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HomeMy WebLinkAbout48790-Z f OS�fPO(K' Town of Southold 8/17/2023 2 , P.O.Box 1179 y 53095 Main Rd ao� N Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44467 Date: 8/17/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 1235 Factory Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-2-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/19/2022 pursuant to which Building Permit No. 48790 dated 1/24/2023 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, including finished basement,to an existing single family dwelling as applied for. The certificate is issued to BJB Ventures LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48790 7/18/2023 PLUMBERS CERTIFICATION DATED th rize S gnature S�FFO( Y TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • SOUTHOLD, NY y o� 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#: 48790 Date: 1/24/2023 Permission is hereby granted to: Duetsche Bank Natl Trt Co 8950 Cypress Waters Blvd Coppell, TX 75019 To: Construct alterations to an existing single family dwelling as applied for. At premises located at: 1235 Factory Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 122.-2-18 Pursuant to application dated 12/19/2022 and approved by the Building Inspector. To expire on 7/25/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $461.60 CO-ALTERATION TO-DWELLING $50.00 Total: $511.60 �� �t\ Building Inspector SO!/TyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(�-town.southold.ny.us Southold,NY 11971-0959 Q eouffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: BJB Ventures LLC Address: 1235 Factory Ave city:Mattituck st: NY zip: 11952 Building Permit#: 48790 Section: 122 Block: 2 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: T Best Electric License No: 49446ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt 2 Recessed Fixtures 50 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 6 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 40 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW Notes: Two Story Renovation w/ Finished Basement Inspector Signature: Date: July 18, 2023 S.Devlin-Cert Electrical Compliance Form CERTIFICATION Date: � �� 23 Building Permit No.48790 Owner:BJB Ventures LLC(Robert Shults–Manager) I ROBERT SHULTS CERTIFY THATTHE PEX FITTINGS USED AT 1235 FACTORY AVENU E, MATTITU.CK, N.Y. 11952 CONTAIN NO LEAD. aa-1jz1L-- Ow s Signature Sworn to before me this ts�0E ��.R•Rq)- ay of -20Q3 _ � ;:�p.RY Pu8�..•• e dl Qy Notary Public, HA f r ,5 County OF psi '••....••'• ��' �P�RES -) A U G 1 6 2023 BUILDING DEPT. OE 50UTyO 14 �/ 14 O k4e * fOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE-VIOLATION [ ] PRE C/O [ RENTAL REMARKS: � &te DATE INSPECTOR olo Iftsf s 0 TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ON FOUNDATION 1ST ROUGH PL13G. [\rOUNDATION 2ND INSULATION/CAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O RENTAL R z 7t E)v--lA/ ws -�v CA M14 9,� DATE 1-10 1,0�p INSPECTO TOWN OF SOUTHOLD' BUILDING DEPT. ' 631-765-1802 INSPEC ION FOUNDATION 1ST OUGH PLBG. FOUNDATION 2ND INSULATION/CAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O L REMARKS: 7 N ovi Vimo CA A C4�O vl VYA /I n r\ DATEa� INSPECTO Qjjf so TOWN OF SOUTHOLD BUILDING DEPT. ' couto, 631-765-1802 INSPECTION I FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND �'SULATIOWCAULKING 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 ch (-P"r)v v VA-6� Q0 -5m/ A Q-- DATE (V I&VI,2 INSPECTOR OFsobTyolD 8-7 q0 C— ��PT. TOWN OF SOUTHOLD BUILDING °ycourm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: l 03�- DATE -7 Z INSPECTOR pFSOUI,�°� * TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( ll/ ���''� - co � " owl- Fv)cd O&M;o's, LOZ DATE 'LA INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. couffom 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INgULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA KS: In^- -b Jp 4 r) yon DATE Y INSPECTORx v 8P # 48790 BJB Ventures L.L.C. 1235 Factory Avenue, Mattituck, N.Y. 11952 S.C.T.M 1000-122.00-02.00-018.000 CLEAN OUT PLUGS TO PIPES IN BASEMENT fs0 y C T D Ed B1B Ventures L.L.C. 1235 Factory Avenue, Mattituck, N.Y. 11952 S.C.T.M. 1000-122.00-02.00-018.000 CAP TO STUB PIPE IN CEILING OF BASEMENT S [f t i - tr t t TRAP TO WASHING MACHINE IN BASEMENT Jw 4 JUN - 2 2023 BJB Ventures L.L.C. 1235 Factory Avenue, Mattituck, N.Y. 11952 S.C.T.M. 1000-122.00-02.00-018.000 NW VENT PIPE IN CEILING OVER KITCHEN s'. r,. n Y 324 1 I BALL VALVE TO EJECTOR PUMP IN BASEMENT F' � 2 Ck � t � S ✓ � Y �� 41 JUN - 2 2023 FIELD INSPECTION REPORT DATE COMMENTS J FOUNDATION (1ST) �a -------------------------------------- FOUNDATION (2ND) z �! OFQi N ROUGH FIZAMIlVG& + � PLUMBING (� N 1 1 3 II, � 8 61A Evokr� 6A INSULATION PER N. Y. STATE ENERGY•CODE v �M (A •bew(W 4- 6d! rbLW kv� 3 Gi w' SM11A (A Pis FINAL b 6 ijmwy ADDITIONAL COMMENTS a R3 ?a fs� 0o <:El(2c. -R-e C- o3-70Z ZZ t� �x r� 4 i pCt.2.f O�gUFFOI,t�OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 haps://www.southoldtomM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only EUIfI1UII PERMIT NO. Building Inspector: DEC 19 2022 ;`Application-s�an'd forms,must be.filled out in their entirety. ncomplete applications will not be accepted. Where the Applicant is not the owner,.an BUILDING DEPT. Owner's Authorization form"(Page 2)shall be completed:,, � - TOWNOFSOUTHOLD Date: 19th December, 2022 ;OWNER(S)OF PROPERTY., Name: BJB Ventures L.L.C. SCTM#1000- 122.00 - 02.00 - 018.000 Project Address: 1235 Factory_ Avenue,_ Mattituck, N.Y. 11952 Phon e#: 713.825.6372 Email: Mailing Address: 3123 Sunset Blvd., Houston, TX 77005-2151 CONTACT PERSON: " Name: Nigel Robert Williamson Mailing Address: P.O. BOX 1758, Southold, N.Y. 11971 n_._.._-_..____.._..... Phone#: 631 .834.9740 Email:._nig el_architect@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name: Nigel Robert_Williamson R.A._ Mailing Address: P.O. BOX 1758, Southold, N.Y. 1.1971 .- Phone#: 631 .834.9740 Email: nl el_architect hotmall.com _--____-- 9__ _ __ CONTRACTOR.I N FORMATION; Name: Mailing Address: Phone#: Email: .DESCRIPTION OF PROPOSED,CONSTRUCTION— El New ONSTRUCTION'❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ❑No I. Erto,& E t4CE 1 Jo srJeP i m. 2. "VF_ %. n'Ni gaom a- D OFF sirriNA RaoM. 3. Edw¢.SIE ; 1g#jisj, &7`1JF_W k;rcmF_J 4 Sirri4q XwLi- 4. Ono T"O"LL oF,F Sirrij4 QQoH . S. Acu sra:as Foam 1r'fiA. ro BasE,+E W i,1 s�rr,�►4 12mx+. 6, F;visy F.xl'rridS OasiAar 7a Ca.F.om A Qr.carrwro.l 12wm. -r. Anti lVE&I ga-rMpao•1 1 SAsEMErJT. 1 PROPERTY 1NFORMAT10N Existing use of property: Single Family Dwelling Intended use of property: Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes®No IF YES,PROVIDE A COPY. ® Check BOR After Reading: The owner/contractor/design professional is responsible for all drainage and storm water,issues as provided by Chapter 236-of the Town Code.,.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuantto the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other appiicable laws,Ordinances or Regulations,for the construction of buildings, additions;alterations orfor removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations'and to admit authorized inspectors on premises and in building(s)for,necessary inspections.False statements made-herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(print name): Nigel Robert Williamson ®Authorized Agent DOwner Signature of Applicant: Date: 1 .Da:cEMBg) , 2p 2i STATE OF NEW YORK) SS: COUNTY OF 1 Nigel RobertWil l iamson being duly sworn,deposes and says that(S)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and' , that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of DCCE OBr,L , 2Q 2'2- Ili J. F, i _ NLtarxpAfi, - RYPU IC,STFifE OF N YORK Registration No.02�A5052585 missfon �oik county �1E piesied in uFebruary 3, PROPERTY OWNER AUTHORIZATION - - (Where the applicant is not the owner) I, Robert Shults residing at 3123 Sunset Boulevard, Houston TA 77005-2151 do hereby authorize Nigel Robert Williamson to apply on ITty VtToeLold Building Department for approval as described herein. Iz � g z2 Owner's S#nature 11 ate fob e\(+ S� r Print Owner's Name 2 �Oc,VEFOtK FEB p 12023 BL ING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD h C2 - nm Hall Annex- 54375 Main Road - PO Box 1179 IS 'Qr P Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr(cD-southoldtownny_gov - seand(b-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ] 3,C ) Company Name: '7r I�es`� LCc-TC( C, Electrician's Name: gyp —j— License License No.: ,Elleec. email: Elec. Phone No:6 3 - 33- )3-31 L!1 i request an email copy of Certificate of Compliance Elec. Address.: 31 N3 w I(LS S'� gcGh 5 M1 3 JOB SITE INFORMATION (All Information Required) Name: b L,l.f,T Glue QG,(L Address: Cross Street: L y-L F Phone No.: BIdg.Permit#: t{q -79 Q email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Ce-S IGLC(1-Ti c3`.� f e ova a (1 , K TG�(L( �>T�� Square Footage: Circle All That Apply: Is job ready for inspection?: Rr YES[:]NO �Rcugh In ❑ Final Do you need a Temp Certificate?: ❑ YES rg'CO Issued On Temp Information: (All information required) 1; Service Size 1-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �e 33-7 O2 P X8`190 I I II W I `�S1lEF©Lk 20�� B L ING DEPARTMENT- Electrical Inspector �Z4 FER TOWN OF SOUTHOLD - �WwqTMn Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 p do Telephone (631) 765-1802 - FAX (631) 765-9502 ® { rogerr(cDsoutholdtownny.gov - seand(a�_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ��5� - L�c-Tc i C, �"rL Electrician's Name: �T License No.: MCC - L(94L((o ,Elleec. email: '� Grp l�C �c3.,VZC0' - Elec. Phone No:63 - 33- )3� LSII request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 1) uk-e- Address: 12,35 Cross Street: t rL Phone No.: Bldg.Permit#: 4f 12> 0 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Cleeaq) A_ I �� �� (l V�a 5 t I "I I •(`�n� (�o ��e{� � �Ste-f`'LP.�-1- Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: 0 YES F3<0 Issued On Temp Information: (All information required) Service Size -11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION I2- Ok l _-F e c,4- 103-70`2- -P- P ©3-702-P- P R190 PERMIT P Address: Switches I Outlets `GFI's Surface Sconces f H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments Q ` ori t st i ,b � �� � � � P� ,�. , s .� � S f` � -- � � �� �.� �o - � � d0 G�`�r�.�e � - 3oR �-[ 0 SURVEY OF PROPERTY N SOUND AVENUE N DESCRIBED PROPERTY o SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. .Go J TAX MAP NO.: 1000-122.00'02.00.018.000 LOT AREA: 10,850.96 S.F. (0.249 ACRES) cO DATE SURVEYED:NOVEMBER 30, 2022 21�92 °4s p > 260 REVISED:JANUARY 19, 2023 .0 N a>2a ss N REVISED:APRIL 14,2023 A�UL�1`1 WA RMEr,® 0 0 a 3 N Y -ELEVATIONS REFER TO NAVD88. Lpr1D gAVv1\N 30 g' p GNL.\NE q p N' CJS Q 4' GN A\N 1\N STK.FE'. N GEEN\T'\RAANq 1 GD°`NN#G GE 0 30 60 _211 D Feet q ° FENGE ss SCALE: 1 INCH= 3O FEET SND 21° q1 SF3Ng05Gy SY�ER ZM o ° "EADWIRES > 1g6 g rM m a1 6 3 XK z1 o3� gT N . � 2g4NO- Q� SLOT COVERAGE: 'ONa2 0 RESIDENCE:976.5 S.F.OR 9.0% 0 O 2>B° } GARAGE:1,029.6 S.F.OR 9.5% 0� m 1.1° 2 REAR DECK:303. S.F OR 2.8% C3 2g 0. / 0 4S TOTAL:2,309.3 S.F.OR 21.3% q S // W N N O / �A58V\1 RPGE SPHALT DRIVEWAY S�1 o��tOO11� W U ®F �� q� OO 1F CPM t2'O°G,soGP A O / 00111111 t6. M GpRAGE ° GATE ® 91, F o n G 29 N FEN°E MCG��CR,CK p�'O �o _a• x �1 28 66 Y. m O '� O e�K•NE S 2�6'23 �¢p' 0 ��® A6 A56V�0 GP�GE 77- Tip P,00,0014E E Q f U Z 01 ^y i LEGAL NOTES: D 1.COPYRIGHT 2022 AIG LAND SURVEYING PLLC.ALL RIGHTS RESERVED. 0 L I �.n ^--r I 2.UNAUTHORIZED AL7ERATON ORADDRiON TO THIS SURVEY MAP BEARING ALICENSED LAND SURVEYOR'S SEAL IB A VIOLATON OF SECTION 7209' _ r SUBDIVISION2.OFNEWYORKSTATEEDUC'nCNLAW. O t1 1''LLA��.��L` AI D S_URVEIY_ IN IP Icy C AND OPINION.DART SURVEYMAPS WITHTHE SURVEYOR'S EMBOBSED SEAL ARE GENUINETRUEAND CORRECTCOPIES OFTHE SURVEYOR'S ORIGINAL WORK cl {t I R� I ( 4.CERTFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACRCE J !t! r FOR LAND5URVEYSADOFTED BYTHE NEWYORK STATEASSOCIAMON OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATON IS LIMITEDTO PERSONS U FORWHOMTHEBOUNDARYSURVEYMAPISPREPARED,TOTiETRLECOMPANY,TO THE GOVERNMENTAL AGENCY,ANDTOTHE LENDING INSTiTUUON LISTEDON IIIIII BLAND S_ .URVEYING &R 41'NNING ��_7� THIS BOUNDARY SURVEY MPP. CARONSH _ /~'• f` =4 11--g 9 6,THEL.CATION.FF.N.ER IR.UUNDIMPROVEMSEN ORENCROACHMENTSARENOTALWAYSKNOWNANDOFTENMUS BEESTIMATED.IFANY C 153 WADING RIVER MAkdk-ROAD; MANORYI-LE)I 49 UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN.THE IMPROVEME OR ENCROACHMENTS ARE NOT COVERED BYT-IIS SURVEY. 7.THE OFFSETS(OR DIMENSIONS)SHOWNIHEREON FROMTHE STR=RESTOTHE PROPERTY LINES ARE FORA SPECIFIC PURPOSE AND USE AND THEREFORE 3 T ("y�^W� ARE NOTINIENDEDTO GUIDETHEERECON OFFENCES.RETAININGWALLS.POOLS.PATIOS PLANRNGAREAS,PDDRIONSTO BUILDINGS,AND ANY OTHER7YPE 0 Ly PHS yE�631 J846`9973 x` ----- —`--- IIOFGONSTRUCM.N. L I I 8.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSED-SEAL AIN COPIES MAY CONTm -""`~EMAIL:AIC246@OPTONLINE.NET I UNAUTHORIRTYZED AND UNDETECTABLE MODIFICATIONS.DELETIONS,ADDRIONS,AND CHANGES. y I 9.PROPECORNERMONUMENTSWERENOTSETASPARTOFTHISSURVEYUNLESSOTHERWISENOTED. Z) 10.ALL MEASUREMENTS REFERTO U.S.SURVEY FOOT. U E006 • ------------ To be removed ------------ Existing Walls New Walls 4; 4' ---- - - —. -----120°F APPROVED AS NOTED COMPLY WITS F a -a3 b NEW YORK STXi c- y TOWN CODES DATE Extg.Foundation Walls I3•. —"T B.P.# AS REQUIRED AND CONDITIONS OF I I3• J.' `511 �o BY J6 NOTIFY BUILDING DEPARTMENT AT SOUTHOLD TOWNZVd �a New Foundation Walls 765-1802 8 AM TO 4 PM FOR THE .; a'6 =%s lye FOLLOWING INSPECTIONS: SOUTHOLD TOWt4 Pl.r'1114INIG BOARD Isr FLA- 1. FOUNDATION-TWO REQUIRED T3' FOR POURED CONCRETE SOUTHOLD TOMTRUSTEMS UGH-FRAMING,PLUMBING, TO.ExT'G- SEPTIC EXT4. G.O. 2 STORAPPING ELECTRICAL CAULKING `.! N.Y.S.DEC 2" ----I 3. INSULATION SDfGo, I 4. FINAL-CONSTRUCTION&ELECTRICAL BATH• MUST BE COMPLETE FOR C.O. ' O 50. GD, • / vEu i��LI I 3" ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW •IKtSTALI: BALI- Z YORK STATE. NOT RESPONSIBLE FOR f-0VALVE ABOVE I W. 2" DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL _a4F a-vQt� , INSPECTION REQUIRED 3.. BASTE rEWr. U Co. c p, e0 E jG0 e 3 PLUMBER CERTIFICATION ------- f3E.DR00M 2. ON LEAD COQ"TENT BEFORE P'LUMSiuG A SER. Di&&P.&M N.T.S. CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER Fire 4 e amtion SUPPLY SYSTEM CANI".OT �'eQuar d�,,F�-4 BEDROOM I EXCEED 2110 OF 1% LEAD. es -4 WS Coda GL. PLUMBING ri ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING Existing Second Floor Plan 3" -ITW2436 17U7A36 , 1 REMOVE ExrEr BAY wi000w. .: aJ.- 2"x S'NOR. .., :..2-TW 243(o•. DINIIJG IZN. El - 6)- U TOP OF NDA 0*1 W&LL _... . . . . .. . '1 00 -n 00 - SiT?iNGr 1200N . . - := ICITGNF.-.I.I L.iV1NG IznOM - �' • I� REF up. -25,67NI �3)- 2'x 4" PAST.IST 70 • _ TOP of FOUlHneT'" WALL. Du ® sn 13T q; pQMR. 4 fv:: TbJ Z�l-3 • R rSt Flo'or Plw/ AlterationsPro sed.' �j RgEdM"OV�u► pOTbJ• O S.D. ALL SHOVE QIrTf✓GTORS COMB I NQT101J O S.D.IC.O. SH0kgC AR130Q DETEGT0RS TO BE IWTER.-GONNEGTED W1 BATrERY BAcic-Up. - -O q11- O IJOTI ToWAL.IG WAY. MY M. R �P IID To B4TNRM p F 4-ROVIDE IRE5LOCk 1WC;G 80TH VERTic,&L Now?OMT'&L. d' . WALLS CErLINrs. `r0 rdLL GOI,5CEAL E-D DRAfY CpEJ.jMGS. MP Tb EJJECTI7R. Pump. ---- \ M 4 l0 !'ti G4P BP_ OW 2"x4"WD. SCUDS �� I/0"O•GR-ISkaFT FACED' L w o w u VQ dO 1"4RSpAjE SWINt)") 80. �llt,a'ao 4WD.STUDSp/ L wlR-i kizAT Irs». 8911'. - D. I ,AIRSpAGE s1Nb."p.) . ROP. ATH. (i; y ` = k pepp REG. Qh1. OS>]. L_ 01 Ft.R.TO U_5 QTS. 7=7'�8'' I'- ExT4_(2) - 144' 9%: MICRO M• . �' oc 1 - - - t Q SD o rt'Gr• ST0IZA as. 1 cx� }• • 5D_ E%TG.PO T. .r+ I7 -- C. Q M. ? _EXT Jr• -2 x B"G1EpE.R. - LIZ 0-5.J75,6-4V I P , . , F d M -a ..._1 •- o � _.:�L.R. T0. U,S. Jl'S. $=2�4" oo I O � ���4, ' EXTG: UTIL',rY �� r— � .� pus 2s N I �=' F' (2)-7'x8 GIRDCR( Su N s - - O oo /� SiMp500 STROIJ4• 16 N 1T IT T— — — I N451J AGE MaUN i I;D fit, to -BO?N Er1Di i ' I ► ; i �4r 00 0 Q tea\ I 3 T @ q%" W Js O 1/E�JTDI ESR \, r�d�I.RHOT H 0T alona I t j �J n o x m Existing Basement w/ Proposed Alterations Pro - - - • c; Nosed Alterations t• Dwelling For z BJB Ventures L.L.C. 5C AL-F- : %4= I'0"' DATF,; 18Tt_ DECEMBER) 2022, 1235 Factory Avenue, Mattituck, N.Y. 11952 S.C.T.M. 1000-122.00-02.00-018.000 I GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES �O�AIEGG_AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R4105.2 -JOINTS,PENETRATIONS,AND ALL MINIMUM DESIGN DEAD LOADS*AS PER ASCE"7-05 CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. Of THE INTERNATIONAL RE51DENTIAL OTHER 5UGH OPENINGS IN THE 4/8l SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE GOM9'ONENT LOAD SHALL OBTAIN CERTIFICATE OF WITH b" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (P9f) OCCUPANCY.SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF 51­1INGLE5 OR APPROVED SEALED, G E I L I N 6 5 NOT BE MADE WITHOUT WRITTEN OF 150 CFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECE55ED LIGHTS MJ5T BE TYPE IG AUTHORIZATION BY THE ARCHITECT. 20 CFM INFILTRATION THROUGH THE OVER 154 ASPHALT FELT WITH RATED AND INSTALLED WITH NO GYPSUM BOARD(112-Ir..) THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS,OR TYPE IG OR NON-IG GYPSUM BOARD(5/5-in.) q,0 REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN AT THE COMPLETION OF WORK,THE SUSPENDED STEEL CHANNEL SYSTEM I 2_p CONTRACTOR SHALL REMOVE ALL DOORS TO CONFORM TO THE 2015 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY IEGG. FIREBOX 70 BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5"CLEARANCE FROM COVERINGS, ROOF, A N W A L L WASTE MATERIALS, TOOLS,RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLA5HIN6 NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" ASPHALT SHINGLES 1 2.0 ETC.,GLEAN GLA55 AND LEAVE WO4K 8" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATriERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING,I/ !n BROOM GLEAN UNLESS OTHERWISE 2- 2.0 4" NON GOMB;,STIBLE FIRE STOPPING ROOFING IS TG BE APPLIED IN STRICT SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBJ5TIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: PLYWOOD(per 1/2-1n) I b CARRY WORKMAN'S COMPENSATION CONSTRUCTION, MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER RIGID INSULATION, 1/2-in. _ 0.15 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEM3R4NE 0.1 ALL SHALL COMPLY WITH STATE AND FOUNDATION WRRPROCFING SAMPLES OF THE 5HINGLE5 FOR CEILINGS, WALLS,AND FLOORS. LOCAL GORES AND ORD!NANGES. THE INSTALL TW0-LAYERS OF TOWELED ON OWNER'S APPROVAL,PRIOR TO BITUMINOUS,SMOOTH SURFACE CONTRACTOR SHOULD FULLY WATERPROOFING MEMBRANE 1.5 GUARANTEE HIS WORK AND THE WORK FIBERGLASS MASTIC. (.p ED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: OF HIS SUBCONTRACTORS FOR A 5.S.C. 153 TYPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE FLOORS AND FLOOR FINISHES PERIOD OF ONE YEAR AFTER CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE FOUNDATION ANS EXTEND TO LAI' ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION CERAMIC OR QUARRY TILE(3/4-in.) 16.0 COMPLETION OF THE PRGJEGT UNLE55 EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. ON 1/2-in.MORTAR BED OTHERWISE SPECIFIED. ALL WORK SHALL BE PERFORMED IN FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING,-,,"?-In. 4.0 BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE ACCORDANCE WITH GOOD BUILDING F!Rc B�.OGKIN6 LINOLEUM OR ASPrtALT TILE, I/4-in. Lp PRACTICES. THE CONTRACTOR SHALL FIRE B-OGL KING SHALL BE PROVIDED, EQUAL,FOIL TO BE PLACED TOWARD CAN BE DETERMINED. INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.13 OF THE WARM SIDE_ PROVIDE 11/2" RIGID -MANUFACTURER MANUALS FOR ALL SUBFLOORING,3/4-In. 3.0 OWNER,ARCHITECT, AND THEIR RESIDENTIAL CGDE OF NEW YORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING FLOORS,WOOD JOIST(no plaster) 12-in. Ib-in. AGENTS AND EMPLOYEES FROM AND STATE,TO GUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER JOIST 51ZE5(1n.) O.G. O.G. AGAINST ALL CLAIMS, DAMAGES, DRAFT G5(BOTH VERTICAL TO b"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE LOSES AND EXPENSES, INCLUDING AND HORIZON6 5 !ZON OTHERWISE SPECIFIED.GAPE 514OULD PROVIDED. _ TAL. 2xb BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 2x8 b b ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN 7 RESULTING FROM THE PERFORMANCE CONGEALED SPADES OFSTUD WALLS FOUNDATION WATERPROOFING. U-FACTORS M05T BE CLEARLY 2x!0 b MARKED ON THE BUILDING PLANS OR SU THE WORK PROVIDED THAT ANY AND PARTITIONS, iNCLUDING FURRED LASS WINDOWS AND_D_O_ORS_ SPECIFICATIONS. 2x12 g l SUCH CLAIM, DAMAGE, LO55 OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION FRAME PARTITIONS EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS.CONGEALED HORIZONTAL =308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: BODILY INJURY,SICKNESS, DISEASE FURRED SPACES SHALL AL50 BE FIREWOOD ALL CLASS 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED WOOD OR STEEL 5TUD5, './2-in.GYP.BOTH SIDES 8.0 OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING FRAME HALLS DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR 5TUD WALLS: (OTHER THAN THE WORK ITSELF INSTALL GLASS UNTIL PROPER -RETURN DUSTS IN UNCONDITIONED INCLUDING THE LOSS OR USE PLUMBING 2x4 a 16-in.,5!8-in.GYPSUM, RESULT INC THERE FROM). (B) 15 CLEARANCES ARE PROVIDED. ALL ATTICS IN OUTSIDE THE BUDDING � T GDNTRACTOR SHALL INSTALL WATER INSULATED,3!8-in.SIDING ILO SLIDING GLASS DOORS,SKYLIGHTS MUST BE INSULATED TG R-4. CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND 5ANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED NEGLIGENT ACT OR OM155ION OF THE INDICATED.PROVIDE HOT AND GOLD 2xb a Ib-in.,5/8-ir,.GYPSUM, 12.0 CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. CODE,SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. INSULATED,3/8-in.SIDING ALL WATER PIPING TO HAVE TEMPERED CLASS. ALL CLASS LED IN -RETURN DUCTS IN UNCONDITIONED ANYONE DIRECTLY OR INDIRECTLY AND WINDOWS SHALL BE INSTALLED IN SPACES(EXCEPT BASEMENTS) MUST EXTERIOR STUD WALLS WITH BRICK VENEER48.0 ' EMPLOYED BY ANY OF THEM,OR GL.EANDUTS AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. *WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR ANYONE FOR WHOSE ACTS ANY DIRECTION AND AT BASE OF MANUFACTURES 5PECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON PLASTER,ADD 5 ib/ft2 FOR EACH FACE PLA5=P. VALUES THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4" CAST IRON 01 GIVEN REPRESENT AVERAGES. IN SOME GA5E5 THERE IS A OF WHETHER OR NOT IT 15 CAUSED IN THROUGH FOUNDATION WALL PITCHED WINDOWS ARE TO CAULKED AND RETURN DUCTS IN BASEMENTS. PART BY A PARTY INDEMNIFIED 'MIN. IA" PER FOOT. TRAP/WA5TL- SEALED AS PER PROVIDE IEGG CONSIDERABLE RANG OF HEIGHT WEI6Hr FOR THE SAME CONS RUCTION. REGUiREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION, HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE A5 PANS UNDER ALL SLIDER,DOORS,AND -ALL JCINT5, SEAMS,AND 2016 EGG OF NEW YORK STATE: ASSEMBLIES,AND METHOD OF FOLLOW5: 8401.3: PERMANENT CERTIF!CATE -SHALL BE COMPLETED BY THE CONSTRUCTION iNGL.UDING BUT NOT DISH WASHER ! 1/2" WINDOWS WITHIN A b" OF AN EXTERIOR FASTCONNENED HI MUST BE SECURELY BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" SURFACE. ALL EXTERIOR ODORS ARE FASTENED WITH WELDS,GASKETS, THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE BLOCK-WORK, FRAMING,NAILING, LAVATORY 1 1/4„ TO BE FULLY HEATHER-STRIPPED. MASTICS (ADHESIVES), BUILDING. PLACING OF CONCRETE, ETC_ ARE TG SHOWER 2" PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBE 15 NOTABRIG,OR BE CAREFULLY SUPERVISED BY THE TOILET 3„ HARDWARE EE REQUIRED. ALL GLA55 TAPES. DUCT TAPE IS NOT R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE IS TO BE FREE OF SCRATCHES AND PERMITTED. WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO CONTRACTOR TG BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED THE INSULATION ON THE SURROUNDING SURFACES. IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL SPECIFICATIONS,APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LE55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS AND GOOD PRACTICE'. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLE55 INDICATED OPERATING AT LE55 THAN 2" w. 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. 9 CONSTRUCTED TO LIMIT AIR LEAKAGE TO< 3 AIR GHANGE5 PER SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOCK5. THE WATER (500 PA.) HOUR -DUCTS SHALL BE SUPPORTED EVER`! PERMITTED WITHOUT WRITTEN SYSTE AND SEWAGa DISPOSAL 10 FEET OR IN ACCORDANCE W!TH THE R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING AUTHORIZATION OF HATHE ARGHITEGT. SYSTEM L IC SHALL GO. !. L, O THE MANUFACTURER'S INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CONTRACTOR SHALL BE APPLICABLE GGUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DJGTS WITH EXTERIOR RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING i5 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A THE CRITER.A L15TED IN TABLE 402.4.1.1.WHERE REQUIRED BY DRAWINGS WHICH MAY BE NEEDED. RECULA7fON5. APPROVAL OF ALL CODE OFFICIAL, AN APPROVED THIRC PARTY SHALL INSPECT ALL ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. COMPONENTS AND VERIFY COMPLIANCE. ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE CONTRACTOR TO REMOVE a PRIOR PR CONGEALMENT. PRIOR TO INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. R402.4.1.2. TESTING - BUILDING OR DWELLING UNIT SHALL BE RELOCATE R REQUIRED ALL ORDERING,CONTRACTOR SHALL REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A TESTED AND VERIFIED AS HAVING 13 ACH50 IN GZ4A,5, AGA. EXISTING WORK WHICH INTERFERES SUPPLE'CUTS OF FIXTURES FOR IS THE INTENT S THESE MEANS FOR BALANCING AIR AND TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY, WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. THAT THE OWNER CHANGE E EV COMPLETE FINISH. ALL PAINTED R402.4.4: COMBUSTION CLO5ET5 -ROOMS CONTAINING THATHEOCONTRACTOR STALL CREDIT THE `.SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. SITE WORK IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST STAKEOUT IS TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND LICENSED SURVEYOR.5TAKING AND SUBCONTRACTORS 005T FOR THE INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE EXHAJ5T PIPES tNSTALLED CONTINUOUS TO THE OUT5IDL- LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT. LIGHTLY SANDED SURFACES,WALLS, SPACE TEMPERATURE SET POINT OF 8403.32: DUCT SEALING -DUCTS,AIR HANDLERS, AND FILTER AND BENCHMARKS. VERIFY ALL GIVEN HVAC DOORS,FRAMES, TRIM, AND BASES, THE LARGEST ZONE_ BOXES SHALL BE SEALED. DATA ON DRAWINGS. IN CASE OF ONE GOAT WOOD FILLER OR STAIN DISCREPANCY, RECEIVE SYSTEM TO BE :.ESIGNED BY OTHERS. AND TWO GOATS MGKLU5KY'5 ELECTRIC SYSTEMS: PROVIDE PROPER 5UP;LY TO ALL 8403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO GLARIFiGATION FROM ARCHITECT EGGSHELL FINISH NDN-YELLOWING -SEPARATE ELECTRIC METERS ARE ROOMS & CONFORM WITH ALL STATE DETERMINE AIR LEAKAGE. PRIOR TO PROCEEDING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE AND BACK FILL FOR WORK INDICATED AND LOCAL CODES, GYPSUM BOARD- MINIMUM ONE GOAT THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: THE BUILDING THERMAL ENVELOPE. OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBUSTABLE R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR EXCAVATED MATERIAL, NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS PLENUMS EXISTING SACK FILL MATERIAL AND J015T5 RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FREPL AGES MUST BE PROVIDED TOPSOIL ARE TG BE FREE OF I^EEDS, BE CONSTRUCTION GRADE DOUGL.A5 GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R403.4: MECHANICAL 5Y5TEM PIPING INS)LATION - CARRYING TREE ROOTS, ROCKS AND DEBRIS. FIR-50UTH SELECT STRUCTURAL, ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE FLUIDS>105"F OR<55"7. INSULATE TO R-5 MIN, ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT d CONSTRUCTION PROVISIONS OF THE UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT,DUTCH BOY. CABOT5, BUILDING CODE OF NEW YORK STATE, 8403.6: MECHANICAL VENTILATION- THE BUILDING SHALL BE SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MGKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF PROTECT ALL TREES W!THIN EIGHT COX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY IRO/IMG. FEET OF THE BUILDING. PROPER 5U5-FLOOR5 TO BE 3/4" COX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE'-. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHINGS TO FOR ARGHITECT'5 AND/OR OWNER5 THAN BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: 0.01 X GFA +-75 X(4 CF 5EDROOM5 + !) WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL •GSA = CONDITIONED FLOOR AREA STUD '/MALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP GGA(RETE BLCGK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION 8102.3.2, ON BOTH THE INLET AND THE OUTLET 8403.1: EQUIPMENT SIZING - PER ALGA MANUEL S,BASED ON ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE 50LID BLOCKING THROUGH R102.3.6 OF THE UNLESS THE WATER HEATER HAS AN LOADS CALCULATED PER ACOA MANUEL J. "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAL RESIDENTIAL CODE. INTEGRAL HEAT TRAP OR 15 PART OF THIRD COURSE, FILL TOP COURSE JOISTS AT 8'O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. R404.1: LIGHTING - A MINIMUM OF 15% OF PERMANENTLY SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATING H07 WATER INSTALLED FIXTURES MUST HAVE HiGH-EFFIGANGY LAMP5. POR-LAND GEMENT,ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOARD TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE 1. LOW-VOLTAGE LIGHTING EXEMPT PUTTY, AND 51X PARTS SAND.OR ONE ALL GAP PLATES TO BE DOUBLED AND 1/2" ON CEILINGS UNLESS PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWI5E INDICATED. FINISH JOINTS, CIRCULATING HOT WATER 5Y5TEM5: PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAIL DIMPLES,CORNERS -IN5ULATE CIRCULATING HOT WATER CORNERS, WHERE FLUSH FRAMING AND EDGES SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE 1. TABLE 2: MINIMUM INSULATION THI6KNE55 FOR HVAC PIPES CONCRETE OCCURS,USE MIN, I60A SHEET METAL RECEIVE THREE COATS OF JOINT TH15 PROJECT COMPLIES WITH THE O NO CONCRETE OR MASONRY WORK J015T HANGERS BY "SEGO"OR COMPOUND. ALLOW 24 F0UR5 TO DRY HEATING AND COOLING PIPING INTERNATIONAL RESIDENTIAL GORE, PIPING SYSTEM FLUID TEMP, INSULATION THICKNESS IN INCHES BY PIPE SIZE SHAL_ BE DONE DURING APPROVED EQUAL. ALL CORNERS TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: ADOFTFn BY NEW YORK STATE, TYPES RANGE (F) 2" RIJNOUTS I" AND LE55 1.25" TO 2"2S" TO 4" TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS SANDED SMOOTH. METAL CORNER -HVAC PIPING CONVEYING FLUIDS TABLE I: MINIMUM INSULATION THIGKNE55 FOR CIRCULATING, HOT WATER PIPES HEATING SYSTEMS AND FALLING. NO CONCRETE SHALL. SHALL BE MINIMUM 2/2X6 UNLESS BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUIDS BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL BELOW 55"F MUST BE INSULATED TO INSULATION THICKNESS IN INCHES BY PIPE 51ZE5 LOW PRE5SURE/TEMPERATURE 201-250 1.0 L5 L5 2.0 ADDITIVES SHALL BE ALLOWED FOR STUDS,J015T5 AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2, IN ACCORDANCE WITH QOI$IECG RESIDENTIAL HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATING MAINS AND RUN3UT5 LOW TEMPERATURE 120-200 0.5 I,O I.5 L5 WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ENERGY EFFICIENCY CODE,THE PROJECT TEMPERATURE (F) UP TO I" UP TO 1.25" 15" TO 2.0" OVER 2" STEAM GONDEN5ATE ARCHITECT ALL CONCRETE 15 TO BE FOR HEADERS OVER FIVE- FEET IN ELECTRICAL COMPLIANCE METHOD CHOSEN 15 TOTAL 110-180 0.5 1.0 !.5 20 (FEED WATER) MIN. 3,500 P.5.1. AT 28 E DAYS d 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES. UA-ALTERNATIVAND A RE5CHECK HAS BEEN 140-160 0.5 0.5 1.0 1.5 COOLING SYSTEMS ANY 1.0 O 1.5 2.0 PSI FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELECTRICAL CODE AND ALL I.OBTAIN ALL PERMIT 5 FRIOR TO SUBMITTED 'KITH THESE DRAHWO5. 5LEEVE5 AND FOUNDATION VENTS AS STATE,LOCAL, AND UTILITY COMPANY THE 5TART OF WORK. 100-130 0.5 0.5 0.5 1.0 GRILLED WATER,REFRIGERANT 2 !-25p LO IS 5 2.0 REQUIRED BY NYS GODS. UNLESS CODES AND REGULATIONS. ALL AND BRINE 120 2 O0.5 1.0 LO L5 INDICATED, ALL FOUNDATION CIRCUITS SHALL BE MINIMUM 15 AMP. 2, ALL BEDROOM TO BE PROVIDED TO THE 5F-5T OF MY KNOWLEDGE, BELIEF AND FOOTINGS ARE TO BE A MIN. 8" DEEP POWER WIRING SHALL BE MINIMUM 14 PROFESSIONAL JUDGEMENT,THESE PLANS WITH ROD 8 SHELF, ALL LINEN NOTE_ PROJECTING b" ON EACH SIDE OF THE AWS. CONVENIENCE OUTLETS SHALL AND/OR SPECIFICATIONS ARE IN COM'LIANCE - - -- " �► CLOSETS TO BE PROVIDED WITH 5 FOUNDATIONS CHAPTER 4 DESIGN FOUNDATION WALL. PROVIDE TWO 44 BE LOCATED 12" ABOVE FINISHED ROWS OF SHELVES. W/THE 2019lEGG, BASED UPON PRE5UMPT:VE LOAD ��G! DEFORMED BARS CONTINUOUS IN THE FLOOR UNLE55 OTHERWISE INDICATED. BEARING VALUES OF SAND'GRAVi.L FOOTING. ALL 4" THICK CONCRETE ALL SWITCHED TO BE LOCATED 3b" 3.DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 L B5 PER SLA-135 TO HAVE 6X6 10/10 WELDED ABOVE THE FINISHED FLOOR UNLESS TO MATCH EXISTING SQUARE FOOT. CONTRACTOR TO WIRE REINFORCING. ANCHOR BOLTS IN OTHERWISE INDICATED. SUPPLY CONSULT ENGINEER 1F DIFFERENT 501E \� Q ZLt1 CONCRETE SHALL BE HOOKED 5/8" X NQ_E.- ALL NON-ENGINEERED LUMBER RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND THI5 PROJECT COMPLIES WITH THE INTERNATIONAL MATERIALS ARE FOUND UPON �T� p z 12" AT MAX. 5' 0.C. PROVIDE BITUMEN TO BE DOUGLAS FIR #2 OR BETTER FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER MECHANICAL GODS,CHAPTER 12 THROUGH 24, EXCAVATION OR TEST HOLE, FOR � W .J � EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR THE INTERNATIONAL PLUMBING CODE,CHAPTER ALTERNATIVE FOOTING AND M w 3 p AND FOUNDATION WALLS. 25 THROUGH 32, THE INTERNATIONAL ELECTRIC FOUNDATION WALL DESIGN t- 5. F!N15HES TO BE SUPPLIED CODE, CHAPTER 33 THROUGH 42. (P �R BY OWNER �� 5 TABLE R602.3(I) TABLE R602.3(I) FASTENING 5GHEDULE FASTENING SCHEDULE CONTINUED TABLE R602.3(5) SiZE, HEIGHT AND SPACING OF WOOD STUDS 9 TH NJN1t3C-R AtdD' TYPE SPACING OF FA5TEI'ER5 I DESCRIPTION OF BUILDING ELEMENTS FAt by SPACING AND LOCATION 1 DESCRIPTION OF BUILDHNS E1.ET'EN(t5 pF FA5TET✓fR '6F 11 INTERMEDIATE 3EARiNG;HALLS ROOF nrNCNIEsr S1PPORTn°•c NON-BEARING WAi.LS nNU£S) 4-6d Box(2 J"Xo 113•)); HOOD STRUCTURAL PAW_L5,SUEFLOOR,ROOF AND INTERIOR WALL 5MEATHING TO FRAMING AND PARTICLE BOARD WALL MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN BLoe-KIN&5ETiEEN CEILING J045TS OR RAFTERS 3-80 COMMON(2)VX0.131'):OR MAXIMUM SPACING WHEN LATERALLY LATERALLY I TOE NAIL SHEATHING TO FRAMIFI6(SEE TABLE Rb02.s(3)FOR HOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING To WALL FRAMING] STUD SiZE LATERALLY WHL-N SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOCKS, TO TOP PLATE 3-iod Box!2 5"xoJ267;OR N _ = SUPPORTING TWO UNSUPPORTED UNSUPPORTED 3-3^xOJ31^NA.Ls bd[ArHrHON(2'XOJls7 NAIL[suBFLoort TNALLI F UNSUPPORTED STUD ROOF-GEI_ING ASSEMBLY PLUS A ROOF-G�ILING PLUS AROOF-CE IUNG 3o se'-$" b 12 (INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC A55EMBLY OR A HABITABLE ASSEMBLY OR A HASITABL SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT Ed COMMON(2)5'XU.131'FUIL(ROOF) ° i 4-5d 13OX(2±•xoJI3")ort 1e F ASSEMBLY,ONLY(INCHES) ATTIC A55EMBLY{INGHESI ATTIC ASSEMBLY(INCHES) HEIGHT°(INCHES) °(FEET) °{FEET) 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(214`x0.131");OR PER JOIST,TOE NAIL 31 '-I` 8d COMMON NAIL(2 rs'X0.(31•) b .2 3-IOa BOX(2 6-X0.128');OR 3-3'x0.13!•NAILS 32 1&'-I Y: lad COMMON(3'XO.1487 NAIL;OR 6 12 Ed(2 VX0.131•)DEFORMED NAIL CEHLIN6-,DIST NOT ATTACHED TO PARALLEL RAFTER 440d BOX(3'XO.!137 OR OTHER HALL SHEATHINS 3 LAP-5 OVER PARTITIONS[see 5ectwre 88023.1,Rb02.9.2 3-16d COMMON(314"X0.1627.OR ROOFING NAIL,WHEAD cad Table 8802.5.1(9)) 4-5"XO.I51•NAILS NAGE NAIL 33 gHEATRXTURAL CELLULOSIC FIBERBOARD DIAMETER,OR 1"CROHW STAPLE 16 go., 3 6 HINS y"LONG CEILING JOIST ATTACHED TO PARALLEL RAFTER I GALVANIZED I W,MAIL,JW RVa- q (HEEL JOINT), TABLE R802.5.1(v 34 SHEATHING� T�'°'L GE''-LULOSIG FIBERBOARD DIAMETER,OR I"GROWN STAPLE 16 go., 5 b FACE NAIL I Y'LONG (see Sactlun RE,02S.t.R6023.2 end Tabie R8O2.5J(911 I)y'OA A_11Iz D ROOFING NAIL;STAPLE 35 14'Fs1'P'rP511N•1_..-ATFNNI6e GALVANIZED,I)5'LONE";04*SCREWS, � T A Lod Box[3"xo 126 7 oR TYPE w OR 2X4 10 24° Ube __ 2 5 COLLAR TIE 70 RAFTER,FAG£NAI' OR 1 Y<"X 2090. 3-tOd COMMON(3 6"X0.148+),OR d I V•GALVANIZED ROOFING NAIL:STAPLE '4 10 I6 RIDGE STRAP TO RAFTER M9"x0.191•NAILS FADE NAIL EACH RAFTER 36 t/p'GYPSUM SWATHING &ALVAWZEO,1•2/s'SCREWS,TYPE W OR 5 7 2X6 IO 24 24 16 24 20 24 06000 STRUSTROAL PANELS.COMBINATION SUBFLOOR UNAERLAYMENT TO FRAMING FOR 51: I INCH = 25.4 mm,I FOOT Is 304.8mm 3-I6d BOX NAILS is J`X0.135")OR 2 TOE NAILS ON ONE SIDE bd DEFORwED(2"X0.1207 NAIL;OR a.LISTED HEIGHT ARE D15TANCES EE-TWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL.BEARING WALL5 SHALL BE SHEATHED ON NOT LE5S THAN ONE 3-lod CoMMOV NAILS(3"X0.148');OR AND I TOE NAIL ON OPPOSITE 057 �/+AND!PSS 6 12 b OR ROOF 71L)rf ro PLATE SIDE OF EACH RAFTER OR 6d fOHHMON l2!5'XD 7317 NAIL SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD.INCREASES IN UNS IFFORTcD HEIGHT ARE PERMITTED 4-fOd BOX(3'X0.1267 OR 4-3'X0151•NAILS TRUSS I s6 $•-I" Bd COMMON f2 AN')NAIL;OR b 12 WHERE IN COMPLIANCE WITH EXCEPTION 2 OF 5ECTION 8602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRAGTIGE. ae DErORMED(215"X0.120")NAIL b.SHALL NOT BE USED IN EXTERIOR WALLS 4-16d M j•X0.:357 OR IOd COMMON(3'X0.(48')NAIL;OR c.A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET,THE WALL STUDS SHALL BE INCREASED TO 5-IOd COMMON(3"XO.145');OR TOE NAIL 39 I V-I A* 6d DEFORMED(2)5'X0.120')NAIL 6 IS 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE KTH ACCEPTED ENGINEERING PRACTICE. 4-IOd 80X(5"X0.128");OR ? ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTER5 OR 4-3"XOJrI"NAILS FOR 51.1;rich a 25.4 mm,1 foot.304E mm,1 MILE PER HOJR.0447 m/s 1 ksl a 6.895 MPG ROOF RAFTERS TO MINIMUM 2"RIDE£BEAM 3-16d BOX M 2'X0.!35')OR TABLE 8602.10.4- BRACING METHODS 2-ibd COMMON(315"X0.162'):OR TOE NAIL a.NAILS ARE SMOOTHLOMMCtt{BOX OR DEFORMED SHANKS EXCEPT LNERE OTHERWISE STATED.NAILS USED FOR N9RMHING ANA SHKI.TTNNG 3-I0d BOX(3"XO 628`);OR CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENOIN6 YIELD STRENGTHS AS SHOWN:80 KSi FOR SHAWL DIAMETER OF 0.792:NCH(20d 3-3'X0 131"NAILS COMMON NAIU,90 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.1'17 INCH,ANE?100 x51 FOR SHANK METHODS,MATERIAL MINIMUM THICKESS FIGURE GONNEGTION CRITERIA O it DIAMETERS of 0.142 INCH OR LESS- FASTENERS SPACING WALL b.STAPLES ARE 16 GAGE HIRE AND HAVE A MINIMUM 7/I6-INC14 ON DIAMETER GROvIN WIDTH. l6d GOMhbh(3 Y2^XOJ62'1 24"O.G.FACE NAIL a.NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. d.FOUR-FOOT BY&-FOOT OR A-FOOT BY 9-F00T PANELS SHALL BE.APPLIED VERTICALLY. EXTERIOR 5HEATHIN5 PER b•t-1�5 12"FIELD 8 5MJ 70 STUD(NOT'AT BRACED WALL PANELS) e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE I5A5ED ON TABLE RbO2.3(2). TABLE R6023(3) IOd J5I*')NAI,_ OR I6"O.G.FACE NAIL F.WHERE THE ULTIMATE DESIGN MND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEATMI46 TO G5-wsP 3'X0.!31"/NAi�s GABLE END HALL FRAMN6 5HALL BE SPArEV 6 INCHES ON CENTER.WHERE THE ULTIMATE DESIGN HIND SPEED IS GREATER THAN 130 MPH, CONTINUOUSLY SWATHED 3�8" Ibd BOX(3)$-XO-557;OR NAILS FOR ATTACHINS PANEL ROOF SHEATMN&TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 1NCHE5 ON CENTER FOR MINIMA"48 INCH WOOD 57TT1JGTURAI.PANEL INTERIOR SHEATHING PER 4 STUD TO STA AND ABU`nN&STUDS AT INTERSECTING HALL 3•x0!31"NAILS 12'OG.FACE NAIL DISTANCE FROM RIDGES,EAVES AND&ABLE END HALLS;AND 4 INChES ON CENTER TO GABLE END HALL FRAMING, ,^ TABLE RI O23(1)or NS PER (2) VARIES BY FASTENER I49RNER5(AT BRAZED WALL PANELS) 9.GYPSUM SHEATHING SHALL CONFORM TO A5TM G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253•FlUrRBOARD SHEATHING LXl' Ibd COMMON(3)4"x0.162") Ib'OC.FACE NAIL SHALL CONFORM TO ASTM G 208. 0 h.SPAUN6 OF FASTENERS 04 FLOOR SHEATHING EPGE-5 APPLIES TO PANri ED6E5 SUPPORTED BY FRAMIN6 WJABB25 AND REQUIRED Ibd COMMON(3)4;x0.162`) Ib'OC.EACH EDGE FACE NA',L BLOCKING AND AT FLOOR PERIN•ETBR5 ONLY.5PAGN3 OF FA5TENER5 ON ROOF SHEATHING PANS E06E5 APPLIES TO PANEL EDGES Fz- 10 BUILT-UP HEADER(2'TO 2'HEADER WIT-4 6'5PACERI Ibd BOX(s)y"x0.135•} i2"O G.EAG"EDGE FAGS Nv1!L SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKINS OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO W CS-6bc THE FRAMING Mt£M VERS NEED Not BE PROVIDED EXCEPT AS REGVIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE CON-INJOUSLY SHEATHE-' 5UPFLORTED BY FRAMING MEMBERS OR SOLID BLOGKiN6. iV WOOD STRUCTURAL PANE,_ 3/" SEE METHOD CS-HzP SEE METHOD CS-eOP 5-8d BOX(2 Ji'X0.1137;OR 1 INHERE A RAFTER 15 FASTENJED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS Z ADJACENT TO GARASE /g ;I CONTINUOUS WAVER TO 5-1,10 4-6d COMMON(2)4°XCIJ51"):OR TOE NAIL ON�-.XDE OF THE RAFTER AND TOE NAILS FROM THE CE&IN&,JOIST TO TOP PLATE IN P.000RDANG£WITH THIS SGNEDU.E.THE TOE NAIL ON F OPENINGS MIOd BOX(3'X0.:28' THE OPPOSITE-SIDE OF THE RATER SHALL NOT BE REQUIRED. Ibd COMMON(315'x0.162') Ib'O.G.FAGS NAIL W i2 TOP PLATE TO TOP PLATE IGd BOX(3"X0.128"),OR TABLE R8O2.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES 3'X0.131')NAILS 12"O.G.FACE NAIL N FROM WIND (ASD) (POUNDS PER CONNECTION) obcd8 f at CONTIM0.15S_PFLY sHeATHm 7�ba SEE SECTION 8602.106.4 SECTION"0210.6.4 8 C -160 OMMON(3 J"X0.162');OR EXPOSURE B Z PORTAL FRAME DOUBLE TOP PLATE SPLICE FOR SOUS A-D WITH SEISMIC 12-Ibd BOX(!!I X0.135'),OR F BRAZED WALL LINE SPACING<25' 2 12-IOd BOX(3"x0.1267;OR FACE NAIL ON EACH SIDE OF JOINT IF] I L� 12ULTIMATE DESIGN WIND SPEED Vult(mph) Q 3'X0.131-NAILS ETA (MNN:MUM 24"LAP U SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN 1 n•to x oJ2 ala. i3 130 mph i40 mph DOUBLE TOP PLATE SPLICE SDC1s 7 D,OR ;AND END JaNr> TR!155 SPADING (FEET) BRACED WAIL LINE SPACING>25'C, I D' ;2-16d(3 Y2^xO.H95") ROOF PITCH ROOF PITCH d Y2" or 25 n (far 12•t�9 0.12 d!.Hg) G5� 2 /32 for 1�•Torg x o.12 uta 3'EDGES b•FIELD <5:12 =5:12 <5:12 X5:12 CONTINUOUSLY SHEATHED maximum 16" (for'Na"thl�k-heaLnin STRI:GTURAL FIBERBOARD Ivanizea roorH.Hg rolls or 8d carmwn Ibd CO•MON(s 12'x0.662•) I6"OC FACE NAIL 12 5 BS 122 I I stud spacing (2 12"Hong x 0.I3+^ao)ron, 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST ORIbd BOX(3}2'X0135");OR I 122 112 157 146 BLOCKING(NOT AT BRACED WALL PANELS) g'XO,I5'")NAILS 12.O.G.FACE NAIL 24 14q 57 q2 f78 12'"O,G. 167 IS Ib 202 FOR 51: 1 INCH = 25.4 mm, I FOOT= 504-8mm,i degree = 0.0175 rad, 1 pound per s uore foot-47.5 N/m', I mile per hour = 0.44?m/s_ s-'6d BOX(315•X01557;OR 5 EACH Ib'O.G.FACE NAIL 2 1 5 55 240 0 9 P P Q ` 15 BOTTOM PLATE TO JOINT RIM JOIST,BAN?JOIST OR 2-Wd COMMON(3)-X0.162•),OR 2 EACH!6'OG,FACE NAIL 6 20 186 264 244 a.Adhesive attachment of Hall sheathing including Method G5,shall not be permitted ir.5el"Ic Des(gn Gategorics G,Do,D and D2. BLACKING(AT BRACED WALL PANELS) 4-3'X0.+5+'NAILS 4 EACH 16'O.G.FACE NAIL 42 230 211 G 278 b.Applies to panels next to garage door opening where supporting goble end wall or roof load onlu.Shall only be used on one wall \ 46 25 256 5u Of the garage_In Seismic Des;gn Categories Do,DI,and D2 roof covering dead load shall not exceed 5 psf. A 4-6d Box(( xo.n37;OR 12 26 117 Ib 1 O C.Garage openings adjacent to a Metnod G5-6 panel shall be provided with p header in accordance with Table 8602.5(!).A full 3-166 BOX(3 Ki"X0.135").OR 4-6d COMMON(2)5'x01317,OR TOE NAIL i q Cq 694 height clear Opening shall not be permitted to a Method CS-6 panel. 4-10a Box(3'X0.1287;OR 24 iq8 182 255 _ d.Method CS-51`5 does not I in Seismic Design Gate ones D D D :6 TOP OR BOTTOM PLATE TO STA 4-s"x 0.131 NAILS 2 222 203 287 266 e.Method applies to detoehead�ore and two-40dweilir9 in Seismic Design Categories D throw D onl ib"O.G. PP 9s 9 9 0 9N 2 `! 3-Ibd BOX(3�"X,11'9),OR 2 246 226 51 q5 2-.6d COMMON(3!5'X0.162"):OR END NAIL 270 •c47 351 325 3-IOd BOX(3'x0.126"),OR 2 306 281 qq 70 3-3•X0.191'NAILS 48 4 314 1 447 1 414 a- C3-IOd BOX M,X0.126");OR EXPOSURE G TABLE RSO-i.2 ^' IT HOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2- COMMON(3 Y2"X0.162^):OR FAGS NAIL -- DECK LEDGER CONNECTION TO BAND JOIST-j, 'C Dd'XO 1"}I'NAILS ULTIMATE DESIGN WIND Si�ED'✓✓It(mph) 3-bd Box t2±"X(7.113"):OR RAFTER OR ROOF SPAN I3O h 140 mph (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 P5F, SNOW LOAD < 40 P5F i6 2-bd COMMON(2)5'x0.1317;OR Tm P 2-tod BOX(3'x - ��• "f'd I'BRACE TO EACH STUD AND PLATE 0.1287;OR RUSS SPACING (FEET) JOIST SPAN Q O FADE NAIL 2 STAPLES 1 44• ROOF PITCH ROOF PITCH CONNECTION DETAILS V AND L.E55 bI"TO 6' B'1"To 10' 1 ICY TO 12' 1 12'1 TO 14' 14'1'TO Ib' 161 TO 18' d x 2z y <5;i2 >5:12 <5;12 >5:i2 Q 2-8d COMMON(2 rs'XO i31");OR ON-_ENTER SPACING OF FASTENERS P- I4 I`X 6•SHEATHING TO EACH BEARING 2 ST LE /3'X0628`);OR i2 IbI 151 198 186 30 25 16 I5 Is 11 10 INCH DIAMETER L,s.F>SCREW c,d FACE NAIL WITH}INCH MAXIM"SHEATHING 2 STAPLES,1'GROW(Ibga.,l�i'LONG 20 iq5 257 242 w .,.J 24 256 9 317 298 }INCH DIAMETER BOLdT WITH I INCH 36 3a 29 2a 21 !q . W 9. > �L 3-8d Box(2 "XG.I13"1;OR MAXIM)"SHEATHIw1 28 289 269 358 335 Y 3► 3-bd COMMON[212"x0.!31");oR 12"O.G. j INCH DIAMETER BOLT WITH I-INCH 3-IOd BOX(3'X0.128");OR MAXIMUM SHEATHING 2 321 2 9 98 73 a '•'6 36 29 24 21 16 Ib 5 STAPLES,I'CROWTL 1".1 35"LOW 6 5 329 455 Olt FOR SI:I hKh-25.4 mm,1 Fact aw4b mm,1 pound per scI., foot•00479 kPa 20 1'X 8'AND WIDER SHEATHING TO EACH BEARING WIDER TMAN1 1'x 6" FACE NAIL 42 4O 5 499 468 O Ladgero sMil Ix flashed n accordance NIM Section R703.4 to pr+aveM avatar From conVocbng the Muse band joist. 6r aj 4-td BOX f2 j'X0.113');OR 4 450 4:0 560 524 b.SroN lone aholl rot he oseunled to act concumantly with INC load. s-td COMMON(2 exa!31");OR l2 214 201 263 247 c.The tIp of the lag-craw shall P"lly extend beyond+he Inslde face of the bard)oast s-lad Box(5'X0.128");OR I 277 251 342 22 d 5heothb)q shall ba wood structural pmal or solid saHn Iwrbx y a SheothMg shall be parmltted to be wood svuctural po<Iel,gypsum board,flberboord.arbor oe foam sheath". 4 STAPLES,I`GROWN,Ibga l/"LONG 24 O 18 422 96 up at I.9 thIc thickness of stockad wosMrs shall eI at L ttted h substitute for up to I/2-itch of allowable FLOOR I6"O G 2 3 4 758 4"16 sheathing thlcknese wham combined with wood palel or h+Hrlbar sheathing. 4-bd BOX(2}'X0 Ns7;OR 32 427 q,5 529 6 21 JOIST TO SILL,TOP PLAT E OR GIRDER 3-td COMMON(212"Xa13I• oR 36 469 438 503 47 3-lod BOX(3"x0.128•);OR TOE NAIL .2 53 49q 664 622 3-3'X0.131"NAILS 48 599 554 745 6q7 TABLE 850?.2.1 ALLOWABLE DEFLECTIONQF STR�lOTt1R�A'_MEM@�85a A5 PEP 8d Box(2 'X0.113") 4"O.G.TOE NAIL 22 RIM JOIST,BAN?JOIST OR BLOCKING TO SILL OR TOP 6d COMMON wi1-Xo 13!•),OR PLACEMENT OF LAG 50REH5 AND BOLTS IN DECK LEDGERS AND BAND J015T5 TABLE R301.7 OF THE 2015 INTERNATiONA.�_ -IDTF�,AL CODE PLATE(ROOF APPLICATIONS ALSO) ;Od Box(3-Xo.1267;OR 6.00.TOE NAIL FOR Si: i INCH = 25.4 mm, I FOOT= 304.Bmm.I MILE PER HOUR= 0.447 m/s, 3'XO.:31"NA;LS I POUND =0.454kg,I POUND PER SQUARE FOOT= 47A Wm',I p!f 14.6 N/m MINIMUM END AND EDGE DISTANCES AND SPACING BE-WEEN ROWS x 5TRUGTURAL MEMBER ALLOWABLE 2-eld COMMON(2-2'x0.13!•),OR a.THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF TOP EDGE BOTTOM EDGE ENDS ROW SPACING DEFLECTION 23 I'x b"5USFLOOR OR LESS TO EAG,JOIST 3-I06 BOX(3"XU.12B`):OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G.FOR EXPOSURE D,THE UPLIFT RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 2 STAPLES.t"GROWN.Hbga.)s/H'LONG CONNECTION FORGE SHALL BE SELECTED FROM THE EKPOSURE G PORTION OF THE LEDGER' 2 INC 5/a INCH 2 INGHESb 15/6 INGHESb WITH NO FINISHED CEILING ATTACHED TO 3-16d BOX M)5'X0.1357;OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED.THE AITH N� 24 2',riIlBr-L0p(R TO JOIST OR GIRDER BLIND AND FACE NAIL BAND J015Te !s b 2-Ibd COMMON(315'xo.lb2•) ADJUSTMENT COEFFICIENTS IN TABLE R301.2(..)SHALL NOT BE USED TO MULTIPLY THE /4 INCH 2 INCHES 2 INCHES 1 sj6 INGHESb 3-16d BOX(3)2'xo 1357;OR TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF INTERIOR WALLS AND PARTIT!ON5 H/180 25 2"PLANKS(PLANK tBEAM-FLOOR a ROOF) AT EACH BEARING,FACE NAIL HEIGHTS FOR S1:1 INGHs254 MM FLOORS L/360 2-ibd COMMON J5•XO.I62"7 S.6ERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER M ACCORDANCE WITH FIGURE RSM'2 I(U. ^'----+---� - bd COMMON xoJ62 b.THE UPLIFT CONNECTION FORGES a LAG SGRENS OR BOLTS SHALL BE STA INCLUDE AN ALLOWANCE FOR ROOF AND CEILING b. MAx7MIJM 5 INCHES. CEILING WITH BRITTLE FINISHES(INCLUDING 26 BAND OR RIM JOIST TO JOIST 4-10 BOX(3 X0.126'):OR ASSEMBLY DEAD LOAD OF 15 P5F, c. FOR EN61R EEIRED RIM JOISTS,THE MANUFACTURERS RECOMMENDATIONS SHALL 6OVERN. _/360 _ 4-5"X0.15+'NAILS:OR END NAIL e.THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMM UM ROOF d THE MIVMD151AWE FROM BOTTOM ROW OF LAS 51-REM OR BOLTS TO THE EDGE OF THE LEDGER 5N.ALL BE IN ACCORDANCE WITH FIGURE R501:IN. PLASTER AND STUCCO) 4-3"X 149o.STAPLES,J'CROWN OVERHANG OF 24 INCHES. CEILINGS YNITH FLEXIBLE FIN5HE5(INCLUDING _A - RAIL EACH LAYER n_rorL�. _/240 d.THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE GYPSUM BOARD) _ god COMMON(4 xo.w27:oR 32'o.G.AT TOP AND BorroM ALL OTHER STRUCTURAL MEMBERS L/240 AND f-FACE N MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING TABLE: R402.14 -2015 INTERNATIONAL ENERGY CONSERVATION CODE Lod Box(3"x0.126");OR 24"O.G.FAGS NAIL EF TV CORNERS. EXTERIOR WALL5-WIND LOAD'WITH PLASTER OR H/360 27 &11LT-/1P GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3'X0.131'NAILS AND BOTTOM STA66Elu�ON e,FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH,THE TABULATED AND: OPPOSITE-IDES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70.THIS EOUIVALENT U-FACTORS STUCCO FINISHES 2-20d COMMON(4'X0.1-2");OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED _ EXTERIOR WALLS-WIND LOADS'WITH OTHER H/240 3-40d BOX(3•X0.126");OR AT EACH SPLICE FORGES. CLIMATE ZONE 3-3"XO.Isr W NAILS f.FOR ALL TO WALL AND WALL TO FOUNDATION CONNECTIONS,THE UPLIFT FENESTRATION SKYLIGHT CEILING FRAME WALL MA55 WALL FLOOR BA5EMENT WALL CRAWL SPACE BRITTLE FINISHES 4-Ibd BOX I's;'XOI35'):OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE 1.1-VALUE U-VALUE WALL IJ-VALUE EXTERIOR KALL5-WIND LOAD5'WITH FLEXIBL` H/f20d 2 LEDGER STIP SUPPORTING JOISTS OR RAFTERS 5-16d COMMON is 6"X0.1627;OR AT EACH JOIST OR RAFTER, WALL ABOVE. FINISHES- 4-40d N 4-IOd 50"13•X0.128•);OR NAGE NAIL 4-3"xo.t3l NAILS LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND AND SPEEDS g 4 EXCEPT LINTELS SUPPORTING MASONRY VENEER WALL5e L/b00 29 BRIDGING-TO JOIST SHALL BE PERMITTED_ 0.35 0.55 0.026 O.G60 O.GgB 0.04'( O.CSq 0.065 2-lad C3"xo.1267 EACH END,TOE NAIL h.THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED MARINE NOTE: L=SPAN LENGTH,H=SPAN HEIGHT TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 5 MARINE D 4 0'32 0.55 0.026 0.060 0.OB2 0.033 0.050 0.055 a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN,THE WIND LOAD SHALL BE PERMITTED TO B�TAKEN AS AS MAX. AS 0.7 TIMES THE COMPONENT AND CLADDING(A5D)LOADS MAX. TABLE 8602.3(3) OBTAINED FROM THE TABLE R301.2(2). PRCPOSEC A5 MAX. -V.LF• _V.LF. -V.LF. A5 MIN. A5 MIN. AS MIN. N/A AS MIN. , FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE b WOOD PANEL WALL SHEATHING FASTENING SGHEDULEaba THE LENGTH OF THE CANTILEVER. C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN MINIMAII.1 NAIL MINIMUM HOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGNN6 ULTIMATE DESIGN WIN,'D ROOFS OTR WALL5 OF SUNROOM ADDITIONS OR PATIO STRUCTURAL PANEL THICKNESS STIR SPAGINL5 SPEED VU T(MPH) 51ZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD HIND EXPOSURE CATEGORY GONERS,NOT 5UPPORTING EDGE OF GLASS,THE CONTINUOUS ALUMINUM STRUCTURAL MEMBERS 5UPT'ORTING EDGE OF nNCHEs) RATING (INCHES o.c.) pNGtES o.CJ B G D GLASS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED bd COMMON.111) TABLE: 8402.!.2 - 2015 INTERNATIONAL ENERGY CONSERVATION GODS L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE e'd X0.113") 15 24/0 3/8 Ib 6 12 140 115 ILO bd MO" 17s 24/;6 ;/� Ib 6 !z no Lao 13s INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT LENGTH OF THE MEMBER,WHICHEVER IS MORE STRINGENT, (2s xolsl) FOR SANDW!GH PANELS USED IN ROOFS OR WALLS OF 24 6 12 Lao IIS Ila SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD FOR 51:1 Men=25.4 mm.I MILE PER FLOUR:0.44'1 Ms MAXIMUM GLAZED MINIMUM DEFLECTION SHALL NOT EXCEED_/120. a PANEL sTREN&TH Ax15 PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-1'l.Y PLYWOOD SHEATHING WITH STA SPAGiN5 MORE TUN Ib' CLIMATE ZONE FENESTRATION 5KYLI15HT FENESTRATION r d_ DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH A N PERPENDICULAR OI &WAFT. CEILING WALL MA55 WALL FLOOR EASEMENT WALL SLAB R-VALUE CRAWL SPACE BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE o.TABLE SPACING ON WIND PRESSURES LL I TOWARD AND AWAY FROM BUILDING SURFACE''7N AGGORDANGE'raTN SEGTON R501�. U-FACTOR" U-FACTO S'1 'C b'e R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE e 4 DEPTH d WALL R-VALUE e 5OAR.V FINN of H/180. LATERAL BRACING REQUIBEMEIVT5 SHALL BeBE 1N ACCORDANCE WITH SECTION Rb02-10. e. REFER TI SECTION,703.8.2. I, WOOD STRUCTURAL PANELS WJTH SPAN RATINGS OF WALL-16 OR HALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 4 EXCEPT 20 OR 10 CONT.OR 10 DONT. OR SPAN RATIN& PLYWOOD SIDING RATED 76 O.G OR 24 OG.SHALL BE PERMITTED AS AN ALTERNATE To PANELS WITH A 2an6 SPAN RAnNG, MARINE I 0.35 0.55 .4 5 00 4q i3 + 5� 8/13 111i3 CAVITY 10/2FT. ;3 CAVITY WALL-Ib AND PLYWOOD SIDING 16 O.G.SHALL BE USED WITH STUDS 5PA-t>NOT MORE THAN 16"ON CENTER. D4 0.32 0.55 N� 4q 20 OR h 1 g 15 GENT. OR 15 CONT.OR MARINE 13 + 5 3/17 30 Iq CAVITY 10/2FT. Iq CAVITY PROPOSED A5 MAX. -V.LA5 MAX. AS ?AX.F. A5 MIN. AS MIN. AS MIN. AS MIN. N/A AS M!N. AS MIN. " REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES - CONT NUOU5 BEAD SEALANTMANLIFAC /�/ —EXISTINGG VE�NTIILLATION BAFFLE � NSULATAV AIR SPACE FLOOR(ASSEMBLY j (FULL WIDTM ATTIC INSULAITON � IION TABLE 8402 4.1.1 - AIR BARRIER AND IN%I A70N INSTALLATION NTINUOUS MINIMAL IONAL - - EXPANDIN6 FOAM AT / CITY INr�JLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA WINDOW PERIMETER ANDIN6 FOAM AROi/Np A GONTINUOU5 AIR BARRIER SHALL BE INSTALLED THE PERIMETER OF LOOSELY IIN THE BUILDING ENVELOPE --'- GUT'RNID INSULATION HVOUS BEAD GENERAL FZEOJIREMENTS !THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED AS ILIN6 GYPSUM BOARD 1 OF SEALANT CONTINUOUS' AIR BARRIER A SEALING MATERIAL AS AIR BARRIER �'R1610 INSULATION BREAK5 OR JOINTS IN THE AIR BARRIER SHALL BE EASTiN4 BAwSEALED INDOW UNIT A5 �r BEAD RETROM►ant 1 V2'Rl&V Msu.AMON SULATED ` ---EXTERIOR IN ------- — --. SEALANT 4 e•� KALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT ItugJSBETHE INSULATION IN ANY DROPPED CEILING/SOFFIT AIR BARRIEBEADSHA CEILING%ATTIC LL BE AL;6NED WITH THE INSULATION AND ANY Or SEALANT GAPS IN THE AIR BARRIER 5HALL BE SEALED CONTINUOUS MINIMAL 11MN�OFKE Ani��CAr�1E ANDS 5HALL BE ALiEiNED WITH THE AIR BARRIER ACCESS OPENINGS,DROP DOWN STAIRS OR KNEC- WALL DOORS TO UNGONDIT'IONED ATTICS SPACES EX'PA•1DIN6 FOAM AT ---GONTINUOL15 MINIMAL xa1..S/a`.r 514ALL BE SEALED WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND 5iLL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME B:SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE GONTINXXJr BEAD "6YP5UM BOARD �A4�RECESSED LIQ WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF GAV TY WITH A MATERIAL HAVING A THERMAL RESISTANCE SENT X4 BLOCKING ENGLO� EXTERIOR WALL5 TO BE SEALED OF R-5 PER INCH MINIMUM ATTIC INr TION � _.- EXTERIOR THERMAL ENVELOPE NSULATIGN FOR FRAMED ! NTINUOU5 BEAD -� EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALL5 SHALL BE INSTALLED IN SUBSTANTIAL CONTACT ! ��DEAD UNIT AS --- - � AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER � OF SEALANT AIR BARRIER ,m EXTERIOR WINDOWS,SKYLI6HTS,AND DOORS THE SPACE BETWEEN WiNDCW,/DOOR JAMBS AND L LkIOR FRAMING,AND 5<YLI&HT5 AND FRAMING SHALL BE CONTINUOUS MINIMAL WALL _ ——_- ----- SEALED EXPANDING FOAM AT SHEATHING WINDOW PERIMETER ANDIN6 FOAM SEALANT „-- AT PERIMETER -- - - - -- 2-SIW COR/!R WITH 1x4 BACXM �BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE XR BARRIER i RIM JOIST SHALL BE INSULATED C41'OF SEALANT nNUOM W-40GEILINS (FLOOR MAMIN5 CAVITY INSULATION SHALL BE INSTALLED 5-00006 b.34•`1 4 ESSED L16H'T FIXTURE FLOORS(INCLUDING ABOVE GARAGES dI THE AIR BARRIER SHALL BE �NSTALLED AT ANY ITO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE it BES I I �op NUOUS BEAD CANTILEVERED FLOORS) IEXPOSED EDGE OF INSULATION OF 5UBFLCOR DECKING,OR FLOOR FRAMING CAVITY E IN CONTACT KTH OF SEALANT 1 IDHI�IVE iTHE TOP 5 E Or SHEATHiNO,OR COSULATION SHALL BE PERMITTED ToN INUOUS INSULATION I BEAD ARtYNJ15ATiQl$®116MN9NATTw OF SEALANT I (INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL NUOVS SILL SEALER � � -RILL WIDTH OF MUDSILL NJOVS BEAD baooa 6ca1e, 4•.I p � c I PERIMETER FLOOR FRAMING MEMBERS ---FOUNDATION WALL { OFADHESIVE (NTN 1 BEAD CRAWL SPACE WALL5 EXPOSED EARTH IN UNVENTED CRAWL SPACES TO JHHERE PROVIDED INSTEAD OF FLOOR INSULATION, AS AIR BARRIER OF SEALANT BE COVERED WITH A GLASS 1 VAPOR RETARDER INSULATION SHALL BE-PERMANENTLY ATTACHED TO THE NGRETE SLAB AS I WITH OVERLAPPING JOINTS TAPED CRAWL SPADE WALL5 o AIR BARRIER —' ------- - - SHAFTS/ DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE ! ,--FLOOR A55EMMY tN6 A5 REQUIRED PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE TO BE SEALED J e n o CONTINUOUS SAD NTIIIJOIJr�� YF5l1M�,�BOX -- j BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT,OR SEALANT G�SEALANT ENGl.OfiURE NARROW GAVSTIES !NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT 11 PI - rZILINC, C INSULATION -- ON INSTALLATION READILY CONFORMS TO THE AVAILABLE _ _ __ CAVITY SPACE JOTS�INTESREIOR NTBEADGARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED ISPACE 6YMSUM -- — -- - _ WALLBOARD AS BARRIER T r RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDIN6 THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL 13E SEALED AND GONGEPIUAL AIR SEALING STRATEGY /! CONCEPTUAL AIR SEALING STRATEGY // WNCEPTUALARSEALWOSTRATE®Y TO THE DRYWALL AiR TIGHT AND IG RATED LOWER WALL 5EGTION UPPER WALL 5EGTI ON AT�FLOOR DAM J0"T _ — PLUMBING AND KR!NG BATT INSULATION SHALL BE GUT NEATLY TO FIT �� 1 n 1 1 S 07011 b+5 4^' AROUND WALL5, HIRiN LAND THAT O I INSTALLATION 5-02002 Scale:3/4 = I -O 5-02005 Scale:3/4 = I -O AT PERIIMEETER SEALANT READILY CONFORMS TO AVAILABLE SPACE SHALL N ��� EXTEND BEHIND PIPING AND WIRING SEALANT _. YWALL CEILING e THE AIR BARRIER INSTALLED AT EXTERIOR WALL5 - �"LAYERS BOARD SHOWER/TUB ON EXTERIOR WALL ADJACENT TO SHOWER5 AND TUBS SHALL EXTERIOR WALL5 ADJACENT TO SHOWERS AND ?U LAYERS�"RI61D INSULATION ESSED LIGHT FIXTURE TUBS SHALL BE INSULATED INSTALL V R161D INSULATION INSTALLED DURING FRAMIN6 SEPARATE THEM FROM THE 5HOWER5 AND TUBS GUT TO FIT BETN�N THE ELECTRICAL/PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND RAFTERS FROM SEAL BOTH AN SWM ATfMDe96WL81RNSNATM EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR I'R161D INSULATION SIDES ALONB RAFTER WITH ROVC44 CUT AROUND EXPANDING FOAM SEAA.A6lT - _ AIR-SEAL BOXES SHALL BE INSTALLED VENTILATION CHUTE MAINTAIN EQUAL VENT SPADE / 5-02W Scab.D/4•-1W HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE (DING -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RI61D INSULATE EXTERIOR 500T5 THERMAL ENVELOPE SHALL BE SEALED TO THE WITH EXPANDING �--ATTIC INSULATION EX- 5UBFLOOR OR DRYWALL FOAM SEALANT / � EOR WALL / INSTALL I"R161D INSULATION SHEATHING — WHEN REOUIRED TO BE SEALED,CONCEALED FIRE --�-- VERTICALLY TO CONNECT CONGEALED SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER INSULATING SHEATHING TO RI61D 'U�T'b eolot9e MTM Moo I�AT10N — INSULATION BAFFLE. - - THAT 15 RECOMMENDED HE THE MANUFACTURER. FOAM SEAL BOTH JOI CAULKING OR OTHER ADHESIVE SEALANTS SHALL s-0c00T 5.914•r-0 NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALL5 OR NTII2JOIJr BEAD — CEILINGS OF SEALANT --- R1610 INSULATION NUOUS BEAD `--EXTERIOR INSULATED I OF SEALANT V:t)NT I>Ij'RI61D INSULATION DE BLOGCIN6 ATWALLOR INSULATED STUD CAVITY AT SHOWERWALL AT EXTERIOR WALL 1•M610 rtOULAT10N A5 Arnc EAVe M PLE COT 1•exTmoR#6MATION StENMA"AS ANT BEAD OFI 1 OR SHEATHING MATERIALS R- AROUtO MA•LPACTUR®VENT Arno CAVE DAYLE AND V$fr O INSTALL ATION OF �A��>=5s-01006 e.7/a•.P-0• bI FI E UNIT `4'•I' ! IEMENT BAGKERBOARD I MATERIALTUB SURROUND FINISHTUB UNITT1LF 51JRROUND FINISH f NT BAGKERBOARD { BUILDING BOARD N5TALL 1'KI61D INSULATION \-Tue SURROIArDAT BOTH HORIZONTAL AND PROVIDE BLOGKIN6 AT I BEYOND - GYPSUM WALL BOARD 1y2") 0.45 DRAINA6E VERTICAL POSITIONS NSULATED EXTERIOR ! STUD CAVITY AT TUB(LEAVE Q GAP FOR EXPATDM&T"OAW Z�STUD WALL AT EXTERIOR WALL NTINUOUS BEAD GYPSUM WALL BOARD (5/a") 0.5625 THIN PROFILE WALL SHEATHING OF SEALANTINSTALL EXPANDING FOAM IPLYWOOD Q/2") 0.62SEALANT AT INTEMIONAL GAPS --EXISTING FLOOR I ! INSUI ATED E W 1 SHI PROGi� PLYWOOD(3/a"I 0.44 AT 1'RI61D INSULATE -- CONflN0005 BEAD OF ASSEMBLY I 1SEALAV1TY INSULATION ! IRd10US BE BEAD OF OF SEALANT MINIMUM!DRIP 1 T - iNAT�JF.5HOYd°R I SCLANT i I SIDING -- - P RI61D INSULATE i PAN ALUMINUM/VINYL 51DINO (NOT iN5ULATED) 0.61 SOFFIT G AND(N6 FOAM ANDIN&FOAM --.-- -— _ -----HOOD FLOOR ASSEMBLY— ALUMINUM/VIM'L SIDING �'y" INSULATION) 1,80 FRAME FLOOR _ I ASSEMBLY — ! FLOOR ABLY FLOORING - aa%&ATW cANnLeveR FLOOR a HARDWOOD FLOORING (3/4") 0.68 CAVITY WA.!_ATION MTH 1•M840 60MATIOEA 5-0IOM AIR SEALING BB1Hb 9F+Ov0i32 WITH- NR SEALM6 AT P1A'TFAW FOR MAM.PAGTVt® NR SEALING r�Taw Tlb tVlTtt TILE -_---- -_-- 0-05 IPIR�LACe AS9CFElLY T7NN-PROFILE SFEATtN1tE//SEGnON CARPET WITH FIBER PAD 2.Ob �TTEG INSULATION 5-01007 1,.5/41•I-0' �OO eiO1°'�° 'r-o' S-olooa • /4'•1'-0' CARPET WITH RU RUBBER PAD 1.23 I C.EILIN&FRAM( 5!eATH INTERIOR OFLOOP.6RIl.LE AIR SPACE RIGID ATTIC ACCESS R ----FLOOR � LEGTRIGAL WIRE ` (� CE Off" UP TO 4') I.DO I n a1'OF INSULATION - LEVEL PLUMBIN6 PI"— /-`Ae FLOOR ----TOP PLATE ROOFING -- -`- AC-CESS PAWL =--- 1, 1 1)I 11 ASPHALT SHINGLES ----- 0.44 ACCESS PANEL - 5NU6 WITH PERIMET77i EXPANDING FOAM ATED FLEXIBLE DUCT ANDIN6 FOAM �G� HOOD 5HINGLES SCREWS SEAIANT 7TIE%AT INNER LINER SEALANTTRIM AS REQUIRED AT INNER LINER - OUTER LINER STUD CJS z 0 ----- --� - - INISH GEILIN6 WALL 5 Q• I y 3 DOOR5 - ID I> '} 2 WOOD,SOLID GORE(1 3/4") 2.1-7 UU K U-1o> L. INSULATED METAL DOOR (2") 15.00 NR SEALING AT ATTIC HATC41//PINSH 56Fd5.6 AIR SEAL AT TOP PLATE PIPE PEWTRATION AMSEALAT DUCT COOT AIR SEN.AT TOP PLATE MM-TWC.ANL PENETRATION -- 5-7702 .5/4••r-0' (p •'3 r _ 501079 awes a•`1 4•-r o• a 4••T /�� y,�P POURED CONCRETE PER I" _�- 0.0956 - HURRICANE ANCHORS MANUFAGTURB?BY SIMPSON 5TRON6-TIE CONNECTORS MODEL No.M23A OR APPROVED 5WIVALENNT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN DO NOT ALIGN WITH STUDS WALL STUDS a Ib"O.G. Cc.COIL STRAPPIN& KANUFAC'TURED SIMPSON STRONG-TIE CONNECTOR jI NG " BY SIMPSON TI CONNECTORS +*tt2 TO BE USED WHEN l MIN. EDGE RAFTER ALIENS WITH STUD DIFFERENCE MODEL No,0516 OR APPROVED EQUIVAt.B1T USE A MINIMUM OF TWO bd NAILS T1415 SIDE WITH A \ I TOTAL OF FOUR INTO RA BOTTOM PLA RIM JOIST 0 1 � •\" o o ROOF RA i v` V DOUBLE TOP PLA I i � 5/$"4)x12" STEEL ANCHOR I ' I BOLTS AT 3'-0" O.G. MAX. MIN EMBEDMENT OF 1" \'1 TUD PLATE TIES MARFACTURM BY SIMPSON14 STRONG-TIE CONNECTORS MODEL No.RSP4 SEE PL.� OR APPROVED EQUIVALENT AT EVERY STUD SVB FLOOR TO PLATE CONNECTION WEN RAFTERS DO NOT ` WITH STUD FLOOR JOIST ALIGN STUDS o Ib'O.G. ° I 4 TWO ° 16 6a.COIL STRAPPING MANUFACTURED bd NAILS 1ME C INTO PLATES y 19Y 5PSON STRONG-TIE NOTE: MODEL No.0516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE 111,15TALLED A5 PER MANUFACTUR°S IGHHT bd NAI15SPECIFICATIONS AND NY5 CODE INTO STUD'' WALL STUDS• Ib`OG. ROOF STR,�PPIN6 DETAIL NGHOR ALT DETAIL1po--\ALL 5TRAPPINC DETAIL �— SCALE: 3/4" = 1'-4)" .3 " SCALE: 3/4' = I'-4)" USE SIMPSON Z-MAX OR W&CON NMTORS TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION NU A40 LUMBER. PROVIDE HOLD DOWNS AT WALL STUDS a Ib"O.C. ALL CORNERS AND BOTH HURRICANE ANCHORS MANUFACTURED BY SIDES OF OPENINGS 6' 5011PSON STRONG-TIE CONNECTORS OR GREATER IN WIDTH M ODEL W.L55ML55U210 OR EQUIVALENT AT EVERY RA=TO RIDGE CONNECTION WHEN RAFTERS DO NOT AL16N DOUBLE 2X STUD-\ HURRICANE ANCHORS TIANUFAGTURI D E3 f ° SIMPSON STROW6 TIE CONNECTORS RAFTERS ° (i SIMPSON HDU5-5052 EOUIVALENT ATTO_.�EA PPROVW __-11 MODEL No. n ° BOTTOM PLA ✓ i CONNECTION P*M RAFTERS AL*N ° RIM JOIST � iZl D o ' v SUB FLOOR HABE ALL 5TRAPPING TO Ii FLOOR J015T INSTALLED AS PER MANUFACTURES IF RAFTER SILL PLA SPE0IFIGAT10tr5 AND NY5 CODE HIP CORNER PLATES MANUFACTURED TERMITE SHI Ib 6a.STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS FOUNDATION WALL BY swrsoN STRONG-TIE M GOEGTOR5 MODEL No. HRCIZI FOR 2x MEMBERS No.0516 OR APPROVED EOUIVALE 17. STRAP TO HAVE MIN.12'BEARING ON THE STUD OR APPROVED EQUIVALENT INSTALLED AS ANID HNf2AP UNDER SILL PLATE AT FOUNDATION. ANUFACTURES SPECIFICATIONS II "A'STL.BEARING PLATE MAINI FACTURED 5Y 51MP50N STRONG-FIE CONNECTORS MODEL No. LBPSks OR APPROVED EQUIVALENT nRI DO E STRAPPI NC DETAIL IGAL 3b"x12"HOOKED ANCHOR BOLT 5/b' THREADED STEEL RO 3 SCALE: 3/4" : 1'-0" -•V-0'O.G. -W/7"MIN.EMBEDMENT INTO CONCRETE SIMPSON HDU5-5052. WITHIN 6-12'OF EACH END OF PLATE nPOUNDATION 5TRAPPINO DETAIL DOUBLE 2X 5 3 SCALE: 3/4" = 1'-0" 51MP50N HDU5-SD52. HURRICANE TIES MANUFACTURED BY WHEN NOT ALIGNED WITH RAFTER, HOOKED ANCHOR BOLT ,425 ORM PTRO VED E G IVALETORS MODEL CONNECT KING STUDS TO TOP PLATE, NO.H25 OR APPROVED EQUNALENT AT EVERY SEE ROOF STRAPPING DETAIL NRAP is 6AL5.20 6A.COIL STRAP MIN. 12" PENETRATIO RAFTER TO BEAM CONNECTION BOTH 51 TOP OF TOP PLATE it NAIL INTO FOUNDATION HIP CORNER PLATES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS ROOF FRAMING e MODEL No. HCP2 FOR 2x MEMBERS AND No. HGP4 FOR 4x MEMBERS OR ` APPROVED EQUIVALENT INSTALLED AS r MANUFACTURES SPECIFICATION - _ f -- -- - - -- - — IF i{ L OUBLE TOP PLATE rv= —CRIPPLE vowLe TOP PLATE � ROOF RA ° ° / WALL FRAMIN6 POST GAP MANLFAGTUREC BY 51N F"30N1 ° STRONC-TIE CONNECTORS MODEL NO.BG52 OR APPROVES)EQUIVALENT INSTALLED i II AS PER MANUFACTURES SP50FIGATION5 i JACK DECORATIVE COLUMN COVER STUD' FULL LENGTH 4x4 I i Q J 1 RAFF I NO DE I L WAIL STUDS COLUMN J ii SCALE: 3/4" I'-o' FRAMED OPENING FOR NEW I 3 WINDOW OR EXTERIOR DOOR + { = USE 5IMP50N Z-MAX OR HDG CONNECTORS TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/ AGO LUMBER. q I I N 4 HOLD DOWN DETAIL P.COW. I TF — � — — I T_ T NOTE �3 6 U ¢ UPLIFT CONNECTION 15 R>rOUIRED Q I I I I I AT EACH END OF THE HEADER AND AT COLUMN BASE MW FACTORED BY a Q r NO UPLIFT CONNECTORS BOTTOM OF HEADER STUDS IN ADDITION SIMPSON S1RAN6-TIE MODEL v I I I REQUIRED TIS AREA I I I TO CONNECTORS AT WALL 57UD5 AND No.050445052 INSTALLED 'd UJ -,, ZZ AT TOP AND BOTTOM OF CRIPPLES. AS PER MANUFACTURERWS fL !=! I I I I I I I Z SPECIFICATIONS OR APPROVED U1 0 n EWIVALENT /� AP P.CONC.C EEK WAIL �Q. 5 6 Co.STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS USE 51MP50N Z-MAX OR HDRS 6 CONNECTORS MODEL No.0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RE515TANCE STRAP TO HAVE MIN.12"BEARIN6 ON THE STUD FOR ALL HARDWARE IN CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. Nv Ata LUMBER 8 PORCH STRAPP I NC DETAIL M UPLIFT CONNECTOR DETAIL 3 50ALE: 3/4" a I'-0"