULKING ] FRAMING/STRAPPING' [ ] FINAL [ ] FIREPLACE-4 CHIMNEY [ `] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [?,],CODE VIOLATION [ ] PRE C/O REMARKS: DATE � INSPECTOR / pf SO!/1,�° # TOWN.OF SOUTHOLD BUILDING DEPT. °�yibnm '� 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ R-Wa H 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 REMARKS: DATE INSPECTOR oE SOUIyo * TOWN OF SOUTHOLD BUILDING DEPT. courm e . 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND- [t INSULATION/CAULKING - [ ] FRAMING/STRAPPING [ f FINAL [ ] 'FIREPLACE & CHIMNEY - [ ] FIRE--SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR S: CoAk ( WL 6bV4 t aw f0m-p/ W(. - Mv(l- 0a, f tl pfaf, DATE INSPECTOR SO(/lHp 7 T N c S IEPT. OUTHOLD`BUILDIN 765-1802 y INSPECTI-0 N [ ] FOUNDATION 1ST [ ] ROUGH PL-BG. [ ] 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 REMARKS: kkq-.el_o p !21 r DATE �LI INSPECTOR ho�a0f SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL), [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS: 14t-- - Y L )(lY& ' DATE I INSPECTOR I RONMENTAL ENV �ool � RESTORATION INC. "Cleaning the World One Disaster at a Time" Water Damage Mold Remediation..• Fire Restoration ,`wpF?�Wy �pF tSpk, C¢apneo A a- � �O A _ A' �a Q �'�'�'' VORIC �1� p'►liw.e� BuildingsENr pF� F~ , Consumer -• i p Affairs Div.of MaterialsMgmt. MlnorrtyCertiJied NYC General ' Asbestos Abatement Mold Remediation Lead Abatement&RRP Home Impv't Contractor Hazardous Waste CertlJied Firm NYS: 1D#57625 Contractor Contractor NYC: to#s762sois zzz License No.for License No.253441 License Contractor or lR�wW on�a�ng1 License 22001338DC4 Transporter Since 2015 Cert No.LBP-80816-1 Permit No.IA-1132 Company#190015 License No's. • DUNS.047813463 • NYS VENDOR No.1100225242 ; • SUFFOLK COUNTY.H-50648 • NASSAU COUNTY.H0105920000 • NYCBUSINESS INTEGRITY COMMISSION:BIC-486536 • WESTCHESTER COUNTY:WC-26425 H13 • HAZARDOUS WASTE TRANSPORTER PERMIT No.JA-1132 • COUNTY OFROCKLAND:H-12051-B6 • NYCDEPT.OFSANITATION:DSNYSOAR0807 • CONNECTICUT CONSUMER PROTECTION:HIC06365381NC.• NEW JERSEY DIV.OF CONSUMER AFFAIRS.13VH08195700 • STATE OF FLORIDA.F27000004315 LEAD-FREE PLUMBING CERTIFICATION RE: 7805 Bridge Ln. October 16,2024 Cutchogue, NY11935 To Whom It May Concern: Please be advised that in reference to plumbing,the home was repaired using PEX piping and all connections were mechanically fastened. ➢ PEX piping is also referred to as cross-linked polyethylene,a flexible plastic piping material. Unlike traditional copper piping, PEX does not require soldering for connections. Rather,mechanical fastening provides secure joints without the need for heat. Lead-free solder is used primarily in copper piping systems where necessary;however,in PEX installations,the use of soldering is typically not applicable. ➢ Any soldering conducted during the repairs employed lead-free solder exclusively, in alignment with safety standarJandd best practices. (� ] Sincerely, -�� L� xp Edwin Rincon ' • .� NOV 1 3 2024 President `E 'lent County of JUC 5SO-0 This document was acknowledged onC'Cb- .20 7N b 44w;n ��l�eo Y n who is personally known to me and provided satisfactory proof of identity. I ha v p DRES RINC7NEWYORK ent. SEAL: NOTARY PUBLIC,STATE O P lic Registration No.OIRIQualified in Nassau My Commission Expires: I _q Our technicians are dispatched 24 hours a day 7 da'ys a wee' , ays a year. Call toll free anytime day or night:631-fiQ0-2Q0 136 Allen Blvd.Farmingdale,NY 11735 Office(631)600-2000 1 Fax(631)390-9443 1 Direct(516)754-0377 24/7/365 Toll-free:(855)434-7324 erincon0ecerestoration.c6m I www.ecerestoration.com w 1 1w� .r' x. t a r l as, i P _�. 0PF 140 • F 4-41,A r - FOUNDATION(IST) ROUGH FRAMING& PLUMBING INSULATION PER N.Y4 STATE ENERGY CODE E� �• C LAW t ' FIRM Up 11 se r � ITT • �. �� �-� ■' ii ��� � � � ��� � •1�1 ��1 1!. l�iA_ ' �fir_ . �1.` / / sir ��• I i LI - r • I ��o,9FF0�'r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 https:%/www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PE MIT For Office Use Only 7 '� r t i J PERMIT N0. � -� Building Inspector: I � JAN 2 7 201 Applications and forms must be filled out in their entirety.Incomplete applications will not-be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:January 22, 2021 OWNER(S)OF PROPERTY: Name:Joseph.and Marie McLaughlin SCTM#1000-084-01-6,1 Project Address:7805 Bridges Lane, Cutchogue, NY Phone#:631-600-2000 Email:arincon@ecerestoration.com Mailing Address:7805 Bridges Lane, Cutchogue,_NY CONTACT-PERSON: Name:Francesca Brennan (AMP Architecture) ' Mailing Address: 1075 Franklinville Rd., Laurel, NY 11948 Phone#:516-214-0160 Email:fbrennan@amparchitecture.com`t. DESIGN PROFESSIONAL INFORMATION: • Name:Anthony POrtillo TMailing Address:1075 Franklinville Rd., Laurel, NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: DESCRIPTION'OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration WRepair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes l ho Will excess fill be removed from premises? EIYeS4wo 1 t I?ROPERTY INFORMATION U r Existing:useo.property One:Family Year Round Intended us..:of property:Qn6 Family Year-Round : , 'Zone.or:use district in=which,premises is situated; Are.tFiere_any,covenants snd.restrictions with:respeettb: Residential `this property? Yes @No•IF YES;:PROVIDE A:COPY.. B Cheek Box After Reading The ownerJcontracCor/design professlonai�s responsible for all drainage andstorm water issues as provided by Cfia-pter 236nof the Tpvlrn Codef APPUCA710N IS HEREBY MADEtofthe,Buildmg Department forthe:�ssuance';of a Budding permit'pursuantto the Builtlmg Zone_; Ordinance fhn of Southold,Suflk , wianohrppotT , n ofbuidings,faeawins o additions,akerationsor for removal or iiemolitioe as herein describe The applicant agrees to eoriply withall appliw6le'laws;,ordmances,building code, housing mde antleregulations and to admit authometl inspectors qn premises and,m bwldmg(s]for necessarymspections Falsestatements made.heretnare: punishableas a,�IassrA misderrieanor ISu_`rsuant to5ect�on 21D 45 ofth`e New,York State eenal Law'= : . . _ ,Application Submitted.By(print na ej: AMP ed(uthoriz ;A ent ner g .. . Signaturerof Applicant:. Date:, 1 I2�oy21 STATE OF NEW YbRKj SSt. COUNTY_OF:Queens Joseph McLaughlin _.. being duly sworn;deposes and says that(s)he is the applicant (Name of-ndividual signing contract)above named, Owner -ff O fie is this ..(Contractor,,Agent,Corporate Officer,etc:) ; of said owner o:r.owners,and�s'duly authorized to perform.or have performe�tl�� i iivPrk and to,make and file this,) application,that all statements contained in this to application are true t " wled e,and:belief and that the_woe: m Will he performed the,manner set fo inrth the applicat dtl 1 . thes !!Ri oo TA ••Vo .� if OF`NE1�V c Sworn before me:this � YORK J TA : NassauC�iin ' �.0 .. .day of��'R-lfCt� .20� � �. , ' - • PROPERTY OWNER AUTHORIZA f�t1 (Where the-.applicant is.not the owner) Joseh McLaughlin 8 , 10 85th :Rd. \ J residing at ' Woodhaven, NY 11421 AMP Architocture do herebycauthorize to:apply on rriy�behalfto the Town,of Sout Building Department for.•approval as describedherein.. 1ZO2 Owner's Signature -1 Date Joseph McLaughlin Print Owner's Name �uI:FOtX BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ® - Town Hall Annex- 54375 Main Road - PO Box 1179 o ® Southold, New York 11971-0959 'y ®� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov - seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 22 2-6 ?� Company Name: RO ELECTRICAL SERVICES INC Name: MC LAUGHLIN License No.: 40983-ME(SUFFOLK) email: roelectricservices@gmaii.com Phone No: 347 965 2237 ZI request an email copy of Certificate of Compliance Address.: 7805 BRIDGE LN, CUTCHOGUE NY 11935 JOB SITE INFORMATION (All Information Required) Name: MC LAUGHLIN. Address: 7805 BRIDGE L , CUTCHOGUE NY 11935 Cross Street: MIDDLE RD Phone No.: 347 965 2237 Bldg.Permit#: BP #45862 email: roelectricservices@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEFDESCRIPTION OF WORK (Please Print Clearly) REMDDELATIGN ELECTRICAL--INCLUDE SERVICE UPGRADE TOIII AMP REMODELATION ELECTRICAL WORK- INCLUDE SERVICE UPGRADE TO 200 AMP REMODELATION ELECTRICAL WORK- INCLUDE SERVICE UPGRADE TO 200 AMP Check All That Apply: Is job ready for inspection?: OYES [NNO DO/Rough In ❑Final Do you need a Temp Certificate?: ✓❑YES n [:]NO ' Issued On Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A #Meters 1 Old Meter# 2� ❑New Service ❑ Service Reconnect ❑ Underground ❑✓ Overhead # Underground Laterals ❑l ❑2 ❑H Frame❑Pole Work done on Service? QY ❑N Additional Information: 2t960 - PAYMENT DUE WITH APPLICATION v Electrical Inspection Form 2020.x1sx c D - ILDING DEPART oSvEFa , . , MENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 ca o • Southold, New York 11971-0959 C� T�I hone 631 765-1802 - FAX 631 765-9502 TO rogerre-southoldtownny.gov - seandCaD-southoldtownny.dov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: fav Who)uEU C Name: f pn License No.: M -qn email: n is Phone No: )5 S_2015 ❑1 request an email copy of Certificate of Compliance Address.: ffimodole Ave—, I II , JOB SITE INFORMATION - (All Information Required) Name: LGI u0blin Address:? YI d Cross Street: Phone No.: -7 Bldg.Permit#: 45 S to'o-. email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) r✓ �Y� Est e bAlyo Check All That Apply: Is job ready for inspection?: []YES [2/NO ❑Rough In ❑Final Do you need a Temp Certificate?: C2<E S ❑NO Issued On Temp Inform tion: (All information required) Service Size ;1 Ph ❑3 Ph Size: QCO A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground QOverhead # Underground Laterals 01 ❑2 ❑H Frame ❑Pole Work done on Service? ZY ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �p��SUFFOL��,OGy BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # Date 2021 Customer Name. C 1 Electrician NameTo v a Ie Address 8(g5 Q l u7'C 0 Phone S 2 Jt^ e-mail e-mail aAlA oA e/ Y''J o lAJ -C Phone Licensed qV3 ,Mj6: Size f2eOO A Phase�_Overhead_ Underground #of Meters Remarks #of Underground Laterals 1 2 - New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid r 9 days rom the date abo e. Authorized by el PERMIT# E yf Address: Switches Outlets Sconces HH's .q Fans'.' ( Fridge i HUV. Ex#laust Oven :i Dryer ` Smuhes D11�f Servtr e y urban Y` , - Yltcrts ��eneraLt�r - Combo P Cooito Trafoser AC .� /li AH: Mini. . Commerits: - i t �gfJE01 . O BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD COTown Hall Annex- 54375 Main Road - PO Box 1179 o ® Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rooerr�southoldtownny.pov seand(ED-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: 22- 2-6 Company Name: RO ELECTRICAL SERVICES INC Name: MC LAUGHLIN License No.: 40983 ME(SUFFOLK) email: roelectricservices@gmail.com Phone No: 347 965 2237 ❑✓ I request an email copy of Certificate of Compliance. Address.: 7805 BRIDGE LN, CUTCHOGUE NY 11935 JOB SITE INFORMATION (All Information Required) Name: MC LAUG'HLIN, Address: 7805 BRIDGE LN,.CUTCHOGUE NY 11935 Cross.Street: MIDDLE RD. Phone No.: 347 9.65 2237 Bldg.Permit#: BP#45862 email: roelectricservices@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEFDESCRIPTION OF WORK (Please Print Clearly) REMODEL:QIONELECTPICALWO-IRCLUOESER -U- DET0-- REMODELATION ELECTRICAL WORK INCLUDE SERVICE UPGRADE TO 200 AMP REMODELATION ELECTRICAL WORK- INCLUDE SERVICE UPGRADE TO 200 AMP Check All That Apply: Is job ready for inspection?: EJYES [j§NO MIRough In ❑Final Do you need a Temp Certificate?: EYES [:]NO Issued On Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# �2 6 ❑New Service ❑ Service Reconnect ❑ Underground Q Overhead # Underground Laterals ❑1 2 ❑H Frame❑Pole Work done on Service? ✓❑Y ❑N Additional Information:. 0 PAYMENT DUE WITH APPLICATION �,� 10 Electrical Inspection Form 2020.x1sx � I Town Hall Annex y►� G.y j� ;1 Telephqne(631)765-1802 . 54375 Main Road Fix'(631)765-9502 P.O. Box 1179 JA N 2 7 2021 Southold, NY 11971-0959 r•v, „n �� k[ BUILDING DEPARTMENT_ _ ti4 _NOTICE OF_UTILIZATION OF TRUSSTYPE CONSTRUCTION.'PRE-ENGINEERED WOOD CONSTRUCTION-AND/OR TIMBER CONSTRUCTION - i Date: 1 - _a i i Owner: J._c)sc-ph Qn cl Maae. _.1�iI OLGI I nilI`n Location of Property:_. __ _-r" ___ 2 . I P }t Please take notice that the (check applicable line): New commercial orresidential structure , Addition to existing.commercial or residential structure i X Rehabilitation to an existing commercial or residential structure r ;i R to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) x Timber construction (TC) { ii � hl in the following location(s) (check applicable line)- ; Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) fi . Signature:.. . Name (person submittin this form):,. FM nreScr _. b,(-en ncjfr __ (4Y-&),-eC4i�� Capacity(check applicable line): Owners " Owner representative l kE t. TrussReg15.docx Effective 1/1/2015 G{ 0�1f�d, 51TE PLAN HATCH KEY: --i PROPOSED BUILDING ADDITION % L jr"' 1 n n 1 - ,. 7�717 a V i v , , k E , ,i .. [� � PROPOSED ACCESSORY STRUCTURE1.Ilk , ;, -1� `{, - W O ' "., . :a ?Y ,, J rl �" ] PROPOSED 2ND STORY __ ':>" I-- TA - U j A i h ,,,," 1. ; " 7'`' ' ' a W W }: � w Z O � Z J = J H FRO�IE�T 5�OFE : FA(5E < : O C) O - -__ --- - ------ - -- -- - a W_ - - -- - -- - -- -- ----- -- -- -------------- ------------------ >•- m O-OO I .00 PROJECT LOCATION & SCOPE l OZ - REHAB I L I TATE F I RE D�4MAOED HOUSE SITE PLAN & ZONING DATA 3 a � - REDES I O N K I TGHEN LA"rOUT z cr w 0 ---- - --- a I J o0 O`¢OO2 .00 GENERAL NOTES J / I ENERGY TABLE ; z M 0 � ;�. / — STRUCTURAL DESIGN CHARTS I Z � Q 0 O, FRO�E�T DATA : ----.-- ------- - - .- ------ - --- --- — - a a Iq C� s / - - --- - - --- - ---- - - - -- -OO� .00 HOLDOWN, ANCHOR BOLT, < z CV ,� ryo�% ,�, b - . - _ - _-----_-_....-. .,.^_..,-1-1". ...._, .._..__...._ __µ.-"-.. .__.. ----.-..._--.-.._-__._ 1 STRAPPING, & NAILING DETAILS �'- w cfl / ♦� PROJECT I ZONING DATA FASTENING SCHEDULE a o,, 1000-084-0 I-6.1 --- I r-I J O / ♦ TAX MAP # _ r== - - -- - -__-_�' l FRAMING GRAPHICS \ - __ _- - =- _._- =_ / \ ZONING DISTRICT AG BEAM CONNECTION PATTERNS / ♦ �� LOT AREA I.O ACRES 1 W I FIREBLOCKING DETAILS � Ix ♦, oeo -- I =_ #13335, 08/10/84 - J - - - ------- - -P -- -j � - I O I .00 PROPOSED FOUNDATION PLAN I U / w ♦ PEMA FLOOD ZONE ZONE X F- � ail�r =---_-_,.-- ! = U // All-` \♦ WETLANDS DISTRICT I YIN PERMIT #_ =-III 1 U J ,�� a I - DEG DISTRICT YIN PERMIT # - -- -- a ♦ __ A- O2 .00 1 PROPOSED FIRST FLOOR PLAN ,. 11�SUF�OLK COUNTY HD I = # OP BED. ♦ 14-50-I50 / . „ : __._.-----.___ _"____._.__-_.-"_-._._-_-___ "_"___.-___. __. __ ­11, \ APPROVAL __- __.-.__._ _,_ _..m._.__�.._._.._..__.___�, - - . :;_ HABITABLE SPACE EXISTING j PROPOSED -- --- - ----- -- ---- / , _ �. __ ___ A- I ®5.,OQ � PROPOSED SECOND FLOOR PLAN �_ +_ FIRST FLOOR AREA , - _ - 1068.5 S.F. / ) ♦ - 1 I 1068.5 S.F. i \ I i .1 ,, ;r, +i - -_ - -- --_- _ _ _ -- - -- --- ------- --------- --- - ------- ------- ----- --- // �' Sr �0 \ SECOND FLOOR AREA 823 2 S.F. 823.2 S F. i ry r, ` __ --= = -_- I 2O .00 PROPOSED EXTERIOR ELEVATIONS X/ -- - - -- A \ TOTAL BEDROOM COUNT 4 4 / /, , O O - ' / , EXIST 2 5TRY WD r, ! ; E, FRAME DWELLIN6 r -Dv / (4 SEDROOM5) 1 /��• -------- --._ - - -- -- _ ----- -- - ...--------------I / /�' 1 A-•202 .00 ! PROPOSED EXTERIOR ELEVATIONS I / J� EXIST.REA / r / ,; ,.- -____,-,_"^_ ._"_".______"___. ...-.__"__—.__._"_"_,_.___._.,_—____ / 11�PATIO - j / / ---"",._...--_.._ .._".,..-------- .____._,. __. __ __,_.__ __- - I- -- -- y,,, $ / µ l �j� --- - ]--------------- ----------------- --------- - --------- - ---�/ o' , DESCRIPTION (FOOTPRINT) AREA COVERAGE i I 0 I ,0O DWV/WATER SUPPLY RISER it / / - - -. . . __ '' / / 1 -- - 1I ___ _ __ - � GAS RISER I TOTAL LOT AREA 42 318.4 S.F. i ___] - - - -- _ - _ - -- - -- I I / PROPOSED BUILDING 1,065.5 5 F. _ 2.5✓`Yo J --- - -- - - - ---- - - -- — -- - ---- ___ / EXISTING 1-RONT DECK// 50 O S.F. O 19Y� I i / i __ _ - 1 / , EXISTING REAR PATIO I 248.3 S.F. I� _ - O 11I / / _-- --- _ -- ,' - -__ _ --- I / ` / -- TOTAL AREA OF ALL STRUCTURES 1366.8 S F I 3 23o I I / -- _ 1 / - MAXIM — = _ '� _ - ---- ' � L.OT I COMPLY WITH ALL C ' ES ; ' UM LOT COVERAGE ALLOWED 20 :� " / // - - - - - -- - --=-- - ----- - --- - -__ APPROVED AS NOTED NEW YORK STATE & TO .f�,C ; DE$ \\� 42,518.4 SO.fT• '�qTE: B P 5$� AS REQUIRED AND CON ,IONS dF / �" // TOW BR 1 I BY: ,,,, I I A D - -1 1 Y BUILDING DEPARTME —__I_ — / r �''TE�S 1 --- I 202 8 AM TO 4 PM FOR THE ° �' T > // :-___..____..___ -.______. __,_._."__ �-_. "..____ _ �WItvG INSPECTIONS: - - ---' -----...I-- --- --- - - - ;. ; REQUIRED 5TE3AGK5 -- MAIN BUILDING -____-. -...__.__ ____._ __., _ ' J:aDATION - TWO RE '� ' " " I-- 0/ / ­111. n EC N ��/ / -R' POURED CONCRETEREQUIRED cd I EXIST. PROPOSED COMPLIES )�GH - F a FRAMING & PLUMBING o - - jf-==-- --- - / Q R D �� / - _ - - -'' -_ - I - - __---- ��LAT'oN OCCUPANCY OR'I� / FRONT YARD - 54.0' -- 54.0' - -_ YES L COMPONSTRI'CTION MUST PROJECT: �6\ So.o I ETE F�,R C.O. I �� F a` 20.0 r USE IS UNLAWFUL 0 45.0 45.o YES r - CONSTRUCTION SHALL MEET THE ♦ / SIDE YARD � I - RELIUIREMENTS OF I Cp `�'\ / - - _ - - 1 - - - - THE WITHOUT CERTIf "1 I E MCLAUGHLIN v_ BOTH SIDE YARDS 40.0 I 102.7 102.7 I YE5 YORK STATE. NOT RESPONSIBLE FOR c n ' I \ / - _ _ - - - - --- ' DESIGN OR CONSTRUCTION ERRORS, Or OCCUR PANCY RESIDENCE \ REAR YARD 60.0' 211.5' I 211.5' YES ♦\ -- ----�'--__ - - / PLUMBER CERT/FICA T/ON ON LEAD CONTENT B 7805 BRIDGE LANE ALLPLUMSINGWASTE CERTIFICATE OFOCCUPA�� CUTCHOGUE, NY 11935 \ / &WATER LINES NEED" ; SOLD /' ..>....-;,^, ,;» Fe`M\.:`a\ „c o�^- ,;;off\\�hct '.n\>\\` .\ \\„�� \yro :779\\\\\\„\.rt «a. :...:. .L rR , ,� � :� \�\ \ems t DRAWING G .. > :\ ,CAN LE: IN% G- F s OR E� E CO D u�Rl 4 NG N \ a ' ta. 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" III __M �r^ TELEPHONE: (631) Orr 1186 LOGAT 1 ON MAP , _. � - SCALE: NTS HOOD FRA NO ATERI STANDARD ARE NOT INTENDED TO PREVENT THE USE FOUNDATION, CONCRETE, AND MASONRY - - - - - - _- _ __{�- _-\/ `_� G, ___- _ _ _ ____ _ III NOTES � SFEG I�I GAT I ONS CARPENTRY I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ADSRE X I A f IONS O I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 5-15) UNLESS OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY _ _ - - - _ - - -- JI a- APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE - - - - _ - - IT 15 THE CONTRACTOR'S RE5PON51BILMr TO KEEP THI5 CON5TRJCTION DOCUMENT BINDED OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING ____-- -__ TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RE5PON51BILITY'O READ ALL NOTES, JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF BD. BOARD 1 INSUL. INSULATION 1 I- O HE IRST AND SECOND F :- _ ___- _ _-____-_-__-___::::_--__ _-____---...-___-- ----- I _- - -----I[------------ - -- --- --- --- - __ O T F _OOR5 ARE TAKEN INTO ACCOUNT. W Z O SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN AGENCY, THAT A URAL SAFET P R DURAABI ITV, SU HSPRO UGT OR PROCEDURE I T. INTERIOR I: BFE BASE FLOOD ELEVATION IN GREATER STRUGTU L SA ETY OR DU BIL TY, SU Q CN 8 MIN. FOUNDATION EXPOSURE. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL -_-- _ - --- -- --- -- __ __ SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUrMENTOp -_ -_ - __- -1 I- - - -1 - - - --_'' - - -- - J GENERAL AND SECURELY FLASHED WITH A TERMITE SHIELD ALSO (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGA WO BLDG.--- -- BUILDING - - K i KIPS (1000 LB5) I-- T4 3. SILLS TO BE P.T. 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. �-- -_- _---- --- _ ----- _ --._- -- - --- -__- ----_-JL-- ---- ---- ----- - --- ---_ -_-__ I I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). BM BEAM .1 MANU. SPEC 's MANUFACTURER'S SPEGIFIGATIONS Q W >- I5 NEGE55ARY TO MATCH FLOOR HEI6HT5 WITH THE EXISTING STRUCTURE. 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 �'- _ ---_ - _ B.O. - -- --- BOTTOM OF - -- - - MAX. _- _- _-_ -  _--_ � Z _ �I-- - - - - --_;I _ - 2. ALL CONSTRUCTION SHALL SE PERFORMED IN A WORKMAN LIKE MANNER. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, OTHERWISE NOTED 1 i MAXIMUM 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO' OR ___ _ O (n ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TIN6 PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, ----- - - - - -_- _= - -____ - - EQUAL. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. BOT. BOTTOM Ii MECH. I MECHANICAL J = �- STRUGTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL __ 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN ~ J B.O.W. - l BOTTOM OF WALL----- - - --- (MIN. - _=- _---- ---_--_---__-__- -_------_ ___ :_-__--- 3. ALL WORK SHLL CONFORM TO NATIONAL, STATE, AND LOCAL CODES OORS ROOFS AND WALLS. RULES 5F'EGIF ED�NFL�RHROUGHEI,g QPLiGABLE STANDARDS OR GRADING UNTIL I�AT ER OF FRAMING SLIM PALACE AINST FOUNDATION WALLS O - ---- - -- -- - 1 MINIMUM AND AUTHORITIES HAYING JURISDICTION. FL ____ ___ _ _ - _ -- G J CEILING J015T 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, LI. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, I[NAVD88 NORTH AMERIGAN �/ERTIGAL DATUM OF Ia88 O O T. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. --__ - 4. LL UNN07ED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY UON INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED I --- - ` _ -"-- -- -- ------ - Ir -__-- _' -_ -_ '- _=- _ _=_ -_ -- - --__ _ _----- 1 (- Lo W BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY COL. COLUMN - -- - - - - NYC BG II NEW YORK CITY BUILDING CODE - m ---------- - --- WHICH PARTICIPATES IN AN AGGREDITATION PROGRAM, SUCH AS THE - I -- I,------ -_ -__ - Z 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SOLIDL WITHNGONGRETE BEAM POCKETS, UTILITIES, ETC. TO BE FILLED i -__ . - II I .- NUOUS !:O.G. - JI'I ON CENTER O OFT O WITH THE WORK. 8. MIN. HEADER TO BE (2) 2'xl0 UNLE55 OTHERWISE NOTED. INSIGNIA OF THE GRADING AGENCY WHICH GOMPL►ES WITH THE 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. [DBL. -- - SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING GRADEMARK SHLL INCLUDE E SIL D 5TI G 5 B R OR DOUBLE OGG. _��OCCUPANCY REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. ( --_ -- - _--------------------------- ---- -_ _-_- ----__- -- - - _=_--__I z DAYS OF 4,000 P.S.I., U.O.N. --- E - - - O --- -- - - - - -_-_ - -__ 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 9 ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 DFE - -- I'DESIGN FLOOD ELEVATION PBFE ;I PRELIMINARY BASE FLOOD ELEVATION Q W UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. P.T. _ _ 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET - - ---- -- - - _ __ _ __-_ - -,-- - -_- - ____ ____ -__- ___ - _ ___-__ J THE PROVISIONS OF AN51/ALTO A 190.1 STRUCTURAL GLUED LAMINATED DIM. DIMENSION P. GONG. POURED CONCRETE J 00 -,_ ___ _ - _ _ - __---__ -==_ =__ -- --- - ' - _ l!- - ---- 10 ALL EXTERIOR SHEATHING SHLL BE NAILED AS PER FASTENING SCHEDULE II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH _ _ _____ _ __ ___ J! "1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS TIMBERS. ON PAGE 6-003. GENERALLY, SHEATHING IS OF E THIGKNE55 ON WALLS AND b MIL. POLYETHYLENE VAPOR BARRIER UNDER - -- __ - _- -"---- ! O BEFORE THE START OF FRAMING D.J. DECK JOISTS PL. 11 PLATE Z O ROOF AND I5 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS - I---_.-_____- ______ -__ -_ -__--______ ________ -_-___ -,_- _ - ____ __ ___ __ _____ _ I --- --- _ --- - - - -- - -------------y-- --- _ Cfl 1.3. PREFABRICATED WOOD I JOISTS. ASSEMBLIES USING PREFABRICATED - - ----- - .- -___ _ _ .- ____ � FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I „ J � HE PROVISIONS OF ASTM M5055 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WOOD I JOISTS SHALL MEET T - PLYWD I PLYWOOD � r"� O APPLICABLE. STANDARD SPECIFICATION FOR ESTABLI5HIN6 AND MONITORING EA. - - - EACH= -_- __ -= _ - _-__ I - - -,IL -__ -- _ _ -_-_- __ __ z 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF GDX GRADE. STRUCTURAL GAPAGITIES OF PREFABRICATED WOOD I JOISTS, THIS (3 WALL T EEPER (3) SQ FTNGHORED WITH CORROSION RESISTANT TIES - -ELEV.- I ELEVATION i P.T. !I PRESSURE TREATED E ON PAGE G-003 AND GLUED U.O.N. DOCUMENT, THE GOVERNING BUILDN6 CODE AND ANY ADDITIONAL _ - - _ ___ _ - - ___-- _ - _ ,. __.- .� ..-_ --- _ - -__---- -- - - NAILING AS PER FASTENING SCHEDUL -" -_ - -- - _ Qz �"� 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE EQUIP. EQUIPMENT REQD REQUIRED -� 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, I-- - -____ "-____ L_ _ .- ___.____A__-____---__ " . _ �- N GERTIFIGATES, GERT. OF OCCUPANCY OR COMPLETION AND U.L. APROVAL EVALUATION REPORT. ---- --------- -- =_-__--- --__=- _ __-_ - ----: -__- _ -_ ----- -. _I -___ -_--_ _- ___ - �, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR MAX. 32'-O' O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. II -- ----- - APPROVED EQUAL. I1 EXIST.__ -- --_-_ EXISTING - Ri - - II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA i.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. -_-_- -.-_-__ =_---- - __ I _ ;`RISER - - -- - -- __ ,I � = u AND SHALL NOT BE ALTERED OR BE RERODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. II-EXTERIOR RM. !I ROOM I; O Q ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF EXT - - PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. - ----------=r ---- -------- ------ - __ -__ - __ _ ; - --- -- ---_---_ --- -- - - r"I J O N I A RE REM NT AS I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES I - - _- R.R. ROOF RAFTER - -- - - - - STRUCTURAL COMPOSITE LUMBER PRODUGT5, THI5 DOGUMEN, THE 12. THE ARCHITECT I5 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS GOVERNING BUILDING CODE, AND A Y ADD TION L OUI E S F.A.I. FRESH AIR INTAKE 14. PROVIDE 'X' CR055 $RAGING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS o - - - --==_ - =- -- - - - _- _-- _ - -- -.- -- - - -'1- - - -- - - - -- - -- ------- RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. ! !I li- � STEEL 1 EXCEED 8'-O" AND AT EVERY 8'-O". _ - OF 40 F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/ENGINEER. NO - F.A-- _- 11 FRESH AIR PENT -- -__ -__- J GONGRET'E SHALL BE PLACED ON FROZEN SURFACES. ___ -_ - - - li 00 R R TIO !�5TL I 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED i 5.V. - SMART VENT 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE WOOD TRUSSES SHALL MEET THE PROVI510N5 OF THIS DOCUMENT, THE 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ___ W 6-003. ARCHITECT/ ENGINEER. FF FINISHED FLOOR - - - TBD - ii- ---- - _ --- - _-- - - _ BU ING CODE AND ANY ADDITIONA REQUIREMENTS AS -- 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL GOVERNING ILD L - ' TO BE DETERMINED OMP ETION OF WORK THE CONTRACTOR SHALL REMOVE ALL SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE _ TIMES. AT THE G L ADDRESSED IN FASTENING SCHEDULE AS - -- --- ----- _ - -_- -_- -__-- ,- -- - - _ -_ _ _- - ; - - _ - _-_ - ___ _-- RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NEGE55ARY. OR THE MANUFACTURERS GORE EVALUATION REPOR DESIGN DRAWINGS, WHERE EVER APPLICABLE. Ill _ ELEV. I�FIRST FLOOR ELEVATION TEMP GL. _- _ I'TEMPERED GLA55 W BROOM GLEAN. - - -- I6. APPLY ALL COND TIO 5 15. PROVIDE BITUMINOUS JOINTS $ETWEEN SLABS AND FOUNDATION WALLS AND - - - - - - - - -- -- ~ 1"T PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PAGES G-005. N. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A F.J. FLOOR JOISTS iI THK. THICK - I Q 15. THE CONTRACTOR SHLL CARRY WORKMAN S COMPENSATION AND GENERAL I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL -_ -_ -_L==- __ -. __ _ _ --__ _.-_- _ -__ =J._ -_---- __ - _ _ _ MIN. 10 DEEP PROJECTING b ON EACH SIDE OF THE FOUNDATION WALL. --_ _ _J MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM lr -J1 - �i LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES U J I8. AT WET WALL' PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FOUND. FOUNDATION T.O.W. TOP OF WALL I, f AND ORDINANCES. WALLBOARD, ASTM G3"1 SPEGIFIGATION FOR GYPSUM LATH, OR ASTM G"19 --_----_ -__ __ _-_- -- ------- -_ ___ ___==_______-__-__----_"_____--_-___- --- --_- GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB SPEGIFIGATION FOR GYPSUM SHEATHING BOARD. CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. H U D FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHLL NEVER EXCEED A I6" SPAN. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION JI Tr I TREAD Q - _--- -__ - -- __ - - --------- -= A ERIOD OF AT LEAST ONE YEAR AFTER I.?. HARDBOARD. HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED - - _ _ - - -" - -- ' I6. THE CONTRACTOR 5 O L _ __ __ AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 THE 5UB CONTRACTORS FOR P FR. FRAME TYP. TYPICAL - - 19. AT ROUGH OPENINGS ROVIDE ALL APPLICABLE NAILING AND STRAPPING L - - 1 COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF ;-__ -> - A5 PER PAGE G-003. ANSI/AHA AL35.6 HARDBOARD SIDING. DEEP 8 3'-O" BELOW GRADE. - _ - - - -__ --- _ -- --- -_____ _= L- __-------- - -- ------ - ---__ - _- -- 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, FRPR. FIREPROOF I`------ _ UNLESS OTHERWISE NOTED '-' r," 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN -- -- --- ��-- - _ - - -- - -- --_ _. -- --__ ---_- - -_ -- - -- __ ARGHITEGT/EN6INEER, AND THEIR AGSSES AND EXPEI°SES SNGRL DINGND ACCORDANCE w/ AWPA G22; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1.8 STRUCTURAL PANELS: 1. ALL GLA55 TO BED DO ATED LOW E UNLE55 OTHERWISE SPECIFIED. FTC. - - - FOOTING VERT. III VERTICAL it c,;_ AGAINST ALL CLAIMS, DAMAGES, LO TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER  -__ -_ -----.-- __ __ __ 1 _ R SOAKING UNTIL THE WOOD GYP. BD. GYPSUM AR I - _-_ -_ - =II n ���.. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL $Y REPEATED $RUSHING, DIPPING, O L8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL BO D V I F VERIFY IN FIELD i THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER L=_ _ -_. - ____ JL-_ -_-____ ___ _ ' ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, = -- -- _ --- -- - - � _--- _.. ! -_--- --___ __- __- _-_ IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, D15EASE OR DEATH OR TO VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. - - - - - - -_- INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY _jI !►-- - - _ -_-- WI-- 1 CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER H.D. I HOLD DOWN-- _ - f _ --- -- -- ---- ----- -- - - - - J MANUFACTURER SUCH A5. HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, ____ __ _ __ WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55 - ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING GLA55 DOORS,SKYLIGHTS, AND ANY GLASS UNIT INSTALLED ! HDR J[HEADER _ - - _ 1 WD. it WOOD �' ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE '-- ___ - -- .- _ __ -__----_--.- -_---__-- --_-_-- - -_ - ___ - - --- ____ -•--__-_- ___ _______,_-. -- __ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EVALUATION REPORTS. UNLE55 OTHERWISE NOTED. HNC�R --, HANGER - _ -- j ZR _ ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ER UMBE DENOTES EITHER OF THE FOLLOWING: -- -- -- --- - -__ - - _- -,___ - - __ ... NIFIED HEREUNDER. 21. LYA(TRU55 JOTS MGMILL AN 1.9E MOROLAM BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPEGIFICATION5. HOR. 11 HORIZONTAL --- ---_I. - ----- - 1---- - --- - - -___ -- -- --- - BE LIABLE RMEGARDLE55 OF WHETHER OR NOT IT I5 CAUSED IN PART BY A - 1.5.2. ORIENTED-STRAND BOARD (055), KAFERBOARD ORIENTED-STRAND 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH - - - --- --- ---JI - 1 - - - y II B. PARAL E PACIFIC LU G P LAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY --- --- :__ _-.__ ___ _-. _- -_ _ _____ __- _ _ _ ___ _ - -- - 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE ~--' ' PSL (PARALLEL STRAND LUMBE DENOTES: A. TRU55 JOIST McMILLIAN 2.OE PARALLAM ENERGY CONSERVATION CONSTRUCTION GORE. I BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR /� ALL TO BE INSTALLED A5 PER MANU. SPEC.s O N $ F E N E S T R A T I O N R E O REM N T S I I I ERVI ED BY THE CONTRACTOR I OF CONCRETE, ETC. ARE TO BE CAREFULLY SUP 5 APPLICABLE CODE EYALUAT ON REPORTS. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ---_ -- --_ =___------___-___ ___ _=_ __- ____-_ __:- --::_ _ ___ _---____--____ _-__--_-----_ -____- - --- ,, - ---- - FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, RM I APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE OOD 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b OF AN EXTERIOR SURFACE. 1� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS APPLICATIONS SHALL CONFO TO AN51 A205. AND ANY AUTHORIZATION OF THE ARGHITEGT/ENOINEER. I REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL II PROPOSED DE51 C N CODE PRESC,RI T�VE VALUE $ I' I GORE EVALUATION REPORT. SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT GOMPL I E5 I; NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL 1.8.4. FI ERB0IARD FIBERSOARD USED IN STRUCTURAL APPLICATIONS 8. ALL GLA55 IS TO BE FRET qF SCRATCHES AND IMPERFECTIONS. GLA55 - - -- - II VALUE CITATION (PER 2020 NYSEGGG) ''. I 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS PEF2TAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE THIRD OF THE RAFTER SPAN. NOTCHES IN THE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. --- _ -- _-_-___ ___ __-_ _____ OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 GELLULOSIG - - FIBERBOARD OR A5TM C205 STANDARD SPECIFICATION FOR � 'MAX. U-VALUE = 0.52 i 1 I ' 20. CONTRACTOR TO REMOVE g RELOCATE A5 REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT 9. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR I5 TO SUBSTITUTE WITH U-VALUE = 0.25 I!' I j EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED CELLULOSIC FIBER INSULATING BOARD. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/5F I, YES WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER D-_PF H AND THE EDGE OF THE T 1.53. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL SIDING USED IN - - JI AIR LEAKAGE = 0.30 GFM/SF is - '1 iI ANOTHER WINDOW MANUFACTURER, IT I5 THE RESPONSIBILITY OF THE L PER R402.4.3 ff TABLE R402.1.4 - CLIMATE ZONE 4 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO TH: TOP OR BOTTOM ED6E5. CONTRACTOR TO VERIFY THAT THE GHARAGTERISTIGS OF THE WINDOW MATCH 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF TH.. ANDERSEN WINDOW SPECIFIED. THE r -- -__-._. -" - - - -- _--_- _- _ _ _---_ -_-- ___ ____' SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I GHARAGTERISTIGS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS I FLAT CEILING R-VALUE R-49 BATT INSULATION l'�MIN. R-VALUE = 49 II 22. PROVIDE FIREBLOGKIN6 AS PER NEW PORK AGGESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF (PS- I), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION - - - -' PER TABLE R402.1.2 - CLIMATE ZONE 4 'I 1 REQUIREMENTS. 1 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REPORTS. 10. WINDOWS IN TUB/SHOWER E 1GLOSURES AND WITHIN STAIRWAYS SHALL BE I 1 _ ___ _ __ _ _ ___ _____ _ __ _ _ _ -_._ 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. i MIN. R-VALUE = 30 'I 1 I UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: LL FASTENERS AND CONNECTORS SHALL TEMPERED GLA55. !I FULL HEIGHT OF UNCOMPRESSED INSULATION TO COPYRIGHT PROTECTION AGT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME GROSS-SECTION. CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. CATHEDRAL CEILING 1'MIN 5.5" SPRAY FOAM TOTAL 1'EXTEND OVER THE WALL TOP PLATE AT EAVES; ! 11. EXTERIOR GLAZING 5HAL1L BE PROTECTED FROM WINDBORNE DEBRIS. q CEILING AREA SHALL BE LIMITED TO 500 S.F. OR YES 25. FOR NEW WALL5, A PERFORATED SHEARWALL SYSTEM I5 USED. THE GLAZED OPENING PROTECTIION SHALL MEET THE REQUIREMENTS OF THE LARGE R-VALUE R-38.5 SPRAY INSULATION I CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 18.2.1 SQUARE AND 1 20% OF TOTAL INSULATED CEILING AREA, ' CODES AND REFERENCE STANDARD: NOTES, AND TABLES ON PAGE 6-003 6 6-004. THE FA5TENIN6 SCHEDULE HEX BOLTS AND 5GREW5 (INCH SERIES). MISSILE TEST OF ASTM E19g16 AND ASTM EI886 AS MODIFIED BY 2020 NYS BG I; 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK _ ----- WHICHEVER 15 LESS. N SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING THE REQUIREMENTS OF AN APPROVED IMPA __ ____ ----,1 _-_____ __ I PER R40-- __ TABLE R402.1.2 - CLIMATE ZONE 4 11 i' k I SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING ROTEGTION SHALL MEET ! STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2.2.2. LAG 5GREW5: LAG 5GREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ GT RESISTANT STANDARD OR __--, -_-_ __ _,1,--_----_"--_ ".____--_-- __- ____" -_- ____ _ - _ - ,-_ _. ___ ___, _ .,_, - - __,__.,I w AN51/DASMA 115. NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED A5ME B15.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). 2" SPRAY FOAM INSULATION (R-14) I' STATE ENERGY CONSERVATION CONSTRUCTION GORE. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS B MANU. SPEG.'s). EXTERIOR (2"xb") WOOD I + R-11 BATT INSULATION (TOTAL MIN. R-VALUE = 20 (CAVITY) II g 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 0 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES n THIGKNE55 OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN 8' SHALL R-25) _ V 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, cGONNEGTIONS OF SHALL MEET THE REQUIREMENT5 OF ANSI/TPI I NATIONAL DESIGN _ _ FRAME WALL R-VA -__ _ __ _ - _- -- - 26. COLUMN SEARING AS FOLLOWS: ' WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 (WOOD FRAME STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED 5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND III � w CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 8 PAPER ASSOCIATION WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ; MIN R-VALUE = 19 '; (AFiPA) AMERIGAN WOOD COUNCIL (AWG). 4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. FLOOR R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES - -- - -- -- ---I--- WALL w/ STEEL SHIMS $ A MIN. 3/ TREATED WOOD FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. P D D D 5 CURED WITH THE ATTACHMENT HARDWARE ROVIDED AS R-50 G BATT INSULATION __ ____ _____ - __ ___ __ NEW PORK STATE 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R3012.2A ATTAG IMEHARDWARE SHALL ECPERMAN xTWITH TABLE - - - - - - I 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 _ _ ________ ______ _ _ _ -___ _____ ____ PLUMBING GORE. SECURE w/ (2) I/2" ANCHOR BOLTS (4 LONG EXPANSION BOLTS ® CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED COMPLIANCE STATEMENT. ` = I w EXIST. WALL5 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPEGIFIGATIONS ARE IN COMPLIANCE WITH THE 2020 NYS ENERGY a 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6 MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CONSERVATION CONSTRUCTION GODE U51NG CHAPTER 4-[RE]. WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED 0 POSTING, U.O.NJ. - - -__ __ _.-_,, MEGHANIGAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S - - - HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE CODE EVALUATION REPORTS. PLUMBING T�48LE R301 .-1 I I I 5. ALL ELEGTRIGAL WORK SHALL CONFORM TO 201 i NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) (! 1 PROJECT: CLIMATIC � GEOGRAPHIC DESIGN CRITERIA CODE, NFPA -10 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66-1 STANDARD SYSTEMS TO NYS PLUMBING- CODE AND NYS DEG REGULATIONS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 'I __ __ -________ _ ___ _ _ __ II CONSTRUCTION GORE. U.O.N. WITH TOP GA 35 ® STEEL COLUMNS TO BE MIN.Ya"BENT PLATE 8" LONG SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ____-_ -___-_ _ __ -_ ___-__- _ i 11; I; II w/ b" DIST. U.O N. /ADDITIONAL NFO.MI5 FO ND ON PAGE 6R003.L LEGS 2 2 6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES L -_- -_= - - - - -_ _ = _- GROUND SNOW LOAD I I 25 ALBS I1 M C LA U G H L I N SET 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION �� ALLOWABLE II' ! �! - �'I GENERAL WIND PROTECTION CONNECTION NOTES: SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE STRUGTURA`L- MEMBER - - - I I�ES I E 1 V C E ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE - - - DEFLECTION I BASIC WIND SPEED 130 MfPH CONSTRUCTION;55TD 10-99 AND 2018 SSG HIGH WIND EDITION WOOD FRAME ASPHALT ROOFING SHINGLES MANUFACTURER'S GORE EVALUATION REPORTS. AND AT BASE OF VERTICAL WASTE PIPES. - - : -- - -- ------ - -II I'I _ - I -- CONSTRUCTION I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALL5, SHINGLES OR APPROVED EQUAL. 2.2.-1. 5GREW5: SCREW5 SHALL COMPLY WITH AN51/A5ME B 15.6.1 FOOT. L/I80 f _ __ __ _ __ - _ _ as------- - - FLOORS, STUDS AND ROOF FRAMING SHALL BE ROVIDED. 2, SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE WOODSGREWS (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: NO FINISHED CEILING ATTACHED TO RAFTERS - - - I SEISMIC DESIGN CATEGORY B Ji! -- - ------ - - ---- -- ---- 2. APPROVED GONNEGTORS, ANCHORS AND OTHER FASTENING DEVICES NOT NOTED. ALSO, CONTRACTORS OPTION TO APPLY G-A:F-WEATHER-WATCH ICE INSULATION _ DISH WASHER.........................................2' iI H/I80 ' I' - ------- 7805 BRIDGE LANE INCLUDED IN THE STANDARD BUILDING CODE, 5ECTION 2506 OF IBC SHALL AND WATER BARRIER FROM EDGE OF SAYE TO 24 INSIDE EXTERIOR WALL KITCHEN SINK........................................2' ___-___________,_--_-________-__ ______ ___ __ _________ ___ _ ___ _ ..._-I WEATHERING SEVERE ! _ ROR 5 4 P RTTO 5 BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. c FIBERGLASS I BATTPINSULATION BY JOHN MA1 BLLE OR APPROVED EQUALD C UTC H 0 G U E, NY 11935 F F ACHING CONDITIONS. AVA - LINE. 8 24" FROM ALL VALLEYS, AND ROO L L TORY..............................................2 --_� -__ 3. METAL PLATES CONNECTORS 5GREW5 BOLTS AND NAILS EXPOSED 3. PROVIDE FLASHING NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF FOIL TO BE PLACED TOWARD WARM SIDE. SHOWER/TUB"'•••",•••..............................2 FLOORS ff PLASTERED CEILINGS L/360 -_ - i; I _-- -------------------__---- .- -_.-__ ; FROST LINE DEPTH 3'-O" - TOILET........................................................3" I-- -- -- , DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL CONSTRUCTION. - - - - ! - - -------- --------- -- ---- - - - - -- ---- 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION - LAUNDRY ................................................2' ALL OTHER STRUCTURAL MEMBERS I, L/240 ! ' i DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. - FLOOR DRAIN..........................................3" ---- ---- -- _ _ ----- -- TERMITE MODERATE TO HEAVY ! 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S WALL5 FROM 6 BELOW GRADE TO 24" BELOW GRADE IF DE5IRED BY - _ _ __ __ __ CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 1 GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SPEGIFIGATIONS. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" - ___ - .___ _-___ - _---- - --- - - - - __ 'I --- - - -_ - -- _ i! - -- - "- "--_- -- I -- -- --- ----- S SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHLL BE FOUNDATION WATERPROOFING. THROUGH ROOF. PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 5. NAILING OF ROOFING SHALL BE TO CODE. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: - - R Q RED- YE5 ! ENERGY TABLE EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 -- - -- -- '---- "-- -' AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. '1. PROVIDE FROST-PROOF H05E BIB5 WITH EASILY ACCESSIBLE DRAIN 8 ------ -_---------------- ----- a' STRUCTURAL DESIGN CHARTS 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND I6 6AGE STAPLES ARE - 9' R-30 FOR FLAT CEILINGS - - - - - -_- I�- -- - - 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING PERMITTED - 8.25" R-30C FOR VAULTED AND CATHEDRAL CEILINGS DRAIN GOOKS AS REQ'D. H05E BIBS SHALL BE PROVIDED WITH BAGKFLOW EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/120 Ii PROTECTION. I RAFTERS EXCEPT WHERE COLLAR TIES OF I"x6" OR 2"x4" LUMBER IS - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION -___-____ J ------------ - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION _ _ _ __ _ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED _ __ __ __ _ ___ __ __ RAFTERS. 2:12 PITCHES TO 4:12 PITCHES SITE WORK - 5.25 R-21 FOR FLOORS WITH BACK FLOW PROTEGTON. II r - - - - --_ - - ----_____-----._----_--__---__--- ---- ____-_-- _____-_--- - � PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 6. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RF-515TANCE OF I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 9• THE WATER SUPPLY AND 5ANITARY SYSTEM SHALL COMPLY WITH LOCAL I� STRUCTURAL DESIGN LOADS III, s THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, HEALTH DEPARTMENT STANDARDS AND REGULATIONS. - - - - ____ "1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY MEGHANIGAL CONNECTIONS: RECEIVE CLARIFICATION FROM ARCHITEGT/ENOINEER PRIOR TO PROCEEDING. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR II 1 I6" WITHIN 4 OF EXTERIOR CORNERS. USE : LIVE LOAD DEAD LOAD,I - ----------_-----' --_------------ ----- 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED I. LL MEGHANIGAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. TO CONGEALMENT OF PLUtwiBING. ____---____________-_ _____----_ _____-_________-_ __ ___ F--_--._. SITE. STOCKPILE ALL EXCAVATED MATERIALS. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. $OLT DIAMETER SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING If- - -- ----- - -- -- - "- ----- --- II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. EXTERIOR BALGONIE5 40 psf 15 psf OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED -_ - - - -- I ---- -- --- - 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEED5, TREE NOR ANY POTENTIAL DAMAGE THEREOF. DECKS - -- - - - - - -- - BOLTS SHALLL HAVE A MINIMUM EMBEDMENT OP NEGONGRETE/MASONRY 2 BY 51MPSONTIMANUFAGTURER ALL OF THE MINIMUM CRITERIA SPECIFIED ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE _,I 40"psf IS psf III DATE: 02/22/21 2 OF 10 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 1 �� AND AT 5PACING NOT EXCEEDING 4' ON CENTER. 3. ALL LOADING GAPAGITIES SHALL MATCH EXACTLY OR EXCEED VALUES MEGHANIGAL. FUEL GAS: 50 sf AS PER PLAN INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. I. MEGHANIGAL AND FUEL CAS SYSTEMS SHALL COMPLY w/ THE 1 PASSANGER VEHICLE GARAGES - - i P I I GYPSUM WALL BOARD LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "51MPSON„ ATTICS WITHOUT STORAGE (MAX CLEAR HGT < 42) 10 psf 15 psf ELEGTRIGAL: - - - -- -- -- - - - - --- - I I� ". COMPOUND METHOD. NYS MEGHANIGAL GORE AMID FUEL GAS GORE p l - I• -- - ---- P - �- ! �- . • 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND CEILING, UNLE55 TO 201-T NATIONAL ELECTRIC CODE, NFPA '10 AND 2020 NEW YORK STATE l ATTICS WITH STORAGE (MAX CLEAR HGT > 42') 1 I I rT, ,�� 4. LL MEGHANIGAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED I. ALL NEWLY INSTALLED ELEGTRIGL WORK OR APPLIANCES SHALL CONFORM 20 sf 15 sf OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE Cam' "P DEEMED APPLICABLE. 5 MANUFACTURER SPEG�IIGATI NS OF THPRODUGT BEING �STALLEDR ENERGY CONSERVATION CONSTRUCTION CODE. - 40 psf 1 15 psf `�,A�, ; It I. / ,,`, , ROOMS OTHER THAN SLEEPING ROOMS 3. 5/8 , ONE HOUR RATED, TYPE X GYPSUM BOARD ON CEILING AND WALL5 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER GOMPLTERT ONTOR WORK.URNISH A FIRE UNDERWRITERS CERTIFICATE UPON SLEEPING ROOMS 11 30 psf 15 sf II . r,- n. % ``.".': .I p "l , .. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET SPECIFICATIONS OF THE PRODUCT BEING INSTALLED �I - -- - IN EACH DIRECTION BEYOND THE UNIT(5). L50 AT HEAT PRODUCING 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'72: !I p 1' p , -r. ' - - - - - - EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ?. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - GENERALLY,VERIFY OR PROVIDE HARD WIRED STAIRS - - - - - ;'I 40 sf ! 15 sf f' ' CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. ARCHITECT SMOKE DETECTORS w/ BATTERY SACK-UP IN: 200 sf M A. EACH SLEEPING ROOM --- I', p ---- - - -III 1`C•�r r-./�rT GUARDRAILS AND HANDRAILS ----- -- ---- - --- ( � b r�q 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 8. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEA 15 psf I R-, I ��"'='" •1i TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED !I `" TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BEAM HANGER ONLY ALONG WITH 5PECIFIGATION5 LISTED ABOVE. B. OUTSIDE OF EACH SEPARATE SLEEPING 1' I. 12 psf FOR ATTIC ! �`° , AREA IN THE IMMEDIATE VICINITY OF ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf (I, 15 psf FOR LATH. ', �'""'""` 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND THE BEDROOMS (GENERALLY THE HALLWAY) '1 ' - - --- ---_- ---- - ------ - - - - - - ----- -- --= -- ----'ll ALL OPENINGS. C. EVERY LEVEL OF DWELLING *ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH ' 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE SON PAGE G-005. (BASMENT, FIRST FLOOR, 8 SECOND FLOOR, ETC.) ASCE -1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) T`' AL NAIL IN /STAFEI NO OUIEENT OR (L 0#OhDOWN DETAILS FASTENING SCHEDULE A Q 0 ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.s;MANUFACTURER Uf=L° I FT, SHEAR, I$ LATERAL N ND RESISTANCE NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p �_ SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REWREMENTS, W Z O AND ROUGH OPENING FRAMING REWREMENT5) wj "ALL 57RAPPINC TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) �I ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE ' w *USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL !' (SCHEDULE AS PER AWG 201,5 WOOD FRAME GONSTRUGTION MANUAL TABLE 5.1) j Lu >_ I------ -------- --_ ----- -- --- ---------- —� FASTENER -- - --__= SPEG_.=.i-_=_--_---FASTENER HOLDOWN 'A' HOLDOWN B' _--- ,I _CONNECTION A AN QUANTITY SPACING ~ Z N ( � IC �RID Z FOR NEV4FOUND EXIST i� �I J r ~ J `" !-__-__--_- - ___---__---==--R00�--CEILING i-RAMINC - - -__--- ---__= -=_ - O ENDNALL » COMMON NAIL FREBORED HOLES ONLY A Ibd RAFTER TO TOP PLATE TOE-NAIL SEE PAGE G-Oo3 PER 0 1, 0 0 (3) 2x FULL ENDWALL (5) 2x FULL ».• " » �- AT RAFTER TO RIDGE "2 ( ) E RAFTER in 2 n CONNECTED DTO ••••»••�•� �ry 2.WOOD IS ASSUMED TO BE D,F,�2 E BTR. IN DRY USE I, - ------- ------------ -- -, � CC' m .-- Ix HEIGHT STUD HEIGHT STUD „�....... R.R. SERVICE I - �--- ------T--� ------------ -- I ONNEGTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL CEILING JOIST TO TOP PLATE (TOE-NAIL) �II,I- SEE PAGE 0-003-I PER JOIST O CORNER STUD TRANSFER SHEAR GONNEGTION: lTRANSFER SHEAR "SIMPSON" HDQB -' J f i � ��1' - (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL II---------- - --- --_- ------_----------- 1 ri_, 1 FOR STRAP - 3 8 d COMMON HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP �_. 2-Ibd COMMON ----------- ----- -- ----- --- - J NAILS EA. END OF STRAP. • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED -- Z W 1 NAIL COMMON LOCATIONS PLANS I • • • CEILING JOI5T LAPS OVER PARTITIONS (FACE-NAIL) q-I6d COMMON ii EACH LAP Q J° NAILS ® 6" O.G. � HOEDOWN ANCHOR ® � � 10 O.G. IF BLOCKED ••,,, _...•- �/ • � I ' NAILS ® b O.G. d 77" 10" O.G. IF BLOCKED ".". --- —- - --- J' CORNER POST "•"..~" FOR ROOF SLOPES UNDER 5:12 WITH ?•� 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO I-_- - - _ tl----------- -- ---------------------------- G.J. G.TIES • • 00 ° CORNER POST "~~ ~~~~�~ ROOF SPANS OF 24' OR GREATER, T6RATLY BOND THE G B oyU END OF THE NAIL TO A a0° ANSLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE > l' 0 __ "SIMPSON" HDQB f ~~............ EA. END OF STRAP USE: d FOR ROOF MMON ILS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY F -BLOGKIN -- - RAP - ---- - - -- - - - ---- - - - - HOLDOWN ANCHOR ® } - SECTION I2.4-PLACEMENT OF NAILS b SPIKES 4 TABLE � G TO TER (TOE-NAIL) - _- - ---2-Sd COMMON- ---- I EACH END I J � 'r'� -- ------------- - ------- - - - - 0 LOCATIONS NOTED 1 SLOPES OF 5:12 AND GREATER. GR 4-1. - --------- ------I `S , ON PLANS ( 1 -- -- =I' Z Z � I _ RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON - --EACH EN _ _ _ z Z Tili N GONNEGTION BI 1$ B2 ii J , HOLDowN INSTALLATION OPTIONS: ! AT RAFTER TO TOP PLATE TO STUD Ii - _.,. CONNECTION: RAM I NG I LO � � L � �..,::-.- -- - ———.. ---- - - I Ln TOP PLATE TO TOP PLATE (PAGE-NAIL)i � � �,,....•-'"" � 2-I6d COMMON 1 � PER FOOT I � J 0 I } � `�- FOR NEW P. GONG. FOUND.'s �� .-• HOLDOHN CAST IN PLACE w/-I/8"O THREADED ROD FOR STRAP - =J 8 d COMMON NAILS .r EA. END OF STRAP: '- - - - - -- -- I -- - -- -- - ° j sEE WHEN IN TOWN OF (SLIP OR NAILING ( ! TOP PLATES AT INTERSECTIONS (PAGE-NAIL) ;i 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.s • • ; • • -_ - �. GEOMETRY EXCEEDS THAT PERMITTED IN t ---- - ---_--------------- �- _..-_-- ..�`• •. NOTE t I - ----- --- --------I --------------- ----_. THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY f -- - I i I • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON - 24" O.G. ADHESIVE), b FOR TEMP.'S O°F-40°F USE "SIMPSON" AT ! SIMPSON # H2A (OR EQUAL) RAFTER TIE "" --- - -- -- -- - ------ (HIGH STRENGTH ACRYLIC ADHESIVE) ` I • •`"••••" HEADER TO HEADER (PAGE-NAIL) I6d COMMON I6" O.C. ,ALONG EDGES FOR TOENAILINO - 5 8 d COMMON NAILS '"~--..................... - --------- ------- --- ------- ---------- FOR EXIST. /NEH G.M.U. (GONG. BLOCK) • r-- --- - --- --- -- - (, FILL TOP 2 COURSES SOLID CAST IN PLACE HOEDOWN USE SAME e TOP or BOTTOM PLATE To STUD (END-NAIL) 2-I6d COMMON PER STUD • FILL T m THREADED ROD CONNECTION '......•••••........""•"� • FOR G.J. TO R.R. - GI 16 d COMMON NAILS - -----__I�_,--- __ _ w REQUIREMENTS FOR "'"- •• ... • I--BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON ~ RAISED c.J.'s(WHEN FOR EA. PLATE TO STUD ABOVE OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) - III PER FOOT = J APPLICABLE) HOLDONN 'G' HOLDOWN 'D' _2 _16_d COMMON NAILS FOR G.J. TO G.J. - q 16d COMMON NAILS FLOOR FRAMING Q FOFOUNDATIONST FOR NEWLY POURED CONNECTION GI G2 JOIST To SILL, TOP PLATE or GIRDER (TOE-NAIL)'! 4-5d COMMON �i PER JOIST FOUNDATION ® ONE STORY ONLY • ------------------------ ---.-------___--- �. a --: ------ --- ---- 7r------ - (3) 2x FULL ENDHALL 'i BRIDGING TO JOI5T (TOE-NAIL) 2-Sd COMMON II EACH END ` CONNECTED DO ' -- - -------— - ----- -- ,. HEIGHT STUD CORNER 'l !' TRANSFER SHEAR ��• / AT STUD TO FLOOR A55EMBLY BLOCKING TO JOIST (TOE NAIL) 2-5d COMMON- -1 --EACH END "SIMPSON" HDQB (3) 2x FULL � �l J • ° BLOCKING TO SILL or HOOGOHN ANCHOR aONS NOTED r' 2-I6d COMMON HEIGHT STUD X 5-I6d COMMON EACH BLOCK ON PLANS NAILS ® b" O.G. r» I - TOP PLATE (TOE-NAIL) TO T D GO GT ON: 10" O.G. IF BLOCKED G I :-.. I 3 8 --- - - - -- --- - ---- -- 3-I6d COMMON -- EACH JOIST --- FOR STRAP d COMMON 1 LEDGER STRIP TO BEAM (FACE-NAIL) CORNER P05T \. L . END OF STRAP FOR EA. PLATE To STUD ABOVE OR lil JOIST ON LEDGER TO BEAM (TOE-NAIL) - 5-Sd COMMON PER JIOIST fi - ------ ----- - --- 1 2-I6d 0 MMON - 4k. / o I BELOW - 2 16 d COMMON NAILS — Ij 1 NAILS ® b" O.G. I1 BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST E........._.._....................... 1I BAND JOIST TO SILL or TOP PLATE (TOE-NAIL)---lj-__ 2-I6d COMMON PER FOOT -- -- I I I ROOF SHEATHING � I STRUCTURAL PANELS: = 11 INTERIOR ZONE 8d COMMON b EDGE / 12 FIELD �115IMPSONIISOLID 3 5THVARJ CONNECTION DI 4 D2 BLOCKING PERIMETER EDGE ZONE 8d COMMON b EDGE /b FIELD HOLDOHN INSTALLATION OPTIONS: I : o EA.BAY GABLE END1"�Ir".LL RAKE OR RAKE TRU55 w/ 8d COMMON 4" O.G. UP To q"RAKE OVERHANG FOR NEw P. GONG. FOUND.'s ` -- _ -- --- - _—.— --— -- -- - - Ii HOLDOWN CAST IN PLACE w/'1/6"(P THREADED ROD I -' GE I L I NO SHEATH I NO _ {= l� +,..••••" •.� � AT STUD TO FLOOR ASSEMBLY TO SILL FOR EXIST. P. GONG. OR NEWLY GURRED FOUJND.'s -- _ _- 7/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12' INTO I ( PLATES) CONNECTION: D2 - - - - - --- --- - - -----..---- _-_ -_- --_----_-__-- -.-- ADHECONCSIVE) FOR TEMP.'S O°FTE KI "SIMPSON" SET H40°F U ENOTH"SIMPSOXYON"AT -_- FROM ! C - 8 _._._.._..__»_.....` V' GYPSUM WALLBOARD ----------------�i 5d COOLERS ll T" EDG#= / 10" FIELD " CORNER ° ° FOR STRAP 3 d COMMON NAILS ® EA. J� (HIGH 5TRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR --- - . ( - - - -- - --- ' END OF SRAP WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. / NEW G.M.U. (GONG. BLOCK) SPECIFIED ON TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN `'^••,•, ° ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW -- w/'1/5"4) THREADED ROD `"., _2 _16_ d COMMON NAILS ; y STRUCTURAL PANELS " !, ad COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO t I - - - ----- ----- - --- ---- - -- ~ FLOOR CONNECTION w/ # LPT4 SIMPSON (OR - �I �'�••.. I € GYPSUM WALLBOARD t 5d COOLERS -1" E 10" I ' DG� / FIELD ,.., :.. . .........._....`.....,,..............."."..... Bd NAILS AoEA.(3ENO !�______-__________::___-----_------_-----____--" -- - ---------_'_- -___ -______________:_--- NA I L_ I NO/5TRAF�1 NO W I NDON/DOOR HEADER STANDARD/AL 7ERNATE EG2UAL) PLATFORM TO SILL PLATES EA E0 STRAP TO ( W EA. JOIST-(FOR III FLOOR SHEATHING (SUBFLOOR) o I ALTERNATE USE NOTATION: SIMP50N H2.5A) ---- --- - ---- -„- -- --- __ STRUCTURAL PANELS: A - NUMBER OF ad NAILS ® EA. END OF 5TRAPPING (2015 WFGM,TABLE 3.1,P. ISq) ad COMMON ! T B - NUMBER OF SILL STUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2018 wFGM,TABLE 5.255,P. 291) - GREATER THAN I : lod COMMON > w- .............. N »»»- » b" EDGE / 12" FIELD - I G - NUMBER OF FULL HEIGHT KING STU05 ® EA. SIDE OF HEADER (2015 WFGM,TABLE 5.250, P. 2Cl2; •• •• • GO GT O _ •. � ! '� 6" EDGE / 12" FIELD I - -- -- ----I ---- --- --- - ------- ALTERNATE AS PER TABLE 5.23D, P. 2q3) .............. ->- _ -- _-- - - -__ -- -_- A D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD To END OF HEADER ® EA. SIDE .. _ :4 • NAILING REGUIREMENT5 ARE BASED ON WALL SHEATHING NAILED b O.G. AT THE PANEL EDGE• W Jj F T-D UMD WFGM, TABLE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILINS IS REDUCED. a E E - NUMBER OF JACK STUDS ® EA. END OF HEADER (2018 wFGM, TABLE 3.22F,P. 288) tat f II G ' PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER � I F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK 5T1JD TO END OF SILL(5) ® EA. 51DE SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (20I8 wFGM,TABLE 5.5,P. IqU SLAB ON GRADE APPLIGATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ,„. •• '`' 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B II' NAILS " LS SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER'FOOT. E _ 8 II • ...~,`.'.........,"". F STRAP d COMMON NAILS ® EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDINO 4' ON EACH �+ FASTENING SCHEDULE B `••••" END OF STRAP (WRAP STRAP UNDER SILL PL.) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE CLAD l�H LI I V ` r USED. -F I ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS FOR EA. PLATE TO STUD ABOVE $ OR BELOW - (IN ACCORDANCE WITH HOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) RESIDENCE __ d COMMON NAILS \ - - ..... I - - --- - -A -B= 1 ==G==- D E F A NOTATION � I G - ---- -- ------ - ROUGH -I I' OPN 7805 BRIDGE LANE 2-0 1 2 1 I I I I CUTCHOGUE, NY 11935 - -- -- - NO OF TOE FLATS GABLE ENDWALL f - I - 2— 2 - 2 2 BRAG I NO/57RAFF I NO -DRAWING TITLE: PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b-O 5 I, (5) - REQUIRES SILL PLATES OF 2"xb" (MIN.) -- ---1 __ I 3 3 3 FOR RAKES 12"OR, 3 2 II TOP PLATE - -- - - -- _ -_- BLocKING 2 LESS PRovIDE HOEDOWN, ANCHOR BOLT, SPLICE BAYS BACK - Q TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOGKIN6 m 12"O.G. STRAPPING LENGTH 4'-O' O.G. TO AGHEIVE RAKE O.H. , & NAILING DETAILS 3 4 4 I''I �I FOR WIND - EXPOSURES B$G - FOR WIND - EXPOSURES 5$0 - -- - --- --- I - - _- -_ OF _ -- _-- FASTENING SCHEDULE OTHER CASES ONE STORY SLAB ON GRADE ROOF - - - - MINIMUM 5PLIGE''"'` BUILDING MINIMUM 5PLIGE ---- -- I DIMENSION (FT.) LENGTH (FT. DIMENSION FT. EN TH F - ---- - ) ( ) L G ( T, TYP. STRAP w/(5) PAGE: - - - -- 5d NAILS EA. END 12'-0" 2'-O"/2'-b° 12'-O" 3'-O" OF EA. STRAP ATTIC U_00` 0& 00 J� J�AN�HOR BOLsT SfE� GAT1ON16'-O ' " ' " '-0" 4-0 20'-0" 4'-0"/5'-0" 20'-O" 5'-O" 3a' „ � - -- II BLOCKING 2 BAYS - SPECIFICATION (2018 WFGM TABLES 3.2A 3.2B, P. 157-I60) 24-0 4-O"/5'-O' 24-0" 6-O' - BACK® 4'-0" o.C. DATE: 01 14 21 CORNER CONDITION FOR ALL STRUCTURES: 3 OF 1-0 5/e",P ANCHOR BOLTS ® 3q" O.G. 521-011 SECOND FLOOR Oil S: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 7-O"/8'-q° 36'-O' q-O n -O 5 air j D NOTE ����„�a I �rE'E ....� - - - , I. MIN. 7 EMBEDMENT INTO CONCRETE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE „ LENGTHS,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 4.O-O 8'-O /10-O 40-O • PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 SAYS END w/ 3 SQUARE WASHERS AND END NUT SETUP; n 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED , BACK® 4'-0" O.G. 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL 50-O" 10-O%12-6' 50-O 13-O 6 TYP.STRAP w/(5) r0 - _ n --- OF EA. STRAP & TOP TWO COURSES SOLID 3•TABULATED SPLICE LENGTHS ARE BASED ON 5 FOOT WALL Sd NAILS EA. END j 1, CONDITIONIN EXPOSURE B 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR AITERAL DADS SHALL L EI1CHT5,MULTIPLIE THE D BY TABULATED UNIT 12'-O"/15'-O" - - - O- +d - Td�S 1P I FIRST FLOOR �` - '10_O I q-011 PLAN DIAGRAM OF ZONESNOTE u n (ADDIDTIOIN.NALLY,ICE ROUND�P TO THE NEARESTTH BY THE IFOOT)GTOR � -_-- - 1-_ II I " ,' I''� _ - - -- --._... i ---------------.-- -- 1 . •.,a, �`• � _ � OR REPLACED BY HOLD DOWNS FOR SHEARW 5 FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE '70'-O 14-O �u§..t 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 8 12 50 O I6-O 80'-O" III 22'-O" FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- I.I25 -- (5EE DIAGRAM TO LEFT) lo'WALL- 1.25 BLOCKING 2 BAYS II'WALL- 1.3"15 'WALL- I.5 THIS COLUMN w/MULTIPLIER 4. COORDINATE w 12 / HOLDOWN LOCATIONS FOR lo'-O" WALL BACK® 4'-O" O.G. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOU5 FRAMING GRAPHICS CONTINUOUS BUILT-UF GIRDERS, 5 OR MORE SUFFORTS I �I/� /� ',�I � I/-� (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A 1'I F I RE B L_O G K I I`t om/ FOR A-N O RM Y �40 O D FRAM I O a. a WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ',II ASSEMr'3LY REQUIREMENTS: (FOR ENGINEERED LUMBER De. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) o H 0) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) - - - ---- BErN1EEN vb Z O 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED _ TOGETHER 51DE BY 51DE ARE CONTINUOUS OVER ARING WALL CONNECTION DESCRIPTION III THREE OR MORE SUP - _ I. FOR PLATFORM FRAME J PATTERN ; CONSTRUCTION: THE SOLE SERVES F-- PORTS, JOINTS ARE TO BE BLOCKING UNDER LOAD B MAX.52' LOCATED BETWEEN ONE SIXTH AND ONE QUARTER --; A5 FIRE-STOPPING. W --- -- THE SPAN LENGTH FROM AN INTERMEDIATE \`„ 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST W . NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12' O.G. P _ Q SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE �_ STUDS STUD B (5)ROWS IOd NAILS o 12"O.G.- --_ - -- --I <`; SERVES AS FIRESLOPPING. �- Z P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE � . SUBFLOOR -- - - q <,. - r SUBFLOOR c I(2)ROWS V2" m BOLTS m 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE O Z IlL --=' BUILT UP GIRDER P I ; '. SOLE PLATE MAX.32' NAILING. I PLATE SERVE AS FIRESTOPPING. J }' DEL.• ENDS D (2)ROWS I/2" m BOLTS• Ib"O.G. ) ' I �"'- L Y SOLE PLATE -_---_==_-=J_= ----_- - -- TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 1 - I. fir ` JOIST SERVES AS FIRESTOPPIN6. 0 SIDE WITH IOd NAILS, TWO NEAR EACH END OF -_, ;, I t E (2)ROW5 1/2" m BOLTS m 24"O.G. ,, BETWEEN 1/6 EACH PIECE, OTHERS 5TAG6ERED WITH A DISTANCE I _ t O O I --`" - S 5. FIRESTOPPINO SHALL BE 2 INCHES OF WOOD BLOCKING (L LSD w F (2)ROWS 3-3/8"TRU55LOOK 50REW5 m 12"O.G. 4 I/4 OF A OF I6 INGH>=5 BETWEEN NAILS IN A HORIZONTAL j j i II ' SCREWED ON(I)SIVE of MEMBER - LINE; OR GIRDERS ARE TO BE NAILED FROM EACH I" tl' 11 OR OF NONCOM-BUSTIBLE FILL. �- m ` III z SIDE w/ IOd NAILS, _ - _ ! b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0 6 --- -- JI�(SGREWED ON(1)SIDE OF GMEMBER WS m Ib"O.C. j JOIST, OTHERS TWO NEAR EACH END OF EACH I I ,tl, 8= `— -- 1 . - � l� _� AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = (2)RONL9 3-3/8"TRUSSLOGK SCREWS m 24"O.G. HERS STAGGERED w/ A DISTANCE OF 32 I ;. - JOISTS SERVE AS FIRESTOPPIN6. BETWEEN NAILS IN A HORIZONTAL LINE. � I ' JOIST I H SCREWED ON(1)SIDE OF MEMBER P MAXIMUM OFFSET - (2)ROWS 5"TRU55LOCK SCREWS o 12"O.G. THREE-PIECE I :.; i, _ 'T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Z W I _- 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH,d -- --- -_ _ NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. J "1 I III �: It Q -j � SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.32' THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d f 1 II � 1� - I''I'� �, ;•;� _ � i SERVE AS FIRE5TOPPIN6. J pp � �' MATCHED 51ZE OF BLOCKING (2)ROWS 5"TRU55LOCK SCREWS o Ib"O.G. 4 UNDER NON-LOAD BEARIN FIRESTOPPIN6 AND IIK SCREWED ON BOTH SIDE-oF MEMBER" - - --- PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE j ,`i ,� �, "II I'� � I I'I , ' ,_ � °_ , 1-�.I.l 1, ,I 1. - ' O } 1 , BLOCKING - 07HER3S25TA56ERED w/ A DISTANCE OF NOT MORE j j f --IIf I t °it I ='' '`� 8. THE HEADER SERVES AS FIRE-STOPPIN6. Z a) CD PARTITIONS ® 52 O.G. STUD (2)RONL5 5"TRU�SLOGK 5GREW5 0 24"O.G. BETWEEN 1/b I f ll DOUBLE PLATE L- - - - --- -- - _- --J L� I ;l�f--1 I' 1 _ -J r) SCREWED ON BOTH SIDE OF MEMBER I/4 OF A BETWEEN NAILS IN A HORIZONTAL LINE. Iif cf. TWO INCH WOOD BLOGKIN6 OR THE EQUIVALENT SHALL r"I O IJ; J --gip_ l I I' BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO FOUR-PIECE CIDERS ARE TO BE A55EMLED AS _ ! -- GE I L I NO BRAG I NG NOTE: P I �� STRINGER TO SERVE AS FIRESTOPPING. a z GANTI LEVERED FLOOR I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIEDfi PLAN SHALL USE CONNECTION PATTERN 'A'WHEN B"OR SMALLER FOR THE THREE-PIECE GIRDER• ' I -- ---- 1 I I' GABLE ENDWALL J. > ----- =- L � ' 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR I N 4 CONNECTION PATTERN 'B'WHEN 10' OR LARGER ----- _ - k FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL (y� (� STUD 2.WHEN 5GREWINS OR NAILING FROM BOTH SIDES OF MEMBER- POUR-PIECE ANCHORING: 2 _ APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER -� BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO 11 _,J I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH (� SUBFLOOR SOLE PLATE LO 2"x4" CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR I', ` FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF O Q LATERAL BRACE ® b' O.G. TOSS BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING IS SEALED BY PLASTER ON THE C:EILIN6 BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST , 2) IOd NAILS TRU55 OR f ," LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED j AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON AILI (5 �AT ER S FOR SIDE LOAD ED EEAMS ( c • FLUSH SEAMS> 10) -LOCATIONS REQUIRUN6 FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, HILL SERVE Sd NAILS AS FIRESTOPPIN6. uj FIRE- FIRE- WOOD FIRE5TOPPING FIRESTOFPING ----"_---- - - _ 5TOPPIN6 1 FASTENING RECOMMENDATIONS FOR SIDE-LOADED SroPPIN6 FIRE- STOP � STOPPING 5TOFPIN6 �� U MULTIPLE-PIECE MEMBERS W F-- JOIST . --- 2 ",II • Z J 5d COOLER NAILS o 10" O.G. - - " _ -BOLTS BOLTS 2"x4" BLOCK NAILED TO EA.BRACE I IN BOLTED 2 ROWS Ib, -- O 12'O.G. - -. --_- -__• O O.G.- o b"O.G. VERTICAL U J--3 ROWS 16d 2 ROHSV 2 ROWS Y." 2 ROWS J4" FIRESTOP VERTICAL WHEN BLOCKING w/(4) IOd NAILS I-- COMMON COMMON` o.eosTs24 O 12'O.G. COVERIN6I5 APPLIED STUD 20 go. STRAP ------'--' -_--- --__ ---`-__- -__--------"---- --- .--- �--- --- ---- ;; TO UNDERSIDE OF Q GYPSUM BOARD TWO ROWS 12 O.G. THREE ROWS 12 O.G. J015TS 3 N DOUBLE PLATE • Sd COOLER NAILS m 10" O.G. (IO) 8d NAILS BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION LOCATIO 4 JOIST SHALL BE LOCATED DIRECTLY DENOTES ENDWALL 5TU AS NOTED IN NOTES -1 4 8 5 NONCOMBUSTIBLE ALTERNATE . . DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRE-STOPPING LocnTloN "- _ ., °• � OVER STUDS, UNLESS TOP PLATE 15 4" m EDGE/12"® FIELD FULLY BLOCKED SOLE of 61RDER DE516NED TO CARRY THE LOAD SCREWS ab - lVa"TYPE W OR 5 I.TOP AND BorroM ROWS SHOULD BE 2'FROM ED6E5 FIRESTOPPIN6 WOOD FIRE5TOPPING •�.' 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.5TA6GERED TWO ROWS 6" O.G. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL - ;.� ..•..t. INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. OVERLAID ROOF a.STAGGER EACH ROW Cr-FASTENERS BY 12'. 2"SPACE NOT ATTACHMENT © VALLEY 4.FOR ATHREE-PIECE MEMBER THE SPECIFIED NAILING 15 FROM EACH SIDE. I TO BE FILLED 0 NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIECE MEM8Eft5 SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN5 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION '7 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ '1.2 ROWS OF Ibd COMMON NAILS(12'O.C)FOR DEPTHS 12"OR LESS FIRESTOPPIN6 4 Sd NAILS LOCATION 8 LOCATION 4 ® EA.END® R.R. 6.5 ROWS of Ibd COMMON NAILS(12"O.C)FOR DEPTHS of 14",16'4 Ib". IFULL WIDTH LOCATION 10 5LOGKIN6 Z I _ w SONS TRUGT I ON DETAILS N I ND LOAD FATH CONNECTION DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE S INTERSECTION DETAIL EXIST.OR NEW rR.R. NEW R.R.SET w/ BELOW UPPER TOP PLATE LAPS 4_ IOd NTINUOUS LOWER TOE NAIL5 NOTED Wi.'T°BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS SHOWN KING STUDS---- f II PLAN VIEW I � j NOTE: 51MILAR® 'SHED' WOOD JOIST-- ROOF,R.R. IN LINE WOOD JOIS CRIPPLE STUD BLOCK I NO -" - - -- ,JOIST HANOER - HEADER Z GENERAL REQUIREMENTS FOR OENERAL REQUIREMENTS FOR --- - ' --' z INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADER WOOD GIRDER JACK STUDS � • ,-1 ---- --I ..-- -- ----- -- --- - ---- - ---- -- - WOOD JOIST - —- - IAIN MEMBER - -- - -- -- "- - + w 0 i40. ~ — JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNECT I ON j I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X s APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. X3 THE LENGTH OF THE NAIL FROM THE MEMBER END, IVI C LA U G H L I N I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENIT OVER A MIN. OF (5) NAIL DIAM.'s AT A l`10" ANOL1E 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER --- ---- - - -' AVOID 5PLITTN5, NO MORE THAN 2 TOE NAILS SHALL BE I5. NSTALLED TALLER N EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD ° WHEN FASTENED TO A 2'X4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLATE BOTTOM PLATE - 7SO5 BRIDGE LANE BATHTUB SUB FLOOR - - - DOUBLE JOIST DOUBLE JOIST -_ -. TOP FLATE CUTCHOGUE, NY 11935 CH I M. CHASE 5ECUR I NO @ STD. SIDE WALL - DRAWING TITLE: _____ __ WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHA5E WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLK'G TO R/L 51DF-5 w/STRAPPING TO R/L SIDES) _ PAGE: TOP PLATE ® W ND RES I STANT �ONSTRU�TI ON � G ONNETORS O-i� -- — --I GHIM. CHASE WALLCONNECTION LOGATI ON: 0 4 0 PART NUMBER: NOTES - - 3 RI DOE-TO-RAFTERS C520 © 21 " -- APPLY TO EACH PAIR OF RAFTERS z RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: / /21 4 OF 1.0 a00.UJ ® - - -- "- - - - --- ROOF a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER N 1- Ul I I REQ D BLOCKING p PLATE-TO-WALL STUD G520 © 18- - ii - ----- - - TO ALIGN w/STRAPPING Q F- w APPLY TO EACH WALL STUD • Q I .�,. ® EA. LEVEL ABOVE .t- THE FIRST FL. ® z® LFTA or G520 36" APPLY TO EACH WALL STUD �ERE w 2ND. FLOOR WALL-TO-15T. FLOOR WALL FLOG Le. I' - HEADER-TO-JACK STUD C520 ® 12" APPLY TO EACH JACK STUD — ���X '00 ;A ---- --- ----- CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END ST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE � °3\i4 r�� �y SIDE VIEW PLAN VIEW , (USE--WITH 3_SQUARE-WASHERS)_--� (� S �,. USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OEI FERAL 5 I I " IE30L ICE I : CL O EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - LLJ Z O WOOD FRAME (L.G. 57L. WHEN APPLICABLE) J EXISTING TO REMAIN �-- NEW WOOD FRAME (L.G. h- Lu NEW FOUNDATION WALL / - 1I Q W >_ 5TL. WHEN APPL I GABLE) I ' � Z MIN. (2) 2x4" STRUCTURAL O = z NEW I-HR FIRE RATED " � � J � WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - _" Lo POST FOR 6" WALLS), U.O.N. 67 O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. (- Lo Cr WHEN APPLICABLE) >- 't co Z = p H Lu Q J FLOOR PLAN NOTES 00 > O _ O ODOORALL NE Z 1. W INTERIOR DOORS WHEN GALLED J T-i r OUT ON PLANS BY 'JELD-WEN' (OR EOUA-). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED O OUT ON PLANS BY 'THERMATRU' (OR EQUAL). � Z TA 5.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'S LL W cfl 5.PROVIDE (2) 2"x5" HDR., U.O.N. 4.5EE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. ~ = LSD SMOKE DETECTOR / GO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEG.'s 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR LJ.I IN COMPLIANCE WITH LOCAL CODE _ WINDOW NOTE: O3 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN LLJ 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); INSTALL AS PER MANU. 5PEC.15. FOR = J SUBSTITUTIONS, SEE NOTE #q IN "6LAS5 WINDOW5 U J AND DOORS" ON PAGE 6-002 IF CASEMENT WINDOWS - ALL CSMNT WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN r 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WA5H 5.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. 6L. 4.5EE PAGE 0-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. PROVIDE (2) 2"x8" - -- - - -- --- - - -- - - - - HDR. U.O.N. EGRESS NOTE: a* IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: REMOVE AND NET CLEAR OFENINO........... 5.71 S.F. REPLACE DAMAGED NET CLEAR HEIGHT............... 24" MINIMUM RIM JOIST AT THIS NET CLEAR WIDTH................. 20" MINIMUM APPROX. LOCATION; TEMP. SHORE ONEW LAUNDRY ROOM: EXTERIOR WALL `1 I. NEW WASH /DRY HOOK UP PRIOR TO REMOVAL. 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s w/ SIZE OF EQUIP. 5. PROVIDE HOOK UPS AS REG S PER MANU. DRYER EXHAUST NOTE: 3 I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY - --- -- OPENINGS - - - - -- - -- - -- - - - -- -- - --- - --- - - - 5.DUCT 51ZE AS PER MANU. E 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER _ 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN �D CONSTRUCTION. FLEXIBLE TRANSITION PUGT5 USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO L IL LL EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 51) IN ACCORDANCE WITH UL 2158A. w x 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID EXIST. 0 Q cV V METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I K0 I I I I RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST E CELLAR I Q � APPROX. LOCATION DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL UNFINISHED - OF DAMAGED FJ; 5GREW5 UNHEATED q® REMOVE DAMAGED -7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 6-11" HOT O > FJ IN THI5 AREA; LOCATION TO THE WALL OR ROOF TERMINATION. THE X PROVIDE NECE55ARY MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 TEMP. SHORING FEET FOR EACH 45" BEND AND 5 FEET FOR EACH CIO* C PRIOR TO REMOVAL BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES OF FJ NOT INCLUDE THE TRANSITION DUCT. w EXIST. GAS METER NEW EXHAUST FAN SHALL BE INSTALLED WHERE _ �� O VENTILATION 15 NOT MET BY MEANS OF NATURAL -�- - - �'� - - �� - �' - - �� - - �- - V j CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION w 405.5.2.5; INSTALL A5 PER MANU. SPECS in EXIST. EXTERIOR WALL INSULATION: r - O I. INFILL NEW R-21 BATT INSULATION WITHIN EXIST. WALL -- Ii.i I FRAME EXIST BOILER FLOOR INSULATION: O I. INFILL NEW R-50 BATT INSULATION WITHIN EXIST. FLOOR FRAME. EXIST ELEC. PANEL -- PROJECT: CEILING INSULATION: O I. INFILL NEW BATT INSULATION WITHIN EXII5T. CEILING JOIST;FILL JOIST BAY. � MCLAUGHLIN ax RESIDENCE E 7805 BRIDGE LANE - -- - - -- -- - --- -- - -- -- -- -- - -- - -� CUTCHOGUE, NY 11935 I DRAWING TITLE: PROPOSED FOUNDATION PLAN - I --- ---- --T --- J ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSON; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING PAGE: DETAILS. NINDOW CHART ...--- ---- s 0 WINDOW DIMENSION CLEAR OPENING WIDTH REQ'D: 20" TAG TYPE MODEL ROFOSF_� FOU I rt�AT I O I�l FLAN i- HEIGHT REQD:24 DATE: 01/14/21 WIDTH HEIGHT 5 OF 10 I OPEN REQ'D: 5.'7 S.F. -- ----- ___ - ------- - - - -J --- --- - SCALE 1/4" I OII --• - ------ - ---- --�--- -GW I5 1 2' �• 3�I I -41 I I �❑ 8.6 S r - L - - A -- CASEMENT ------ -- - - -- - - --- -- -- B TRAPEZOID CU5TOH 5'-6" 3'-0" G �( l I I- CASEMENT JI GN13 -- - -I-8--- -2-I I i T ' D 1� CASEMENT 0145 2'-0 111 ( -4'_4 - � ,c`�'a ✓ °, + �' .*• AWNING -- AR251 2 '1 15 [ 1 J F �r-_---------G -- - J I`---- - - - - T- 11 --2-4---- --" -II" -- - - - (!CASEMEN 2I O 3 GA5EMENT G13 � , I� - ------- --- H SKYLIGHT 2-0 41-011 _ - -- I � L ALL NEW WINDOWS d DOORS SHALL BE ANDERSON; INSTALL A5 PER MANU. 5PEG.'5. SEE PAGE "0-003" FOR NAILING d STRAPPING I `l I I I DETAILS. 'I DO©R SCHEDULE l U - EXISTING TO BE DEMOLISHED EGRESS - -._- -- - ---- --1 _ MATERIAL i' W Z O WOOD FRAME STL. II WENDC7W CHART - - ---DOOR-------- W O N WHEN APPLICABLE) J EXISTING TO REMAIN TAGCLEAR N NEW WOOD FRAME (L.G. _ -. I WINDOW DIMENSION it WIDTH REQ D� 20' TAG DESCRIPTION WIDTH HEIGHT Q ;' + W NEW FOUNDATION WALL _ TYPE MODEL # NOTES STL. WHEN APPLICABLE) WIDTH HEIGHT - OPEN REO DD: 1 5. 'S.F. MIN. (2) 2 x4 STRUCTURAL = Z NEW I-HR FIRE RATED ❑ POST FOR 4" WALLS �` ' [--- A- -- -ill -- CASEMENT_ I --= GWIS _ � - 2+_4��� - 4'-II ��� I - - b.b '' ��XTERI4R....... -- �.. .... - _. _. _.._... w J WOOD FRAME (L.G. STL. - -- - - i. _ _'-_ r_ , _ , i w _ . : . _ - j I-- J - - - - - - - -- WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _- B TRAPEZOID CUSTOM 5-6 3-O OI DOUBLE 2 b 6 b I o • ~ Lo Y POST FOR 6 WALLS), U.O.N. -- I �� �� ;, „ I � O C) NEW 2-HR FIRE RATED -_ C I CASEMENT GN13 I'-b ++ 2'-11 - - - - _-- - ---_ - ��=,1 -_--_-_- ------ WHEN APPLICABLE) WOOD FRAME (L.G. STL. I � +_ ++ � �+ _ I' 02 - SLIDERS 6-0 d' m D INTERIOR FIRST FLOOR Z CASEMENT C145 2 0 J 4-4 - 'I' - -- - o F CASEMENT GWIS :2'-4 03 �I DOUBLE 2'-b" 6'-8" • z - � AWNING i AR2bl 2-7 �� I_5 �� I --- _ -__ --� - - 2 11 r W FLOOR PLAN NOTES _ -- - 2'-8" 6,_a • ! J G CASEMENT C13 2'-O 2'-11 04 J, SINGLE [ - _ -_—— - - - ! - _ - -_= II---- -o --- - --- --SINGLE f - O O DOOR NOTE: _- ___ _-� _- --- I. INSTALL NEW INTERIOR DOORS WHEN GALLED __ ___ J _ = z a' -- - _- -- - — - -- OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). H SKYLIGHT 2 O 4 O I - -_ - - - - it 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED ---11 ...- _.__.� _..___..v�.__._- - � - - -- - �I --- ----- - ---�:-_:-=- ��_:.,,::.:_--._" -.__:==--=�: --- - __.-.-_I OUT ON PLANS BY 'THERMATRU' (OR EQUAL). O6 DOUBLE 2-6 6 b • z O Z �: d' 3.DOOR TYPE TO SELECT INTERIOR - SECOND FLOOR 1'' Q Z ri 4.INSTALL AS PER MANU SPEC.s 07 SINGLE 2-b 6_g�_-_____-:_.;�,_"_ .i_ 3.PROVIDE (2) 2"x HDR., U.O.N. 4.SEE PAGE 0-003 FOR ALL OTHER FRAMING8' � � � J N 'I 1 ._._._._�; ELEMENTS AROUND DOORS (TY R _:_ — �P. FOP, ALL) U.O.N. t 1 ( II �' W III-- - SMOKE DETECTOR / GO DETECTOR NOTES: Oa _- SINGLE - =2'-�� -- E?'-8' _-1 -_• O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR Oq SINGLE 2'-b" 6'-b" • f 'I D TO EACH OTHER w/BATTERY BACKUP. HARD WIRE 2.INSTALL ALL AS PER MANU. 5PEG.'s --- 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 6 10 DOUBLE 2'-6" '-b" •v Lu IN COMPLIANCE WITH LOCAL CODE ---- __ --- _--i� • - - - � 11 DOUBLE WINDOW NOTE: O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 0 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING uj (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, 5EE NOTE #01 IN "GLASS WINDOWS cj = J AND DOORS" ON PAGE 5-002 IF CASEMENT J WINDOWS - ALL 05MNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL VOL. HUNG WNDW5 TO BE TILT WA5H 3.ALL GLAZING WITHIN 0" OF FF TO BE TEMP. GL. 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND a WINDOWS (TYP. FOR ALL) U.O.N. PROVIDE (2) 2"x,5" HDR. U.O.N. ' EGRESS NOTE: '. IN COMPLIANCE WITH NEW YORK STATE BUILDING be GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: --- ------------ NET CLEAR OPENING........... 51 S.F. NET CLEAR HEIGHT............... 24" MINIMUM - -------- --NET CLEAR WIDTH................. 20" MINIMUM ONEW LAUNDRY ROOM: `I 1. NEW WASH /DRY HOOK UP 2.COORDINATE LAUND. ROOM d DOOR DIM.'s w/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REO'S PER MANU. EXIST. DRYER EXHAUST NOTE: REAR DECK -� I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS j 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER rri 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN z CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TOAjo CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM (2) 2"xl2" HDR. SHALL BE LIMITED TO SINGLE LENGTH5, NOT TO q'-6" EXCEED a FEET AND SHALL BE LISTED AND LABELED I I IN ACCORDANCE WITH UL 2155A. 6.EXHAUST DUCTS SHALL BE MINURFAGES K RIIOID JOINTS - C O2 - REF.' } METAL w/SMOOTH INTERIORS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST A b b REFRAME DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 6 11 PARTIAL WALL - I ' SCREWS -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE NEW MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 6 ATHROOM#I -3'"p++mil2_6 j A FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° BEND. THE MAX. LENGTH OF THE EXHA.5T DUCT DOES ' m , NEW NOT INCLUDE THE TRANSITION DUCT. - BEDROOM#I - - --- T NEW III IP i Z ,(o�_ - I'-6" KITCHEN z NEW EXHAUST FAN SHALL BE INSTALLED WHERE - v `- 05 b'-'I" HOT O5 VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO SM/GO m U 3 0 OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION • GL. - I t - lu 403.3.2.3; INSTALL AS PER MANU. SPECS i I q_3 05 i EXIST. EXTERIOR WALL INSULATION: -- T I W I I O I. NEW 2" PSRAY FOAM INSULATION (R-14) + R-II BATT O4 SM/GO 2 I z O O -Di INSULATION IN TOP (TOTAL R-25) O I O6 m 04 I LU FLOOR INSULATION: O6 PROVIDE (5) a.5 LVL HDR. { a O I. NEW R-50 G BATT INSULATION WITHIN EXIST. FLOOR O FRAME. NEw O4 N W _ -w� -- FLAT CEILING INSULATION: LAU DRY PROTECT: I. NEW R-49 BATT INSULATION WITHIN EXIST. FLAT 3 I -- -- - CEILING J0I5T;FILL JOIST BAY. CATHEDRAL CEILING INSULATION: � " 1�1 LAUG�-ILIN O $_4 6 i I. MIN 5.5" SPRAY FOAM INSULATION (TOTAL R-38.5) IN NEW p CATHEDRAL CEILINGS O LIVING ROOM RESIDENCE SM/GO ----- ------------- IF F - I r NNW ---' �--- I� 7 I II I II 7805 BRIDGE LANE BEDROOM#2 O6 NEW - ® ®- - - CL. s 1+ CUTCHOGUE, NY 11935 " 1 - --I DRAWING TITLE: 6 PROPOSED FIRST FLOOR PLAN /A� 3 f'` 03 - - O OI I 21'-9" PAGE: 10'-4" EXIST. q.'_4" 5'-0" 40--b" WOOD LANDING AND STAIR TO REMAINM-10e 0 0 n lyo 1 f DATE: 02/22/21 6 OF 10 vl �• Y ^\ ram,,'. •ti :iE - FROFOSED FIRST FLOOR PLAN � IOC,55 S.F. HABITABLE SF�tGE; ---- 0ROSS AREA SCALE: 1/4" = 1'-0" � 0 �� ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSON; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-003" FOR NAILING 4 5TRAPP U ----- --- - - -- - DETAILS. - - - - --- - NEW PARTIAL HEIGHT . �.....-,._....... ...._.. _ _ ,._ ._ _ - _ - -. . I - _... _.._...�..._......-..__.�.,�.._�.._w.�._.m.ry�...-.w.,.�. ,.�__._--._.___-____.�. �.-._.., ..,....y.____- _=ry-.=.__v=�...._....__._ .._.._.__�_._.:�.._.._.,�:v_- r�_ EXISTING TO BE DEMOLISHED ___� W Z O t.•:f.• °,% WOOD FRAME (L.G. 5TL. D©OR SGHEpULE � - 'I _____...._..__.._ T ________. __.._...._ _. _.._. �, DOOR____._._ .- _ -----_-._ _ ._.. - W = N EXISTING TO REMAIN WHEN APPLICABLE) i 1^11NL�01^! GHAT'. - _.__. _ _. -.__ ._ -- ---.___- --- -- i J NEW FOUNDATION WALL _ .. .__.._ . ..._ CLEAR_.. -- - MATERI ttL.-,.= I' W r-I NEW WOOD FRAME (L.G. I __ WINDOW DIMENSIONTAG DESCRIPTION Q W �' OPENING Jl NOTES 5TL. WHEN APPLIGABLEJ I TAG TYPE MODEL # d 0 WIDTH REGt'D: 20" WIDTH HEIGHT I Q �' i- { Q F- Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL HE HEIGHT REG V:24 © W i; -.t (n ❑ o WIDTH - - -_ _____:_._.:. --_ _ ___ - POST FOR 4" WALLS OPEN REGt D: 5.-f S.F. l� ! WOOD FRAME (L.G. 5TL. _ �� �� _..._ - - - - -- '-- _. __ .__ _._.ate ..___JF:- - � J = Z WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL - - 4'-II 8.6 - I- In _- EXTERIOR POST FOR 6" WALLS), U.O.N. CASEMENT GWIS 2-4 = - [ I 3-O � TRAPEZOID I CUSTOM = OI --- I -= _ DOUBLE __ __ �,.._. ..�'._._ • NEW 2-HR FIRE RATED L WOOD FRAME (L.0 STL. -. CASEMENT - - - --- 02 0- Ln WHEN APPLICABLE) G GN13 I -b 2-11 SLIDERS I 6 O � D ! CASEMENT 0145 2'-0 4 4 - --- INTERIOR, - FIRST fiL©OR I 'I - l = o f I _ AWNING � AR2bl I 2--I Z � - -- - - - - -- - - -- - GWI3 - 2_4 - 1 -2-I l -- _ - --6_g .. . a - - F 1 CASEMENT O3- DOUBLE 2-8 - FLOOR FLAN NOTES - --- -- - W I- - - - _ -- - - - - --- - - - 04 SINGLE 2-a 6-a ♦ , I d. I _15 2'-0 -- - - -- J :W --� _ - - -- -- ------ - - _-- _ > T O O 1.DOOTALL NEW INTERIOR DOORS WHEN GALLED _ � � 2'-0" I G CASEMENT G OUT ON PLANS BY JELD-WEN (OR EQUAL). H SKYLIGHT 2 O 4-O --- -- 05 - SINGLE f J C> EXTERIOR DOORS WHEN GALLED -__- -:__ I�, l 2.INSTALL NEW E 'r __.___- _____. ... -- Z �I" OUT ON PLANS BY 'THERMATRU' (OR EQUAL). li O6 DOUBLE 2'-6" I 6' 8" '- e } 11 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PEC.'s Q Z 3.PROVIDE (2) 2 xa" HDR., U.O.N. - __... ___ ._,._ _ _ INTERIOR - SECOND FLOOR 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING _ J 1 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. - r- W O ---_ -- ----- - --- -_ - 8 a y. .T I -- _ i w Lf� r-I __-- -- <-- 0 = Ln SMOKE DETECTOR / GO DETECTOR NOTES: - 07 SINGLE - - O I I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT J O --- 08 2 SINGLE '-O" SMOKE /CARBON MONOXIDE COMBINATION DETECTOR � I i, HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. - 2.INSTALL ALL AS PER MANU. SPEG.'s ---- --- -- - --_ __ ___ _ �' -- -il---- - ------ -- --- - -- ----i SINGLE --- -- ---- - _ - Oct - 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTORui IN COMPLIANCE WITH LOCAL CODE ( 10 f DOUBLE 2�_6�� 6-8 -1 ® li" - ..{`_ �i WINDOW NOTE: -- --- -- --___ _--___.- _-__-___='__-__'__"--=== -- )� �ti- O3 I. ALL NEW WINDO 5 DO SHALL BE ANDERSEN F- 400 5ERIE5 CASEMENT, DOUBLEHUNG, OR GLIDING =-- _ __ U II i DOUBLE 2 0 b b e �_-__=--___-_ _______ _ ________ _ __ _ W (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR U SUBSTITUTIONS, SEE NOTE #q IN "GLA55 WINDOW5 AND DOORS" ON PAGE 0-002 IF CASEMENT WINDOWS - ALL CSMNT WNDW5 SHALL HAVE U J STRAIGHT ARM HINGE WHEN Q 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE TILT WASH 3.ALL GLAZING WITHIN I&" OF FF TO BE TEMP. GL. 4.5EE PAGE 6-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. PROVIDE (2) 2"x5" HDR. U.O.N. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK 57ATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EORE55 SHALL BE FOLLOWED: n NET CLEAR OPENINO........... 5.71 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM ONEW LAUNDRY ROOM: I. NEW WASH / DRY HOOK UP 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s H/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REO'S PER MANU. DRYER EXHAUST NOTE: 3'-4" I I I. DUCT SHALL TERMINATE TO EXTERIOR i 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY -- OPENINGS 6 7116C5 A A3.DUCT SIZE A5 PER MANU.4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM _ SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED a FEET AND SHALL BE LISTED AND LABELED NEW IN ACCORDANCE WITH UL 2155A. O 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID BATHROOM#2 b METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS Ob ! RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL l _ I N ' NEw SCREWS 3 BEDROOM#3 j 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER - N LOCATION TO THE WALL OR ROOF TERMINATION. THE A MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - - - 6 LOFT Z j NOT INCLUDE THE TRANSITION DUCT. NEW EXHAUST FAN SHALL BE INSTALLED WHERE BEDROOM 1�-� - _ e w O5 VENTILATION IS NOT MET BY MEANS OF NATURAL O I m SM/GO SM/GO cv CH) O CIRCULATION THROUGH WINDOWS OR DOORS TO - NEW (5) 11.8-75 HEADER --`I OUTDOOR SPACES AS PER NYS MECH. CODE SECTION - --- -- ------ - --- - - - 403.3.2.3; INSTALL AS PER MANU. SPECS r'_ n N w EXIST. EXTERIOR WALL INSULATION: O 2-2 lu Q_ O -- 6 I. NEW 2" PSRAY FOAM INSULATION (R-14) + R-il BATT INSULATION IN TOP (TOTAL R-25) +' * auj OFLOOR INSULATION: q o I. NEW R-50 G BATT INSULATION WITHIN EXIST. FLOOR FRAME. �m FLAT CEILING INSULATION: D q to - j PROJECT: O I. NEW R-41 BATT INSULATION WITHIN EXIST. FLAT CEILING .JOIST;FILL JOIST BAY. / v NEW B _ CATHEDRAL CEILING INSULATION: GL. 1�1 CLAU G H LI N I OPEN BELOW � � m O I. MIN 5.5" SPRAY FOAM INSULATION (TOTAL R-35.5) IN - / �', RESIDENCE CATHEDRAL CEILINGS i l - 7805 BRIDGE LANE NEw / 6 CUTCHOGUE, NY 11935 DRAWING TITLE: PROPOSED SECOND FLOOR PLAN PAGE: ooit DATE: 02/22/21 7 OF 10 FROFOSED SECOND FLOOR FLAN 825.2 S.E. HA5ITA5LE SFAC E; ---- GROSS AREA SCALE: 1/4" = 1'-0" x (L O Q C) O ~ O ri J r-I W Q LU >- � � Z JO Z J_ H J !— Lo Y I ' O O O a- �L0 /cr. � I I I i I I I I IIx ui I III I F I I I � I I I I ll'I j O III Q I II I I ' I I III ! ' ! 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II I I I II it I ------ f € I I EI1 I I I I " I I 7805 BRIDGE LANE CUTCHOGUE, NY 11935 � I I i I i i a I I I I I I . I I If3 � lf � 3f �' li I ", ', l ; llll I II � DRAWING G TITLE: I I — i I I I I I I I I II I I II s ' I I II I i I 'I PRO POSED D EXTERIO R ELEVAT IONS I II s I I II O I I II II I I ' I i I I I I I . I I I II li Ii I I i t I I I I I I l II i I I I I I I I I I I I I I ! I I Ii I I I I I I III I I I I I l l I I , I PAGE. I II ' I Illy II I I I II ,A I I ll I 'Ilj I I I , ! ' llllll IIII' III II I I� II III I II I I I A III '' ; , lil I Ill I I I I I I, I II ll i I a2 0 0 0 I I II II I II I II I I II II I I I I I I I I I I I I i I I I I I I I I I I j I I I i I II 'i I I I I I I �� �I i l � I 'I �' � ', I I I i I I I I I I I I I �I I I I I I 1 III II 1 1 DATE: 01 14 21 I. II l / / 8 OF 10 I ! 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I I I j I ' I I I I II I I li i I ail I !� I I I I I I� II I I II iII � i I II ' �I II Ii i 11 I I II � !I � III I IIII II II III' I i I ! I I ICI i I PAGE: ii II III I1 II I i I I I I I I I i I I I ' i I I -- I I — � I I I I I i I i IIIII I I III I I I � DATE: 01 14 21 y � / / 9 OF 10 I alp A, R-C s r' SOUTHEAST EL_E\/ATION1 LEFT SIDS) 0370b .tOF Q U 4 4 Lu = N J W � Q LV }- � � Z OJ Z —� P J Lo Er do C) O O a. Lf) 0: }- m Z O � 0 Z a LU J J 00 Z to Z >: 4 Z vi m N U- W C4 Lo m rq r- = Lo vO _ O Lu U LV cr 4" FRESH AIR VENT J I L THROUGH ROOF LL , r L O ILL 1 _ 1 NEW BATHROOM#2 NEW BATHROOM#2 2„ NOTE: ALL PLUMBING WORK NOTE' r-- I I I I LY O SHALL CONFORM TO FUEL OASALL BWORK 2'i NEY? i i i O NEyy LOCAL PLUMBING CODE OSHALL TOO LOGALCONFORM L B I I I PIL ROVIDE "ABESGO FP200 FR p NEW j � PLUMBING CODE NW 2" 12" I EXPANDING FOAM" (OR EQUAL) W.G. I I Q4 44 zp FUEL 6A5 j yy I AT ALL PENETRATIONS IN FIRE v I ui I I NEW i dJ 1 =I IU TUB zI IU NEW N NEW I LEGEND U I RATED WALLS AND O I .v I I m I' = I = I _ PIPING PENETRATIONS: FLOORS/GEILING5. PRODUCT p� HOT WATER I I -- ------- - -J�l-- - I -I ry - I I�� -I I� �H� T' ----- SUPPLY I. PROVIDE "ABESGO FP200 FR --- - - ---- —-------------------------- --- - - ------� EXPANDING FOAM" (OR EQUAL. NEW I I- ISHOWER I GONFC'RM5 TO ASTM E 814, �I �I N �I N A5TM E 84, AND UL 1479 __-____ __ -- --------------- GOLD WATER AT ALL PENETRATIONS AT WAl SUPPLY -- ------- - --- AND FLOORS/GEILIN05. - I T _ NEW NEW BATHROOM#I I 2 h .PRODUCT CONFORMS TO AST NEW NEW KITCHEN NOTE: NEN NEW KITCHEN I PROVIDE "ABESGO FP200 FIR514, A5TM E 54, AND UL 1419 BATHROOM#I LAUNDRY 2" ALL PLUMBING WORK I LAUNDRY 1 I i EXPANDING FOAM" (OR EQUAL) NEW NEW SHALL CONFORM TO i CL. 1 I AT ALL PENETRATIONS IN FIRE KITCHEN LAUNDRY 1211 LOCAL PLUMBING CODE I RATED WALLS AND 2 _-�1 -- 2" NEW l i FLOOR5/0EILING5. PRODUCT O j O 21 O Q4 CONFORMS TO ASTM E 514, O I IL I NEW GLEAN OUT NEW I I 3' I K.S. AS REQ'D 1 K.S. I N LL Q4 L.B. ASTM E 84, AND UL 1479 L- r2 B I N$W I N I � NEW Q I I I z j yj,�• I EXIST. F.A.I. TO a Q4 I I W.G. Q! 1 1 I I NEW NEW Z IL I v I RANGE DRYER I NEW 1 REMAIN zj IU NEW 1 Iv a� I I i1 I� ry i j u j VENT 2 j ISHOWER !- 1 2 NEw I- NEW - I I_ SHOWER - 1 Iiv m NEw - I N N NEW I - _ o -- -- - PROVIDE F.A.I. NI .tV N -� -- WASHER �_ G'W I `t ---- -- WASHER ---- - DW - \ ---- - _ _.._.._ -- --- - -- -- CONNECT TO -- G.O. GAS SUPPLY 4" EXIST. WATER I 4" HOUSE SUPPLY SYSTEM Ly MAIN DRAIN G.O. I Q I I I EXIST. WATER TO OAS CONNECTION MAIN 4° PROJECT: ' d TO EXIST. d d SEPTIC -L SYSTEM M C LA U G H L I N I RESIDENCE 7805 BRIDGE LANE CUTCHOGUE, NY 11935 FLUME31NO RISER - DRAIN / V4ASTE / VENT FLUME31NO RISER - SUFFLY CAS RISER - SUFPLY DRAWING TITLE:------. ----- -- 50ALE: NT5 SCALE: NTS SCALE: NTS PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: jLu ■ 0 0 DATE: 01/14/21 10 OF 10 fit, - ': BD,. M. � I T 037405 �l0 � 0F NE`�`�..