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Home My WebLink About49072-Z o�QSUFFO Grp Town of Southold 11/16/2023 a �� P.O.Box 1179 y x 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44731 Date: 11/16/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1290 Sterling Rd.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2022 pursuant to which Building Permit No. 49072 dated 3/31/2023 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: additions and alterations to existing single-family dwelling as applied for. The certificate is issued to Mantione Jr,John&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49072 9/5/2023 PLUMBERS CERTIFICATION DATED 10/14/2023 VXnnis Frank hor' d Signature oSUFFoi,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE • SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49072. Date: 3/31/2023 Permission is hereby granted to: Mantione Jr, John PO BOX 345 Cutchogue, NY 11935 To: construct additions and alterations to existing single;family dwelling as applied for. At premises located at: 1290 Sterling Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 104.4-13 Pursuant to application dated 8/31/2022 and approved by the Building Inspector. To expire on 9129/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $246.40 CO-ADDITION TO DWELLING $50.00 Total: $296.40 Building Inspector pF SO!/T�ol 0 Town Hall Annex Telephone(631)76.5-1802 54375 Main Road P.O.Box 1179 Jamesh -southoldtownny.gov Southold,NY 11971-0959 QIyCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mantione Address: 1290 Sterling Road city:Cutchogue st: New York zip: 11935 Building Permit#: 49072 Section: 104 Block: 4 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Absolute Electrical Electrician: Russell Castaldo License No: ME-4440 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Sump Pump Other Equipment: 1 Generator Interlock on main panel 60amp breaker Notes: BATHROOM/LAUNDRY ROOM Inspector Signature: Date: September 5, 2023 1290 Sterling road bath rm ��pE SObfyo . Telcphoac(631) 765-1802 Town Full Annex F 3 i)765-9502 54375 Main Road i _ P.O.Box 1174 VIE� � Ej Southold,NY 11971-0959 � r OCT 1 7 2023 f BUILDING DEPARTMENT TOWN OF SOUTHOLD �cT-r I .dD1f1�I�DEd'T. CERTIFICAI10N Date: Building Permit No+U o 7 Owner: " (Pleasc prints - - - Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. i lum rs Signature) Sworn to before me this day of C� , 20 �'3 DwelT F*0 Nobry Public M ofN&W YA No.00164b*8,SuffolkCougty- ' Ca MMbnExposeMerd23,= Notary Public, �� 0unty SOUtyO� TOWN OF SOUTHOLD BUILDING DEPT. coulm, 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 RE ARKS: 4v Cv nM/ DATE D `�OY INSPECTOR OF SOUTyo� ` l o C/ ) OL V # # TOWN OF SOUTHOLD BUILDING . couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION ( � [ ] PRE C/O [ ] /RENTAL REMARKS: DATE 6 1-7 INSPECTOR YINrF SO�lyolo # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPECTION [ XFUNDATION 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: �J, 6 Aq - 0 a WL DATE INSPECTOR �oSqjo /' # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,��' 631-765.1802 INSPEC ON [ ] F UNDATION 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 [ ] RE C/O [ ] RENTAL REM RKS: DATE �O INSPECTOR OF SOUTyO� 1& 70 } TOWN OF SOUTHOLD BUILDING D T. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: bift DATE 7- 1 d3 INSPECTOR �pFSOUIy TO 7 # O# TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: og to In mat" DATE 022 INSPECTOR CAUTION Portable generator on AWARNING: This Equip)r Generator inlet box loci Designed and Tested by Squo Performance Levels Which j at of buil( ® Underwriters Laboratories Stl Use of Other Than Square D Circuit BreaKers May Adversely Affect User Safety, Impair Reliability and Will Void the Warranty. o I . W 4 � = - W Z ` O O cg"== u z o om ^zo j W C�W� OZujp NV �J1u RA �dW a O N `amWa Ewa. " � mo c W N o�s"Wn w�Wc LL iJ G^ i i � U zooms ow�o LL = Ld cy U Q Jr. UJ z - - - O Z 11 Ye �x _ W K (n © ^KriclkNAd a , L N E.W9cc, a, ■ - 0 v ��Ski Y.G. m 0 i� pled�ue1e 4f� m lei a ti sP eea�6 1 no,S aesfl oaaax3eis'salio;eaoQeenbg1 V 41as,aAp ejla� si a e,enb 4M slam 1 s,ajjjM,a�aUlO 10 teW wawa nb3 S,til, PVee e o"aa asfl NIN�yM C,,,� ��,., cn��b M.s •ten-�k �.. ..j " __ T �� ,..��5 tt A .�. _w R ' SK sit Sri 404 z ' r -. � t y c' } 0 fi 3. g i• - _ ter• - � .. -r t'- r"• �- r ii"�� III � �s 9 �� 54p� � By,� • � sk �y'b Al If •( +? �. ��4 -�' '� `.ram�' - , y Mnl;s,S+" 4 . 4,4 - 1� -aaN�►� - _- `�F��`� _ "K10 � yr. t � � t,y�,, ,,,` x. Allook"t Oil wft 'Illow, + "C z +y At " - -41 ^ - ciao jo Fr �-.. �� _�y�}�_ err •. �, � r4' �`�t-r.�'€_� ;�T. 'f f na � 9 r q G k `x,a q , i, i. n in d t. ter. a�h r'. N v t �g v R ' bS h 4 2 y y _ • ...ra� ten'.. _ •�� aS S� f � �.. f n i k. r +� Z71, �fc From: Gary Walsh tgwhml54@yahoo.com B Subject: Insulation Date: July 25,2023 at 9:27 PM To: Gary Walsh garywalsh@optonline.net v f 4 n Y,rt pt F`Y' r ,e s 61 < 'Ip) {Y4 k 1( WNWIVOM Mom, w i Y f �t' ✓ tyk. :a:` N J 1'••' � F h �' ,U 1� f W y y fiA f. f yyy t 1' 4 1, t 1 s , F v A K' , � 1 "r:, <i�, ��K ,ty, ;� � t,r ,y i, � �. '< � !�� i � , t. .. _ .ft� v�.W'Y+FSY � x it i��'' )� � d �S�yd` ( "ii 2c �4� � � .. �t ��R ` ;* 4. ��G P� e�yFT, �r. ai S�! , •i � .�x � — �f� � �: t ``r e. rsR ri�2s try. iA..Y:L'tf rye b�. �� ,4 ".ti< v £ f $�} �� c it�"�3 i 4a..�: �' � `' � - - }} f'Irk '3 4 � ie. 5 9. 1 r i r . 'y � ' F1r 4:3 �a i� h Myx. v,• ,�., >s ryr y, alYr. s � f y y ty 40 , .. .. S 0 4''� f '.N f t'+ d / b at• � fi_ I 1 ..ji 1 0; `n k Sent from my Phone i FIELD INSPECTION REPORT I DATE C6NJMENTS 2-5 FOUNDATION (1ST) O 23 Z rv%S t� We-Ell ------------------------------------ ci FOUNDATION (2ND) � ci z O b � ROUGH FRAMING& d H PLUMBING � 1 S � W r V. INSULATION PER N.Y. H STATE ENERGY CODE --4 ('1 16 i FINAL .�S ADDITIONAL COMMENTS 5 3 a`t( 44a Pt C v rzc 1 [it. E `o I o w3 %eat ce. , b .3a/ s b S H x d b H i „�OguFF01Kc`�a fro. o�ya TOWN OF SOUTHOLD—BUILDING DEPARTMENT y z Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 • o� {4t Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtow .90g Date Received APPLICATION FOR BUILDING PERMIT Cqq � � �� For Office Use Only 'i'""`? PERMIT NO. dV Building Inspector: AUG 3 <QG� BUILDING . = , Applications and.forms must be filled out in their entirety.Incomplete - - TOWN DFSOUTHGLD applications will not be accepted. Where the Applicant-is not the'owner,an Owner's Authorization form(Page 2)shall be.completed. Date: , OWNER(S)OF P OPERTY: Name: I SCTM#1000- 4 3 Project Address: �Z O 5 12L INS G ( U Phone#: _ g� g Email: 5 G S met; Mailing Address: 1 Z v U CONTACT PERSON: Name: H&_K, C W1+ Z . Mailing Address: O G V 3 Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: a Mailing Address: Phone#: Email: CONTRACTOR INFORMATION:. Name: Mailing Address: Phone#: FFm;711 DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ o Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises?Ayes ❑N 1 :PR6PERTit'tNF0RMATtoN - - Ei tlfi9 use of praparty: F ( intended use of-property; Zile or use district in which=premises is situated, Are there any coy enants and restrictions with respect to. this property? ©Yes Ego IF YES,PROVlRE A ei3600the1Trnm[ode J1 1d+eownerJcaettractorldfsttnpiufessbtiai(srespwrrfrtatcxttiGrsSrtagessd COPY. i'rCf MoN IS W-RESY is'OE to the OuRdInj Bapattrkftt for tha risuanc**ra Ru[>dc4 Pcrrni1 r fs s ac proceed W LlrriiatnssQf,the.Totii4iQfSoithoLilSao!(e�=ounht:NcrriYarkartifcYhirdFpNcabtetaars,grd3Rsnce�or Du+cc»ettctfstQuAdtrl;7 adsiitwi,alterations or for nrnay atoirA rnt-giftrrnha¢ind"Q-&d.TheappOutit R •twtheMtntrucdanofbw1dings, hcwsf»i codr'and ieutstlons lid to adrsiit asitisalaed to °R!`a�t° DiY a4th alt appWb.`s lr'gs;ordinaitoM b UffOrp cat*, pi�ishabie as a gAssA misdeiT=W. _ cloys onpienif.es and(n fiuildin=ts}for nests ary�a ratsa sutcmt:�ls made hamin are p�xsuarit to Section 210AS of the New YwkVata Perim law. Applicatian Sutamitted'By(print na e Authorized Agent CJOwner ;Signature of Applicant: _ Date: o$1 Z ro 2 Z .-.STATE OF NEW YORK) COUNTY OF 'S being duly sworn,deposes and says that(s)he is the applicant. r (i+laiTie of-individual signing cafattra- ),above named, ,A ( " (Contra r,Age t; rpora a Officer,'etc.) of said owner or owner's, idtity.authorized to.perform_-or h'ave performed tFie said.work and to,Hake arici fife tilts application;-that,ail statements cilntairted irfthis;application are,tcue tothe best of his/her knowledge and belief;and 'that the work wlllbe perfotmed in=the'manner set fo016 the applictitiori file iherewitht 'SYlorfl before me t11i5... Z�I By,of= .20,elk—. tart'pubtic. _ - TRACEY L.DWYER s4;:, NOTARY PUBLIC,S TATE OF NEW YORK I NO.01 DW6306900 (tillhere the,appilcant is obt the,otAnter) vQUALIFIED IN-SUFFOLK COUNTY _. COMMISSION EXPIRES JUNE 30,2 - -1'-- • residing at9 toappl on (,rdti hereby authorize ---- rriy be If to t Too fp of. tithoid Bu` ing DeparErrlent#or ajipraval as•.descri6ed fiert:in.. ¢• Q lief s'Signaturer'.. �.-:pri t Ownee' arnp =- =;= 2 J V MAY 3 0 2023 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD V14 d �7-87wn Hall Annex- 54375 Main Road - PO Box 1179 CIO A Southold, New York 11971-0959 Telephone.(631) 765-1802 - FAX (631) 765-9502 ro err@southoldtownnv.ciov- seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 5/24/2023 Company Name: Absolute Electrical Service, Inc. Electrician's Name: Russell Castaldo License No.: ME-4440 Elec. email:absoluteelectricny@gmail.com Elec. Phone No: 516-520-4700 [E I request an email copy of Certificate of Compliance Elec. Address.: 2938 Hempstead Turnpike, Suite 208, Levittown, NY 11756 JOB SITE INFORMATION (All Information Required) Name: Mantione Address: 1290 Sterling Road, Cutchogue, NY 11935 Cross Street: Pine Tree Road Phone No.: 631- 294-6171 Bldg.Permit#:- ql-077 e I ma.il:GARYWALSH@optonline.net 1 Tax Map District: 1000 bection: 0 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): dry f&atq Square Footage: Circle All That Apply: Is job ready for inspection?: YES 0 NO F&/1 Rough In FIFinal Do you need a Temp Certificate?: F-1 YES R NO issued On Temp Information:- (All information required) Service SizeF11 PhF-]3 Ph Size: A #Meters Old Meter# ❑New serviceE]Fire Reconnect[]Flood Reconnect Elservice Reconnect Elunderground Doverhead # Underground Laterals Ell F-12 D H Frame 0 Pole Work done on Service? Y nN Additional lnforn)�tion: PAYMENT DUE WITH APPLICATION 1 a al i1. . r MAY 3 0 20 BUILDING DEPARTMENT-Electrical Inspector ® !r TOWN OF SOUTHOLD - Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765=1802 - FAX (631) 765-9502 rogerrpsoutholdtownny gov- seand ansoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/24/2023 Company Name: Absolute Electrical Service, Inc. Electrician's Name: Russell Castaldo License No.: ME-4440 Elec. email:absoluteelectricny@gmail.com Elec. Phone No: 516-520-4700 01 request an email copy of Certificate of Compliance Elec. Address.: 2938 Hempstead Turnpike, Suite 208, Levittown, NY 11756 JOB SITE INFORMATION (All Information Required) Name: Mantione Address: 1290 Sterling Road, Cutchogue, NY 11935 Cross Street: Pine Tree Road Phone No.: 631- 294-6171 Bldg.Permit#: q=/_Q email:GARYWALSH@optonline.net Tax Map District: 1000 ection: Block: Lot: BRIEF DESCRIPTION OF ORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): y Square Footage: Circle All That Apply: is job ready for inspection?- ❑� YES 0 NO 0 Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# [—]New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals . 1 2 H Frame 0 Pole Work done on Service? Y nN Additional Inforrq) tion: PAYMENT DUE WITH APPLICATION �,r c$ !oS-0 20 - 11-7 _Z3 I PERMIT 0 Address: Svvitchesl�4 Outlets GFI's 1 t I Surface Sconces i H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer 4C AH Hood Service Amps Have Usec )pecial: :omments MeedC REVISIONS: 6 ^ DATE 01/29/23 DOBB REVIEW 10/18/23 DOB REVIEW 2 A3 --------------------------------------------------------------------- FF- A*FF _ I I (2) 2x4 OIL TANK I I (2) 2x4 I II POST EXISTING I POST I FOUNDATION WALL , -6 v v I AND FOOTING (V.I.F) II O O O I OZD EXISTING CRAWL I I CELLA I I , _ 0 �? SPACE N•I.F) v -u®i da�m' � LIVING ROO � BEDROO n ,I Pl, I 1 11 1 in ZD IIN N I ,� �, x � w " I � I o I � I (2) 2x4 w POST I 4 POST w I a II II � EX. RIDGE -------- �1A � p � I --- -- S — ---------KITCHEN I x lu® DINING ROOM w I Fm I I I I I I ' H I 3 r I1EXISTIN& C _ L 0 MASTER BEDROOM _,�BATHROOMRAM I I I S of -1 6 (�- 7 `� SPACE N.I.Fa �n X Pw w . I ►u . I I �_ - I I i ' ''S` 9 m o f 8 0 I I I I-8 • I I 2 2 10 HD >( II I 5'-3" I cu I L————————— - I m TIE NEW FND. WALL INTO I I�Sd.. F� =9 IEXISTING YV #5 BARS 12" THE EXISTING MECHANICAL m I -' I LON6 DRILLED 4 &ROUTED SYSTEM SHALL NOT BE dm 111� 4,_5 I EX. DECK H EPDXY RESIN. ® OVERBURDENED BY THE I I I •,�..�•:,. ....•::••. : '��•:;:':�.:•.;: �.;:.;..': .,;. . . : I W/ HI6 I EXI TIN R.R EXISTING R.R •r " ' EXISTING F.J® 16" O.G. 12" O.G VERT. (TYP) NEW ADDITION ALL NEW I CR'. HEATING SHALL BE I I6' O.C. ®MI6 O G. EXISTING GMU 10'-'1 INSTALLED IN 01 FOUNDATION WALL I ------- ------� �. Earl ( V TO BE REMOVED I ACCORDANCE WITH I I GHAP'TM;S 12-24 OF THE 10'-8" m xxILo AND REPLACED I W 8'-4" I co WITH NEW I L RESIDENTIAL CODE. I , IFOUNDATION WALL J CLOTHS DRYER TO BE VENTED DIRECTLY , EX'STING G.JI� I6"O.G. I - 0 TYPICAL FOUND. CONSTRUCTION: A`2 TO EXTERIOR. PROVIDE BACKDRAFT I ZI I U) � 5" POURED CONCRETE WALL KEYED DAMPER (AS PER IRO CODE) I Z I TO Ib"x8" DEEP POURED CONCRETE I I—————————— rn C FOOTING i;ziNFORCED W/ (5) #5 6 REBARS CONT. IN FT6. (TO BE MIN. �3 4 5'-0" BELOW O � &RADEJ c 4 � rL) C� G FOUNDATION PLAN 2 FLOOR PLAN p.2 SCALE: I/4"=1'-0" A2 50ALE: I/4,*,-o" M _ E M 0 D) f6 a) 0 LO C U m C W 0) 0) e DO C .0 0 2 n- q p_ M O Z 0 Y 6 C, E C 0 M U t0 V L w 3 N M a)m V o -x .0 00 a E � N NOTE: FLASHING SHALL BE INSTALLED AT WALL AND NOTE: RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER NOTE: NOTE: MEEGEND NOTE: NOTE: 2" GYPSUM BD. TAPED ROOF INTERSECTIONS; WHERE EVER THERE IS A ALL EXTERIOR WALLS ARE DESIGNED A nl5,1.1 SMOKE ALARMS THEN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NEW WOOD STAIR d RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOIL +� 1/ _ ( CHANGE IN ROOF SLOPE OR DIRECTION; AND "TYPE I I" PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O SINGLE R MULTIPLE STATION EXTG. WALLS TO BE REMOV�LL �-30 KRAFT FACED FIBERGLASS INSULATION DRAWN: CC $ SPAGKLED 5 GOATS IN ALL CATHEDRAL CEILINGS. MIND ON ALL WALLS d AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. I/2" WOOD CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL POWER OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT HGT 6-1/4" b MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXTG. WALLS TO REMAIN SCALE: AS NOTED CEILINGS. (TYP) BE CORROSION RESISTANT (MINIMUM 26 GAUGE) STRUGTUF'.AL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SHALL BE CS ) MIN. HEAD ROOM 6-8 . G� CARBON MONOXIDE �O KRAFT FACED FIBERGLASS INSULATION JOB: 20-0008 ALL EXPOSED FASCIAS 8 TRIM TO BE GAPPED ATTACHED W/ W COMMON NAILS ® 6" APPENDIX J SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, E DETECTOR SMOKE DETECTOR NEW CONSTRUCTION IN ALL FLAT CEILINGS. HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING 01129/23 ALTERATION,CHANGE OF OCCUPANCY, ADDITION, OR STAIRWAY. f-ANDRAIL HGHT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. 100 GFM FAN * Z-21 FLOORKRAFT FACED UNCONFIDERDITIONED INSULATION IN ALL I/2" MOISTURE RESISTANT BY ALUM. O.G. AT PANEL EDGES AND 12" O.G. IN R313.1.2 POWER 50URG� � BEARING WALL ?� FLOORS OVER UNCONDITIONED SPACE SHEET N0, GYPSUM BD. (TAPED I ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REOVIRED SMOKE ALARMS SHALL RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 54" d NOT MORE THAN MAINTAIN MIN. 6" CLEAR FROM BOTTOM OF R-1q KRAFT FACED FIBERGLASS INSULATION IN ALL RAKE-5 TO RELIEVE "STORMGUARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING 5313.4.2 EXISTING BUILDINGS 56 ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. X POST TERMINATION NEW P.G FND. WALL EXTERIOR WALLS. SPAGKLED-3 GOATS MIND j THE UPPER TOP PLATE, WITH ALL PANEL WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER RIGID INSULATION IN ALL EXTERIOR WALLS. BARRIER BY GAF OR APPROVED EQUAL. AT HOLD DOWN SEE- 8/A-2 BEHIND ALL TUBS, I ALL ElJE5 4 RAKES. EXTEND UNDERLAYMENT 24" EDGES OVER FRAMING. OR AN ON-SITE ELECTRICAL POI^I R SYSTEM AND WHEN EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, DIM'=NSION OF AT LEAST 4" d NOT CONTRACTOR TO VERIFY EXISTING FIRST GS-NSP SHOWERS, SINKS W.G IN PAST THE INSIDE THE EXTERIOR WALL LINE OF HOLDOINNS ARE REQUIRED AT EACH END PRIMARY POWER IS INTERRUPTED, 5HALL RECEIVE POWER CHANGE OF OCCUPANCY, ADDITION,OR RELOGTION IN GREATER THAN 6-1/4" W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO T.G. TEMPERED 6LA55 (Continuously sheathed wood structural panel *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. FASTENERS 6 EDGE 12 FIELD BATHROOMS. (TYP) OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. GROSS SECTION OF 2-1/4". BE (2)2xb U.N.D. INSULATION BY OWEN5 CORNING OR APPROVED EQU� THE BUILDING. REVISIONS: DATE DESC. 01/29/23 DOB REVIEW 10/18/23 DOB REVIEW T/O RIDGEnil ❑ O I_ tY1 EXISTIN6 ROOF TO REMAIN ~ LASHEGTIONS SHALL BE INSTALLED AT WALL AND ROOF O _ ALL VALLEYS,EAVES AND RAKES TO RELIEVE * T/O PLATE "STORM6UARD" LEAK BARRIER BY "GAF" OR APPROVED EOUAL. AT ALL O ( 24" PAST THE INSIDE THS 4 EXETERIOR WALL LINE OFF THS. EXTEND E E I � TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF SHINGLES TJ3.5 BY OWNE( 30 ROOF N R) I G FELT. I/2 GDX — -1' PLYWD. SHEATHING. 2x ROOF RAFTERS PROVIDE MINIMUM I" SPACE BETWEEN THE INSULATION 8 THE ROOF SHEATHIN EX. RIDGE , T/O RIDGE 12 T.D. BLUE STONE swop0 ''I VENTED VINYL SOFFITS T.M.E. (TYP) 4 L_� >= Ix FASCIA $ TRIM (TYP) R N X• R GRADE _I SEA MLESS E 55 ALUM. LDRS. 6 &UTTERS 12 v 2 a all + + ATTIC 2 FRONT ELEVATION T/O IST FL. PLATE R.R. SIDE ELEVATION A2 SGALE: I/4°=1'-O" R-301NSUL. - IN 0 3/4" Il'. 5UBFLOOR p GLUED AND NAILED (TYP) \ PROVIDE 15LOGKIN6 m_ TYPICAL EXTERIOR WALL Clas AT MID-SPAN (TYP) ALL VALLEYS,EAVES AND RAKES TO RELIEVE "STORM(SUARD" VINYL CLAPBOARD 51DIN6 T.M.E. I LEAK BARRIER BY "GAF" OR APPROVED EQUAL. AT ALL EVES 4 f "TYVEK" HOUSE WRAP R-5 R161D t' BATHROOM w INSULATION I/2" GDX PLYWD. 3" THICK MINERAL RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE SHEATHING. 2x6 STUDS ® 16" O.G. EXTERIOR WALL LINE OF THE BUILIN DG. (TYP) W/ R-Ic1KRAFT FACED GATT IN5UL. BATT INSULATION R-21 INSUL. / TYPICAL ROOF ASPHALT ROOF SHIN6LE5 TO T/O FIRST FLOOR MATCH EXISTIN6 ROOF IN ALL RESPECTS (TYP) - ID i T/O RIDGE � EXISTING AVERAGE GRADE �' �; EX. CRAWL SPACE VENTED VINYL SOFFITS T.M.E. (TYP) - -_. - - ---- -- - - ,t 2 P.G. SLAB dJ iV Ix FASCIA # TRIM (TYP) T/O NEW ROOF . .----- -__ ___.-.---- .._ _. - _ m DAMPROOFIN6 TO GRADE RELOCATE IPE t 12 AND ACCESS H PIPE - -- SEAMLESS ALUM. LDRS. d _ - _. B/O FTC. PITCH 2 } r; GUTTERS (TYP) TYPICALFOUND. CONSTRUCTION: NEW (2)2x6 P.T. SILL PLATE ON T/O PLATE 6" POURED CONCRETE WALL TERMITE SHIELD W/SILL INSULATION - KEYED TO I6"x8" DEEP POURED 5/6" VIA. ANCHOR BOLTS W/ -0• CONCRETE FOOTING 3"X3"XI/4" BEARING PLATE a MAX. u- REINFORCED W/ (5) #5 REBARS 56" O.G (TYPICAL 12" FROM ENDS O I CONT. IN FT6. (TO BE MIN. 5'-0" VINYL SIDING TO MATCH EXISTIN6 OF EACH PLATE SECTION) (EXTEND as SIDING IN ALL RESPECTS (TYP) BELOW &RAVE) BOLTS MIN. '7" INTO CONCRETE) m VINYL CORNER BOARD (TYP) m f CRAWL SPACE VENT, LO (TYP) V T/D FIRST FLOOR co CD GRADE (� o 00-1 S m a) L � o 3 SIDE ELEVATION 4 REAR ELEVATION 5 ° 0 0 SECTION � 64 A2 SG,4LE: I/4"=1'-0" A2 SG,4LE: I/4"=1'-D" A2 SG,4LE: I/4,*,-D" M G Generated by REScheck-Web Software EXIST V.T.R. Outer third of n Compliance Certificate Span only ROOF Project Mantione Low Slope Roof/Shin Mail le \v Energy Code: 2020 NYStretch-2018 IECC M _ E T■ 2"v Location: Cutchogue,New York 0) t0 " 0 ie-In Construction Type: Single-family X E c 1 Type: Addition 0 cM u'J N � ,C +• Shingle Ian Pro era ment Climate Zone: 4 (5572 HOD) O � � � L g y act T e: (� Permit Date: �, o ` Shingles I 1/4 Joist depth, MaX. Permit Number; CI_ } -T a (0 • • 9/4 HW 1/3 Joist 2"Min. .°Z M 0 U) Construction Site. Owner/Agent: Designer/Contractor: 16 ill cr E Fasteners /4"G 5/4"1 depth, Max. 1290 Sterling Rd Mantione Mark Schwartz T a 1/3 Joist Cutchogue,NY 11935 1290 Sterling Rd Mark Schwartz and Associates approx. 8" o.c. o depth, Max. Cutchogue,NY 11935 28495 Main Rd C _ v L ; Cutchogue,NY 11935 U U Liberty TM �1 V './6 Joist 631-734-4185 3 f0 ,� �- mkarchitect@optonlina.net Lo V C to rn Base y I depth, Max. M 0 �c flashing must � NOTE: _ cal � � NEW FIXTURES TO COMPLY W/ Solid sawn joist and rafter notching and boring limits i; -.---- CO 1 2•• I The%Better or Worm Than Cade indexrreae is how close to compliance the house Is based on code tradaoR rules. of a minimum \ I CODE REQUIREMENTS FOR Compliance; 0.0%Better Than Code Maximum UA 9 Your UA: 9 Maximum SHGC: 0.40 Your SHGC: 0.32 of 3 course • of shingles. I2"V CERTIFIED WATER SAVI N& a DOES NOT provide an estimate of energy use or cost relative to a minimum code home. 12' BATH PLUMBING FIXTURES Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each sllab-on-grade Fasteners ___ I assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. ---- 2• 211`� I 2lIS/ -- YII YY KITCHEN ALL PLUMBING WORK SHALL s�o.c. ---_ ---- -~�W. LNDRY CONFORM TO IRG PLUMBING Envelope Assemblies cn LibertyT"4/ A I CODE Cap flashing must * Ali•` W.G. Notch a .'a;� , .Ait> ' -" eip a minimum e V. up a minimum of jiypt� depth a 1/4d d `'_ 3 courses of atrixTm Sure-GripTa" Hole edge Ceiling:Flat Ceiling or Scissor Truss 34 30.0 0.0 0.035 0.026 Plywo Deck distance)e 5/8" Wall:Wood Frame,16"o.c. 108 19.0 5.0 0.045 0,045 5 5 shingles. Adhesive 1ST FLOOR Window:Vinyl Frame od SHOWE span only of SHGC:0.32 6 0.290 0270 2 2 Hole diameter Floor:All-Wood Joist/rruss 34 21.0 0.0 0.044 0.033 1 1 " sc 2/5d 3 5 2" 2"W 2"W 2"W Stud Single Stud Hole diameter Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other N TO EXSTiNG SYSTEM oc 3/5d calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2018 IECC 3iIW requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Double Stud Checklist. fQiye Mark Schuadz RA 08.26.22 Plate Name-Title Signature Date Hole edge go-^' ^ A:rjt;,`�� distance a 5/8" tl 'r t` -� PLUMBING RISER DIAGRAM 6 LOW SLOPE ROOF DETAIL A /�-3 SOALE: N.T.S. Report date: os/z z Project Title:MantionerrR � ,p ,, Data filename: Page 1 of A2 SGP�LE: N:T.S. Stud notching and boring limits ��T A � •� -��''Y�,�T• ' .- '� ' OF e NOTE, FLASHING SHALL BE INSTALLED AT WALL AND NOTE.- BE;VVENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER NOTE: NOTE: ROOF INTERSECTIONS; WHERE EVER THERE 15 A ALL EXTERIOR WALLS ARE DESIGNED A5' SYM�3OL LEGEND NOTE: NEE: 1/2" GYPSUM BD. (TAPED R313.1.1 SMOKE ALARMS THEN THOSE REQUIRED FOR OVERGURRENT PROTECTION. NEW WOOD STAIR 8 RAILING. TO BE OWNE': RESPONSIBLE FOR ORDERING SOIL — r SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISCR 5 SINGLE 4 MULTIPLE STATION EXTG. WALLS TO BE REMOVE tr�30 IN KRAFT FACED FIBERGLASS INSULATION DRAWN: CC � SPAGKLED-3 GOATS CHANGE' IN ROOF SLOPE OR DIRECTION; AND "TYPE I I" PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING f�:EPAIR, ALTERATION, TEST TO CHECK FOR BEARING CAPACITY O- IN ALL CATHEDRAL CEILINGS. MIN.) ON ALL WALLS 4 AROUND ALL ROOF OPENIN65. FLASHING SHALL SHEATHING TO BE MIN. 1/2" WOOD CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL POW"_`2 OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT HOT 6-1/4" d MIN. TREAD DEPTH r SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXT6. WALLS TO REMAIN ,� - SCALE: AS NOTED BE CORROSION RESISTANT (MINIMUM 26 &AU6E) STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS A5 REQUIRED BY COMMERCIAL POOCR OR AN ON-SITE ELECTRICAL POWER SHALL BE a ) MIN. HEAD ROOM i -8 . G CARBON MONOXIDE O KRAFT FACED FIBERGLASS INSULATION JOB: 20-0008 CEILINGS. (TYP) ALL EXPOSED FA501AS 4 TRIM TO BE GAPPED ATTACHED W/ SD COMMON NAILS @ 6" APPENDIX J SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, DETECTOR SMOKE DrTCCTOR NEW CONSTRUCTION IN ALL FLAT CEILINGS. HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING BY ALUM. O.G. AT PANEL EDGES AND 12" O.G. IN R313.1.2 POWER SOURCE ALTERATION,CHANGE OF OCCUPANCY, ADDITION, OR STAIRWAY. HANDRAIL H6HT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. 100 GFM FAN ! *Rom- 1 KRAFT FACED FIBERGLASS INSULATION IN ALL 01129123 1/2 MOISTURE RESISTANT i ® BEARING WALL FLOORS OVER UNCONDITIONED SPACE SHEET NO. GYPSUM BD. (TAPED d ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN NEW GONSTRUGTION, THE REQUIRED SMOKE ALARMS SHALL RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 34 d NOT MORE THAN � MAINTAIN MIN. 6 CLEAR FROM BOTTOM OF RAKES 'TO RELIEVE STORM6UARD LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRIN6 R313.4.2 EXISTING BUILDIN65 56" ABOVE STAIR TREAD N051N6. NEW SIDING TO 6RADE. P05T TERMINATION �— R-.L`1 KRAFT FACED FIBERGLASS INSULATION IN ALL SPACKLED-3 GOATS MIN.) THE UPPER TOP PLATE WITH ALL PANEL WHEN SUCH WIRING I5 SERVED FROM A COMMERCIAL SMlE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN E X NEW P.0 FND. WALL BARRIER BY "GAF" OR APPROVED EQUAL. AT HAND>AIL SHALL HAVE A PERIMETER � � HOLD DOWN SEE b/A-2 � •' 'r EXTERIOR WALLS. BEHIND ALL TUBS, ALL EVES 4 RAKES. EXTEND UNDERLAYMENT 24° ED6E5 OVER FRAMING. OR AN ON-SITE ELECTRICAL POWER SYSTEM AND W4EN EXISTIN6 BUILDINGS UNDERGOING REPAIR, ALTERATION, DIMENSION OF AT LEAST 4" d NOT CONTRACTOR TO VERIFY EXISTIN6 FIRST G5-MF f RIGID INSULATION 1N ALL EXTERIOR WALLS. SHOWERS, SINKS 4 W.G IN E HOLDOWNS ARE REQUIRED AT EACH END PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER CHANGE OF OCCUPANCY, ADDITION, OR RELOGTION IN N T.6. TEMPERED &LASS • BATHROOMS. (TYP) I PAST TF INSIDE THE EXTERIOR WALL LINE OF GREATER THAN 6-1/4 W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO (Continuou3ly sheathed wood structural panel ° #TO BE PROVIDE IN GEILIN65 EXPOSED TO UNHEATED SPACES. A3 f THE BUIL_DIN��. OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRIN6 SHALL BE ACCORDANCE WITH APPENDIX J. _ GROSS SECTION OF 2-1/4". BE (2)2x6 U.N.O. FASTENZRS 6" EDGE 12" FIELD INSULATION BY ,OWENS CORNING" OR APPROVED EQUAL R DATE DESC.EVISIONS: 08/26/22 DOB REVIEW 1 . DRAMIIN6 INDEX GORE INFORMATION �' ®jo c c, . � COVER ... Minimum Uniformly Distributed LNe Loads Table R501.5 1 xis <7 nN0 N 2020 Residential Code of New York State (publication date: November 201a) I 2020 Building Code of New York State (publication date: November 20111) LIVE LOAD DEAD LOAD A2 PLANS t=�/ S NO a� ON 2020 Plumbing Code of New York State (publication date: November 201cl) -.o � NS c-APta�r= pAW- r IO Nr) SEOTION 2020 Mechanical Code of New York State (publication date: November 20140 Exterior Balconies 40 psf 10 psf NI' Ai 2020 Fuel Gas Code of New York State (publication date: November 20141) Go n c.,. Decks 40 psf 10 psf L, �r �F?Ai O f, 2020 Fire God-, of New York State (publication date: November 201a) ANTIONE Go A-7 FA '� -�'�= ., 5 -. �' a i_ 2020 Property Maintenance Code, of New York State (publication date: November 201a) Passenger Vehicle Garages 50 psf as per plan f5 AIR "PA INr I S 2020 Existing Building Code of New York State (publication date: November 201R 2020 Energy Conservation Construction Code of New York State (publication date: November 201a) ATTICS w►thout Storage 10 paf 10 psf 201( edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings ("ASHRAE 410.1-2016") 12CiO Sterling F;�cad IGG All 7.1-2009 Accessible And Useable EuildincI5 And Facilities With The NYS Newly Adopted Accessibility Stan ATTICS with Storage 20 psf 10 psf TABLE R901.?(I) ROOMS other than sleeping rooms 40 psf 10 psf ® � � NNr ( 1 ,� 55 CLIMATIC AND 6606RAPFfIG DE516N CRITERIA Sleeping Rooms 30 psf to psf u WIND DESIGN SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf WIND GE SHIELD LIMIT OF CLIMATE GROUND SPECIAL SEI5MIC WINTER MODERATE AIR MEAN Guardrails and Handrails 200 psf 10 psf _ — — TOPOGRAPHICAL BORNE UNDERLAY- FLOOD ( � I ZONE SNOW SPEED (M}'H) �1-P�GTS WIND DEBRIS DESIGN � FROST H DESIGN MENT HAZARD5 �`� FREEZING ANNUAL ROOFS SC-, T�� # LOAD REGION ATEGOR W�ATHEi�:ING DEPTH TERMITE TEMP ACTION INDEX TEMP Flat or rise less than 4 inches ZONE REQUIRED per foot (1:3) 16 psf MODERATE Rise 4 Inches per ft. less than 12 12 sf 10 psf 4A 20 psf 140 NO NO NO B SEVERE 3 FEET TO HEAVY II YES NA N./ 618 52.1 Dr- Inches per ft. p p p L 5TERLIN& ROAD _ 850.16 i pl pad -- - _-- - - -_ N85 F I I - --ILL- 1 J , --- - -- -- PROPOSED PORCH - ('14.4• S.F.) i --I PROPOSED - HOUSE ADDITION (45 S.F) I = I I � I r:2 FRONT ELEVATION I I A-O 50AtiLE: I U I l I QD co cu j( I 393 EX. DECK TO r d� I STORY r■ REMAIN i t (D (D L°? HOUSE r. rn I . � � � II NE � i � :LL fi I N � 0 ,o Do cN 0")0 U _ I ✓ — �-5 STORM � 17 AP-I=- . � 7 N� DRA I NAC7E G?.L. WATER $ ' l ALL TOTAL aQ.J I STOF ' +/-2 625 SQ.FT. X 0.167 X I .r� �,� �,.... I / i N GARAGE ROOF 0.F 104.5 CU.FT. A i�D A N i ' Q �� i I SQ.FT. (O.I6'7) (IODy) ��'� E ! TOTAL: 104.5 GU.FT. �- IPROPOSED TRELLISES 8' DRYWELL = 42.26 GU.FTJ LN.FT. THEREFORE USE DRYWELL , r, 'R TH4" co v c E (105 S.F.) +`� - - J I (1) 5' DIA. X 5' DEEP " °' r ai 0 104.5 GU.FT/42.26GU.FT. = 2.5 LN.FT ° "'^ RETAIN STOR>ti7 WATER RUNOFF m ^ c U i V BLE STORAGE 126 8 GUPT. s � PURSUANT o °' ° :? A e'xs' r> i� I PROPOSED DETACHED ► �, TO CHAPTER 236 0 ;: o i GARAGE (625 S.F) ' OF THE TOWN CODE, SeJ` U@ Lo i^,i I :;r AL CC;�-.?r; "1.J`�' It�USi o a) coo W _E � :E• E COf�PL ETE FOR; C.O. c rn 'T ` -.. _ 11L CONSTRUCT;-- 0 PROPOSED C1) 8' DiA x 3' SHALL MEET THE �6 ti N I;EOUIREMENTS OF THE CODES aL.UMBl � ^ E cn Z I ry I � OF NEW Rr M L)PORK � lr t�.r - , rn ch STATE. NOT RESPONSIBLE F('li ALLtP:_L..AP,::,O ;�qS�R DEEP DRYUIELL F:ORS. ,�'�' =F, LI"�'ES ! 00 DE31rN OR CONSTRUCTION ER EED N w 1 : EE.FOR"Cr�,,';jrRyp,j�� a I Q I EX. GARAGE (652 S.F) I TO BE DEMOLISHED , COMPLY WITH ALL CODES OF NEY,,' YOR',( STATE & TOV','i! CODES PLUMBER CER TIFICA TION I AS f'EC.,JIni—E—D ID CO' DI•T10NS OE ON LEAD CON TENT BEFORE � .-.. _ _ „ CERTIFICATE OF OCC Y UPANC...,..._.,....�_�........ ...... ve:iY_� , O L ER USED Ln SOD IN WATER cn SUPPLYSY EXCEED STEM CANNO T � d 2110 OF 1/ LEAD. t� NOW 0"R POWALLY oo'v_;q SEM TYNON M.LY I - _ �•A1 f"w--- _ _ OCCUPANCY OR USE IS UNLAWFUL Blower door � and duetwork � VVITIHOUT CERTIFICATE testing; required. NOW OR FORMALLY 9MVIYISION-"ELSIE L. PORKIN OF OCCUPANCY SEEN TYNON KELLY SVIF. W. PILE NO. 10047i I A.11 C-CtCrior Iighting DRAWN: CC ", SCALE•. AS NOTED replaced of d, ., . ' r i4 slmll conform ' r�' ;+ , I� li j : r Y " JOB: 200008 x I 06/10/22 to a; ter 172 y i tl 1�' �' SHEET NO. SITE PLAN of the Town Code AUG 3 1 70�? \gip � r A-o SGAtLE: I"=Io'-o° �!!I��tA!GDE1 .° 6 REVISIONS: DATE DESC. 08/26/22 DOB REVIEW T/O RIDGE - T/O PLATE EEH E:1 Ll O I i as GRADE SIDE ELEVATION (EXISTING CONDITION) 2 FRONT ELEVATION (EXISTING CONDITION) 3 REAR ELEVATION (EXISTING CONDITION) o AI SCALE: I/4"=1'-0° AI 50ALE: v4"=1'-0° A4 50ALE: 1/4'*'-O' � L.� 2 ------------------------------------------ - -------- ----- ---------------------------------- ---------------------------------- L� j— OIL TANK i r EXISTING I I o FOUNDATION WALL I I 1 AND FOOTING (V.I.F) i I w i I j II BEDROOM L1VIN6 ROOM CRAWL SPACE DINING ROOM I i IL u I I I I - - m m IL_ 1-5--------- --- ---1 f I L------------------------------------------- I I I I 777= r-------------------1 r------i IF------------I 1 1 I I I I I I I �-- --J I — — --------- ----------7------- --I I ------------ � 4 SIDE ELEVATION (EXISTING CONDITION) I I I " I I ILI' AI I I MASTER BEDROOM � _____ R � SCALE: I/4"=I'-o" A _ co I I I Id) D -0 ?rn „ o(n KUHE � L — 11 - W Z 1 L------------------J L------J I I i / I I LlL-----------J / I I I L----------� I--------� r----� ———————————— I�811 -------- 4'-II" / 8'I-O" i 0 t p 0 I L--------� I L---------1 I------ C I I I I I I I �, I TI -- ----f-------- I G I I I II I i L ------------J I I EXISTING F.J Ib"O.G. I ( I ( I( I I �•:; I I I I I I I I I j l GUNROOM I f I I I I d) I I I I I I j I L------------� I I I I I L————————————J o I -----------------J II I I I coc' - II I I I °o' � (i0 II I I � �•_ � m � M C I I (D o L———————— ----------- � > COLc=i 3 0 Z � aU -m 11) U A I 0 ° °' C o V d .~-.E 5 FOUNDATION PLAN (EXISTING CONDITION) b FLOOR PLAN (EXISTING CONDITION) 0 " co AI SCALE: I/4 -I O AI SG,hLE: I/4"=1'-O" 00 N E dj s a N O ��r�y+Nnyy ve 7 '� '' .r FLASHING SHALL E3E-' INSTALLED AT WALL AND Ha EL. �51DENTIA CODE Q[NY5 PERMANENT AND WITHOUT A DI5CONNEGTING SWITCH OTHER NOTE MOTE: { NOTE: SYMBOL LEGEND NOTE. OTE: " G PSUM BD. TAPED ROO'= INTERSECTIONS; WHERE EVER THERE 15 A ALL EXTERIOR WALLS ARE DESIGNED A R313.1.1 SMOKE _ARMS THEN THOSE REQUIRED FOR OVERGURRENT PROTECTION. NEW WOOD STAIR 8 RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOIL r�__ I/2 Y ( CHANGE IN ROOF SLOPE Orr DIRE-OTION; AND "TYPE 11" PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY OF � SIN6LE 8 MULTIPLE STATION EXTG. WALLS TO BE REMOVIr— R-�O KRAFT FACED FIBE�'GLASS INSULATION DRAWN: CC SPAGKLED-3 GOATS ,AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2" WOOD CHANGE'. OF OCCUPANCY, ADDITION OR RELOCATION SHALL POWER OPERATED NHEN INSTALLED IN MILDIN65 WITHOUT HOT 5-1/4" $, MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXT(5- WALLS TO REMAIN � IN ALL CATHEDRAL CEILINGS. SCALE: AS NOTED MIN) ON ALL WALLS d BE CORROSION RESISTANT (MINIMUM 26 GAUGE F".) STRUCTURAL PANELS ON EXTERIOR BE OVIDED WITH SMOKE ALARMS AS REQUIRED BY COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SHALL BE 11") MIN. HEAD ROOM b'-S". � CARBON MONOXIDE R 0 KRAFT FACED FIBER&LA55 INSULATION JOB: 20-0006 CEILINGS. (TYP) ALL EXPOSED FASCIAS 4 TRIM TO BE GAPPED " SYSTEM OR IN BUILDINGS THAT UNDERGOING RE?AIR, t— E DETECTOR SMOKE DETECTOR NEW GONSTMOTION IN ALL FLAT GEILIN65. I ATTACHED W/ SD COMMON NAILS ® b APPENDIX J HANDRAIL ON AT LEAST ONa SIDE-- Or CONTRACTOR TO RE-GRADE EXISTING 06110/22 t' A BY ALUM. k O.G. AT PANEL EDGES AND 12" O.G. IN R313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION,On STrAIRWAY. HANDRAIL HGHT NOT TO EARTH. PITCH AWAY FROM TH'� HOUSE. �0 100 GFM FAN "�-2I KRAFT FACED FIBERG ITIO INSULATION IN ALL 1/2" MOISTU Z RESIST NT �- �- RELOGTION IN AGGORDAN�E WITH APPENDIX J. B LE55 THAN 34 8 NOT MORE THAN MAINTAIN MIN. b CLEAR FROM BOTTOM OF BEARING WALL FLOORS OVER UNCONDITIONED SPACE SHEET N0. GYPSUM BD. (TAPED ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN NEN CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL E CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING R313.4.2 EXISTING BUILDINGS 56" ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. POST TERMINATION - * '1`-la KRAFT FACED FIBEF GLA55 INSULATION IN ALL SPAGKLED-3 GOATS MIN.) RAKES TO i.EGIEVE 5T0 .MUARD LEAK X NEY`l P.G FND. WALL THE UPPER TOP PLATE, WITH ALL PANEL WHEN SUCH WIRING 15 SERVED FROM A C.OMME:RCIAL SOURCE CARBON MONOXIDE AL?tBMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIM=-r EXTERIOR WALLS. BARRIER BY GAF OI"� APPROVED EQUAL. AT � � HOLD DOWN SEE 8/A-2 � RIGID INSULATION IN ALL EXTERIC�f: WALLS. BEHIND ALL TUi35, r EDGE5 OVER FRAMING. OR AN ON-SITE ELECTRICAL POWER;SYSTEM AND YVEN EXISTING 6UILDINGS UNDERGOING REPAIR, ALTERATION, DIMENSION OF AT LEAST 4" 4 NOT CONTRACTOR TO VERIFY EXISTING FIRST CS-WSP I ALL E=1/E5 d RAKES. EXTEND UNDEfY:L.AYMENT 24 � „ r T.G. TEMFEF:ED GLA55 a � � SHOWERS, SINKS 8 W.G IN PAST THE INSIDE THE EXTERIOR WALL LINE OF HOLDOWNS ARE REQUIRED AT EACH END PRIMARY PO1�R 15 INTERRUPTED, SHALL RECEIVE POWER CHANGE OF OCCUPANCY, ADDITION,OR RELOGTION IN GREATER THAN 6-1/4 W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO (continuously heathed wood structural panel *�TO BE PROVIDI✓ IN G}=1LING5 EXf'05ED TO UNHEATED SPACES. BATHROOMS. (TYP) 11 OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRIN5 SHALL BE ACCORDANCE WITH APPENDIX J. GROSS SECTION OF 2-1/4". BE (2)2xb U.N.O. FASTENERS 6 EDGE 12 FIELD ! IN JI ATION BY "OWENS CORNING" OR APPROVED EQUAL THE E3UILDIN6. ---_—__�-- -_-------__._---.- -- - REVISIONS: DATE DESC. 08/26/22 DOB REVIEW TYPICAL CONCRETE SLAB: • BLUE STONE STOOP • (ALLOW FOR STONE AS REQUIRED) /:2 4" P.G SLAB • bxb 10/10 W.W.M COMPOSITE ROUND COLUMN ON VINYL • 4" COMPACTED POROUS GRAVEL-FILL (41596 WELL PEDESTAL BASE W/ A BLUE STONE TOP `10 COMPACTED) 12'-2" I I" W/P/T 4x4 POST W/ 6ALV. POST GAP MODEL #5052-2/4 S 6ALV. POST 121-21 ANCHOR MODEL # ABU44 TO TYPICAL FOUND. CON5TRIJCTION: FOUNDATION WALL BELOW (TYP. OF 4) b" 8" POURED CONCRETE WALL KEYED TO I6"x8" DEEP = POURED CONCRETE FOOTI N6 RE I NFORGED W/ (3) #5 : ' :': II.' : ' ;•:� cN EXISTING ROOF TO BE REBARS CONT. IN FT6. (TO BE MIN. 5'-0" BELOW &RAVE) REMOVED BELOW NEW PORCH I V I -'2 AND EXTEND EXTERIOR WALLS I d I IQ 5 IN UP TO NEW ROOF STRUCTURE I p COVE DIP H i A3 TIE NEW FND. WALL INTO EXISTING W/ #5 BARS 12 LONG X DRILLED d GROUTED W/ HIGH EPDXY RESIN. ® 12 O.G I I 2X8 RR I X8 R.R® N) VERT. (TYP) '. . . c^N b`O.G. I I b"O.G. N DN2R ' ------------------------------------------ - I - (2) 2x4 OIL TANK I (2) 2x4 POST I ( POST �� II EXISTING I \S �I I FOUNDATION WALL I v I ( 24X24 PREFABRICATED AND FOOTING (V.I.F) O v �? o I I 0 O O CUPOLA SECURED ATOP o O EXISTING ROOF EXISTING CRAWL =`' CELLAR 1 = STRUCTURE _ - SPACE (V.I.F) `� I I v I I I I Q t� v ' ! I / I II O I I u - LIVING ROOM g / u IL � I I p BEDROOM d kn CC{{ w u w . u I u w. >" I I I I j 8'-10 " 11'-51 J v IIJE (2) 2x4 ( (2) 2x4 I POST I I ( -POST f I EX. RIDGE _ p i I DINING ROOM ul MASTER BEDROOM d ftF EXISTING CRAWL SPACE V.I.F) Fm KITCHENBATHROOM El III r� e ` u�If W- I in B O' I I L _J L j I I I I / I / 10 HD I I U L--------- _ I I m TIE NEW FND. WALL INTO _ I .2I�, _ = I � I ' I EXISTING W/ #5 BARS 12" THE EXISTING MECHANICAL m I - ;r I co :} I LONG DRILLED d &ROUTED SYSTEM SHALL NOT BE I ,-5 I �C. DECK -p o� •''' W/HIGH EPDXY RESIN. ® OVERBURDENED BY THE �/ ca .•... •, . •• ..•: ..:• •:�: EXI TIN R.R � EXISTINCa R.R� ;�• V: «: +' '" EXISTINCa F.J ib' O.G. 12" O.G VERT. (TYP) NEW ADDITION 3 ALL NEW IO.C. �I ..=� Ib"O.G. O HEATING SHALL BE - b O Z EXISTING GNIU i - - _ QI I 1_i_10-'7 INSTALLED IN J � FOUNDATION WALL I ACCORDANCE WITH T-I I l-511 r OCI TO BE REMOVED I AND REPLACED GRAFTERS 12-24 OF THE 1O'_-� '� I � I I � RESIDENTIAL CODE. u� 8'-4" 1 (n O I WITH NEW I J EX 5TIN5 G.JI e I6'O.G.t j 0 � FOUNDATION WALL CLOTHS DRYER TO BE VENTED DIRECTLY ., }, N TYPICAL FOUND CONSTRUCTION: I TO EXTERIOR. PROVIDE BACKDRAFT I I I U A4 L� 6" POURED CONCRETE VA^Li- KEYED DAMPER (AS PER IRG CODE) !(/ I I TO I b"xb" 17EEP POURED CONCRETE I t---------- FOOTIN6 REINFORCED W/(5) 05 F' RE.BARS CONT. IN FTC. (TO BE MIN. 6 3'-0" BELOW &RAVE) 4 I FOUNDATION PLAN 2 FLOOR PLAN A2 '50ALE: I/4"=1"-a' A2 SCALE: 1/4"=1'-O" 0 co N y, � M C E p 'v' m M p N CO ci 2 X O 2(0 ( Z Lo E N o2 N \ 1r O U Q C,M � L j ~E Lo 0 _ o M m N 00 C° E N N LLl C O t d V O 17 n n , •'n.�'mil+^' .'�y red j,°�'LyS VJ NOTE: FLASHING SHALL BE INSTALLED AT WALL AND NOTE: RE51D( NTIAL CODE OF NYS PERMANENT AND WITHOUT A DI5GONNEGTING 5NITGH OTHER NOTE: NOTE: _ OTE: ROOF INTERSECTIONS; WHERE EVER THERE 15 A ALL EXTERIOr. WALLS ARE Dr-516NED A R313.1.1 5MOI:E ALARMS THEN THOSE REQUIRED FOR OVERGU7ZRENT PROTECTION. NEW WOOD STAIR b RAILINO. TO BE �'> "t SINGLE 4 MIJ E--- NOTE: I/2 GYPSUM BD. (TAPED OWNER RESPONSIBLE FOR ORDERING SOIL EXTG. WALLS TO BE:REMOVE s *1<=30 KRAFT FACED FIBERGLASS INSULATION DRAWN: CC 5 AG ED-3 GOATS GHANC7E IN ROOF SLOPE OR DIRECTION; AND "TYPE II" PERFORATED SHEARNALLS. EXISTING BUILDINGS UNDERGOING REPAIR,ALTERATION, SMOKE ALARMS SHALL BE P RMITTED TO BE BATTERY SELECTED BY DOWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O SINGLE M LTIPLE STATION ¢ P AROUND ALL ROOF OPENIN&S. FLASHING SHALL SHEATHING TO BE MIN. 1/2" WOOD CHANGE OF OGGUPANCY, ADDITION OR RELOCATION SHALL POhrR OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT HST 8-1/4" d MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXTG. WALLS TO REMAIN IN ALL CATHEDRAL GE:ILINGS. SCALE: AS NOTED MIN.) ON ALL WALLS 8 � CARBON MONOXIDE -5-50 KRAFT FACED FIBERGLASS INSULATION JOB: 20-0008 STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS AS REOUIRED BY GOMMERGIAL POWER OR AN ON-SITE ELECTRICAL POWER SHALL BE a") MIN. HEAD ROOM 6'-8". CEILINGS. (TYP) BE GO'�R0510N RESISTANT (MINIMUM 26 GAUGE:) , DETECTOR SMOKE DETECTOR NEW CONSTRUCTION I IN ALL FLAT CEILINGS. ALL EXPOSED FASCIAS 8 TRIM TO BE GAPPED ATTACHED W/ 8D COMMON NAILS ® 6 APPENDIX J SYSTEM OR IN BUILDING5 THAT UNDERGOING REPAIR, HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE: EXISTING � * -2-21 KRAFT FACED FIBERGLASS INSULATION IN ALL 06/10/22 BY ALUM. D.G. AT PANEL EVVES AND 12" O.G. IN R313.1.2 POWER SOURCE ALTERATION,CHANGE OF OCCUPANCY,ADDITION, OR STAIRAAY. HANDRAIL HSHT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. 100 GFM FAN BEARING WALL T FLOORS OVER UNCONDITIONED SPACE SHEET NO. I/2" MOISTURE RESISTANT ALL VALLEYS, CHIMNEYS, .SKYLIGHTS, EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE RE OUIRED SMOKE ALARMS SHALL RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 34" d NOT MORE THAN MAINTAIN MIN. b" CLEAR FROM BOTTOM OF GYPSUM D- (TAPED RAKES TO RELIEVE "STOF:M(•aUARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THH BUILDING WIRING R313�42 EXISTINc'�"l DIN65 56" ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. X POST TERMINATION NEW RC FND. WALL �- * '�-19 KRAFT FACED FIBERGLASS INSULATION IN ALL '� EXTERIOR WALLS. SPAGKLED-3 GOATS MIN.) THE UPPER TOP PLATE WITH ALL PANEL W'••fEN SUCH WIRING 15 SERVED FROM A GOMME:RGIAL SOURCE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIM1=TEf�. HOLD DOWN SEE: 8/A-2 R�-a RIGID INSULATION IN ALL EXTERIOR WALLS. , BARRIER BY GAF OR APPROVED EQUAL. AT BEHIND ALL TUC3.a, EDGES OVER FRAMING. OR AN ON-SITE ELECTRICAL POVC-R SYSTEM AND WHEN EXISTING f3UiLDINGS UNDE .GOING REPAIR, ALTERATION, DIMrNSION OF AT LEAST 4 4 NOT CONTRACTOR TO VERIFY EXISTING FIRST GS-W5P D UNDE:f AYMENT 24 ALL EVES � RAKES. EXTEC�! .L T.&. TEMPERED GLA55 SHOWERS, SINKS W.G IN HOLDOWNS ARE REQUIRED AT EACH END PRIMARY POWER 15 INTERMPTED,SHALL RECEIVE POWER CHANGE OF OCCUPANCY, ADDITION,OR RELOGTION IN 6RE'.ATER THAN b-1/4" W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO (Continuously sheathed wood structural pane! +�TO BE PROVIDE IN CEILINGS EXPOSED TO UNH`ATED SPACES. PAST Tff_ INSIDE THE EXTERIOR WALL LINE OF , APPENDIX J. GROSS SECTION OF 2-1/4 BE (2)2x6 U.N.O. FASTENERS b EDGE 12 FIELD Ih15ULATION BY OWENS CORNING" OR AP�QVED EQUAL A,- ! BATHROOMS. (TYP) THE BUILDING. - OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH Low Slope Roof/Shinggle REVISIONS: Tie-In De ail DATE DESC. ROOFTOP CUPOLA, T.B.S BY OWNER Shingle underlayment OB/TE DOB REVIEW Shingles pnaCH ROOF GON5TRUGTION 8 FT. EXPOSED FASTENER GALVANIZED • STEEL ROOF PANEL T.B.S BY OWNER) g0# ROOFING FELT. Fasteners 1/21, GDX PLYWD. SHEATHING. approx. 8" D.C. 2x ROOF RAFTERS LibertyT"a T/O CUPOLA Base flashing must FLASHING SHALL BE INSTALLED AT EX. extend ROOF AND NEW ROOF INTERSECTIONS up a minimum of 3 course • Ix FASCIA 4 TRIM (TYP) of shingles. 12" ❑ ' T/O PORCH ROOF RIDGE 12 z SEAMLESS ALUM. LDRS. pprox.Fasteners - PITCH 4.5 a�prox. \11, - -- -- -- ----- --- - F GUTTERS (TYP) _ Libert - -- -- O VENTED VINYL SOFFITS T.M.E. (TY-) must — - - flas y -- -- T/O PLATE flashing • - - - — - extend - up a minimum of ,,,,, ,,,,, VINYL SIDING TO MATCH EXISTING 3 courses of atesi Sure-Grip SIDING IN ALL RESPECTS (TYP) shingles. Adhesive Plywood Deck - 4" WIDE VINYL TRIM (TYP) • 0 El - - 4X4 POST WITHIN b" VIA. - ! SMOOTH TAPERED FIBERGLASS COLUMN BY -- _ - I- - - - SUPERIOR ALUMINUM ROUND OR - -- ROOF TO REMAIN - APPROVED EQUAL, TYP. ® 5 EXIST G P/C STOOP FLASHING SHALL BE INSTALLED AT WALL AND ROOF , _ INTERSEGL� S _ - O G T.O. BLUE STONE STOOP ALL VAL S,EAVES AND RAKES T RE I "STORM6UARD" LEAK BARRIER BY "GAF" OR APPROVED GRADE EQUAL. AT ALL EVES 8 RAKES. EXTEND UNDERLAYMENT F24" PAST THE INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 2 FRONT ELEVATION TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF SHINGLES (T.5.5 BY OWNER) 30# ROOFING FELT. 1/2" GDX SIDE ELEVATION A2 SCALE: 1/4"=I'-O" PLYWD. SHEATHING. 2x ROOF RAFTERS A2 SCALE: I/4"=1'-O" PROVIDE MINIMUM I" SPACE BETWEEN THE ALL VALLEYSAAVES AND RAKES TO RELIEVE "STORM(SUARD" INSULATION THE ROOF SHEATHING EX. RIDGE U LEAK BARRIER BY "GAF" OR APPROVED EQUAL. AT ALL EVES 4 T/O RIDGE RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE 4 Ip IC) EXTERIOR WALL LINE OF THE BUILDING. (TYP) VENTED VINYL SOFFITS T.M.E. (TYP) O Ix FA501A 4 TRIM (TYP) R¢ A"{ WINDOWS b DOORS BY "ANDERSEN" a W/ MIN. DP50 RATING OR EQUAL W/ TRIM T.M.E. (i SEAMLESS ALUM. LDRS. GUTTERS I� + W (TYP) U VALUE =24 SHG=.32 tt 2 f'` * * ATTIC 2 RR• ® I6' ~' ' TYPICAL ROOF ASPHALT ROOF SHINGLES TO T/O IST FL. PLATE MATCH EXISTING ROOF IN ALL RE5PEGT5 (TYP) -_-- WINDOW BY "ANDERSEN" (200 SERIES) R-30 INSUL. T/O RIDGE W/ MIN. DP30 RATING OR EQUAL W/ 5/4" PLYWD. SUBFLOOR TRIM T.M.E. (TYP) U VALUE 2a GLUED AND NAILED (TYP) ` VENTED VINYL SOFFITS T.M.E. (TYP) --- --_-_----- _ -------- - Ix FASCIA 4 TRIM (TYP) - -- - ----- TYPICAL EXTERIOR WALL GONST: N m PROVIDE SPAN (TYP) - -- -= _- ---- - - _- -- -- - - ------ - --- -- - - _ VINYL CLAP BATHROOM - T/O NEW ROOF .._._ .__.. - _----- - - ID HOUSE WRA D - -- - - - SHEATHING. 2xb STUDS ® I6 O.G. ION r P R . TYVEK HO ------ ----_--- _ SEAMLESS ALUM. LOPS. � PITCH 2 - INSULATION X PLYWD �� T / r- GUTTERS (TYP) 3" THICK MINERAL - - - _ - BATT INSULATION I - - -- W/ R-IaKRAFT FACED BATT INSUL. R-21 INSUL. - - - - � T/O PLATE T/O FIRST FLOOR I - p VINYL SIDING TO MATCH EXISTING 652 w SIDING IN ALL RESPECTS (TYP) - EXISTING AVERAGE GRADE " EX. CRAWL SPACE �{•; 2 P.G. 5LA6 0 VINYL CORNER BOARD (TYP) - - _ ILIO ' RELOCATE EX. VENT PIPE CRAWL SPACE PENT, (TYP) m DAMPROOFING TO GRADE AND ACCESS HATCH Lo co - - ) � B/O FT6. -O 1A TYPICAL FOUND. CONSTRUCTION: NEW (2)2xb P.T.PTSILL PLATE ON � ' 8" PO CONCRETE WA TERMITE SHIELD W/ SILL INSULATION � O � T/O FIRST FLOOR — D I b"x8" DE 5/5" VIA. ANCHOR BOLT5 YV•.•. ,••• r... •• ,•..••:; POURED P POURED 8ll n ti Z s ..: :...:.•..: :.. KEYED TO E •.•,.,...• - :. •..,. CONCRETE FOOTING 3 x3 xl/4 BEARING PLATE ® MAX � GRADE :• ... .:...; . ... _ fy REINFORCED W/ (5) #5 REBARS 36" O.G (TYPICAL 12" FROM ENDS N CONT. IN FTC. (TO BE MIN. 3'-0" OF EACH PLATE SECTION) (EXTEND BELOW GRADE) BOLTS MIN. 1" INTO CONCRETE) 0 0 CD 5 SECTION 3 ELEVATION — 4 REAR ELEVATION A2 SCALE: I, SIDE EL A2 5GALE• v4 -I o A2 SCALE: I/4"=I'-O" Generated by REScheck-Web Software Outer third of 1/2 GDX PL-YWD. SHEATHING. Compliance Certificate span only " EXIST V.T.R. I PORCH ROOF CONSIRUC-TION 1� 8 FT. EXPOSED FASTENER GALVANIZED I STEEL ROOF PANEL TB-5 BY OWNER) ROOF Project Mantione M vN' 2) 30# ROOFING FELT. 1/2" GDX PLYWD. SHEATHING• M M c E 2x ROOF RAFTERS .Inv Energy Code: Cutchogue, ogee, e •York IECC °' o ° \ Location: Cutchogue,New York 1/4 Joist (1 X � ^•E c7 2XIO RIDGE 2„v �/ \ Construction Type: Single-family v m M_ c�,•1 C E / Project Type: Addition depth, Max. X 0 U T/O RIDGE 12 PeimateZone: 4 (5572 HDD) 1/3 Joist 2"Min. >_ SEAMLESS ALUM. LORS. E G "r PITCH 4.5 a } o Z li Y rmit Date: „ O !Q•R I Permit Number: depth, MaX. 1/3 Joist— 1 t�0 aj � � E (WTTEP- (TYP) ® 6 x6 G.T A 16,OG. ® /6rr Ix FASCIA TRIM (T`i'P) ��R �C g/q■fgp Construction Site: owner/Agent: Designer/Contractor: depth,Max.. 0 (n 2 g/4�Gw 1290 Sterling Rd Mantione Mark Schwartz 1/6 Joist UCutchogue,NY 11935 1290 Sterling Rd Mark Schwartz and Associates E T/O 1ST FL. PLATE 2xb 6.1616 O.G. 0 , 2xb G.T® I6 O.G. ' Cutchogue,NY 11935 Cutchogue, Main Rd depth, Max. coM = a Cutchogue, 5 11935 - Lo ^ Y 631-734-4185 � U t j = S mkarchitect@optonline.net a U Solid sawn joist and rafter notching and boring limits 00 E 5 VENTED VINYL SOFFITS T.M.E. (TYP) I COMPOSITE ROUND COLUMN ON VINYL PEDESTAL BASE W/ P/T 4x4 POST W/ NOTE: c w dJ e• NEW FIXTURES TO COMPLY W/ compliance: .o ter .:- Cod Maxim - __.,-.-__--IA: ._... ._._-m SHG_ . _ o GALV. POST GAP MODEL #BG52-2/4 d I CODE REGiUIREMENTS FOR Compliance:0.0%Better Than Code Maximum UA• 9 Your ILIA: D Maximum SHGC: 0.40 Your SHGC: 0.32 a GALV PO°'�T ANCHOR MODEL # ASU44 I The Better or Worse Than Code Index reflects how close to compliance the house is based on code t ade off roles. � 2"V CERTIFIED WATER SAVING ttWES NOT provideanestlmateot energy use or cost ralativetrtaminimurn-codehome 1- TO FOUNDATION WALL BELOW (TYP OF 4) PLUMBING FIXTURES Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slib-ocreme tgrade TYPICAL CONCRETE SLAB' IBATH assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 4" P.G SLAB bxb 10/10 W.W.M 2"V 2" I2"V KITCHEN ALL PLUMBING WORK SHALL I cn 4" COMPACTED POROUS GRAVEL-FILL LNDRY CONFORM TO IRG PLUMBING Envelope Assemblies Notch COMPACTED CODE depth<1/4d d (c15% WELL ) I , Hole edge T/O STOOP '_ " of distance>5/ z •. •• t _.. _ .. . - ...._ __ Outer 1/3 4a hl .{ •1'�R reti` p11 Oa.)ai:t �.: ).r• O EXISTING AVERAGE GRADE ; WASHE Ceiling Flat Ceiling or Scissor Truss 34 30 0 0.0 0.035 0.026 1 1 span only _ Wall.Wood Frame,16^D.C. Hole diameter Window:Vinyl Frame 108 19.0 5.0 0.045 0.045 5 5 (J� e 2/5d SHGC:0.32 6 0.290 0.270 2 2 Single Stud Hole diameter 5 Stud a 3/5d ri 0.033 1 1 1 T FLOOR 4 21.0 0.0 0 044 - • ' � Floor:All-Wood Joist/truss 3 Double Stud � lV 4 '; Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other B/O FTC. 3°5 2" 2"W 2"W 2"W calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2018 IECC TO E�STING SYSTEM requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Plate iOtMD CONSTRUCTION: 3°W Checklist. 082622 Hole edge TYPICAL F Name-Tit a Mark Schwartz RA Signature w a ■� g 8" POURED CONCRETE WALL KEYED TO Date distance>�5/8" Ib"x8" DEEP POURED CONCRETE FOOTING '"'" REINFORCED W/ (5) #5 REBARS CONT. IN (�,c �X FTC. (TO I3E MIN. 3'-0" BELOW 6RADE) � A Project Title:Mantione Report date: 08/26122 Stud notching and boring limits Page 1 of 1 t f Data filename: �■�-� tZ��.; -� PLU BING RISER DIAGRAM b FRONT PORCH SECTION A-3 SCALE: N.T.5. PERMANENT AND WITHOUT A D15GONNEGTING SWITCH OTHER NPJTt: NOTE: SYMI3I_�-�EGEND E-T ' NOTE: RESIDENTIAL GODS OF NYS N'.W WOOD STAIR ♦?AILING. TO BE ONNER RESPONSIBLE FOR ORDERING SOIL EXTG. WALLS TO BE REMOVE �-30 KRAFT FACED FIBERGLA55 INSULATION DRAWN: CC FLASHING SHALL BE INSTALLED AT WALL AND EXTERIOR. WALLS ARE DESIGNED A 31 I SMOKE ALARMS THEN TH45E REQUIRED FOR OVERGURRENT PROTECTION. SINGLE 4 MULTIPLE STATION NOTE: R THERE I5 A ALL EXTC r SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK F02 BARING CAPACITY O IN ALL CATHEDRAL CEILINGS. SCALE: 20 NOl " SUM BD. TAPED ROOF INTERSECTIONS; WHERE EVE SMOKE ALARMS EXTG. WALLS TO REMAIN 1/2 GYP ( TION AND ; "TYPE I I" PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, POWER' G�'CRATED WHEN INSTALLED IN BUILDINGS WITHOUT H'7T 8-I/4" MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. KRAFT FACED FIBERGLA55 INSULATION JOB: 20-000f PAGKLED-3 GOATS CHANGE IN ROOF SLOPE OF DIREG r- ADDITION OR RELOCATION SHALL CARBON MONOXIDE IN ALL FLAT CEILINGS. d S > L ROOF' OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. I/2" WOOD CHANGE- Or- OCCUPANCY, COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POI^'tER SHALL BE C19 MIN. HEAD ROOM b'-S". 061O. MIN) ON ALL WALLS AROUND AL f STRUCTURAL PANELS ON EXTERIOR BE P"'AVIDED WITH SMOKE ALARMS AS REQUIRED BY DETECTOR SMOKE DETECTOR NEW CONSTRUCTION BE c:ORR0510N RESISTANT (MINIMUM 26 GAUGE) SYSTEM OR IN BUILDING5 THAT UNDER60ING REPAIR, HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING I KRAFT FACED FIBERGLASS INSdJLATION IN ALL SHEET N0. CEILINGS. (TYP) ED FASGIAtS N TRIM TO BE GAPPED ATTACHED W/ 8D COMMON NAILS b" APPENDIX J ALTERATION, GRANGE OF OCCUPANCY,ADDITION, OR STAIRWAY. HANDRAIL HGHT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. 100 GFM FAN BEAf:ING WALL FLOORS OVER UNCONDITIONED SPACE ALL EXPOS O.G. AT PANEL EDGES AND 12" O.G. IN F313.1.2 POY rR SOURCE RED SMOKE ALARMS SHALL RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 54" d NOT MORE THAN MAINTAIN MIN. b" CLEAR FROM BOTTOM OF *)Z-Iq KRAFT FACED FIBERGLA55 INSULATION IN ALL MOISTURE RESISTANT BY ALUM. POST TERMINATION NyW P.G FND. WALL I/2 M KYLIGHTS EAVES AND FIELD. EXTERIOR 5HEATHIN6 SHALL BE IN NEW CONSTRUCTION,THE REQUI EXTERIOR WALLS. , ALL VALLEYS, GHIMNEY5, S .31342 EXISTINGl1j.DINGS 3�a" ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. HOLD DOWN SEE 8/A-2 CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PrZIMARY POWER FROM THE BUILDING WIRING CARBON MONOXIDE ALARM5 SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER RIGID INSULATION IN ALL EXTERIOR WALLS. GYPSUM BD. (TAPED $ MGUARD LEAK CO 1 r- / M A COMMERCIAL SOURCE,GA „ CS-W5P .I a STOP - D FRO rr CONTRACTOR TO VERIFY EXISTING FIRST � +� • O RELIEVE N� IS SERVE - - T 4 d NOT T.G. TEMPERED GLA55 RAKES T ATE WITH ALL PANEL hf�.N SUCH WIRI - TOP PLATE, INGS UNDERGOING REPAIR, ALTERATION, �I DIMENSION Of AT LEAS (Continuously sheathed wood structural panel TO BE PROVIDE IN CEILINGS EXPOSED TOE UNHEATED SPACES. SPAGKLED-3 GOATS MIN.) LITH :RIER BY "GAF" OR APPROVED EQUAL. AT 'VE Ui PE, t-_ EXISTING BUILDBEHIND ALL TUBS, - 1 ERLAYMENT 24° EDGES OVER FRAMING. OR AN ON-SITE ELECTRICAL POW-R SYSTEM AND WHEN FASTENEF,S 6" EDG� 12" FIELD IN�'JLATION BYEVES � F.AKES. EXTEND Uf~D D :.IMARY POWER 15 INTERRUPTED,SHALL RECEIVE POWER CHANGE OF OCCUPANCY, ADDITION, OR RELOGTION IN � GREATER THAN b-I/4" W/ A MAX FLOOR WINDOW HEADER 51ZE5. MIN. 51ZE TO SHOWERS, 51NI�5 W.G IN ,T THE INSIDE THE IEXTE:IDR WALL LINE OF HOLDOWNS ARE REQUIRED AT EACH EN Pf' r- f+,000RDANGE WITH APPENDIX J. CROSS SECTION OF 2-1/4 . BE (2)2xb U.N.O.iiBATH'�OOMS. (TYP) OF PERFORATED SHEA`i WALL. FROM THE BATTEtY. WIRING SHALL B�BUILDINCa. Y - Low Slope Roof/ShMail le REVISIONS: ROOFTOP CUPOLA, T.B.S BY owNER Tie-in PORCH ROOF CONSTRUCTION: Shingle underlayment DATE DESC. Shingles 08/26/22 DOB REVIEW 8 FT. EXPOSED FASTENER GALVANIZED STEEL ROOF PANEL T.B.S BY OWNER) 30# ROOFING FELT. 1/2" GDX PLYWD. SHEATHING. _ Fasteners 2x ROOF RAFTERS approx. 8" o.c. T/O CUPOLA Liberty TM FLASHING SHALL BE INSTALLED AT EX. ffllashing must ROOF AND NEW ROOF INTERSECTIONS extend.a minimum ❑ Ix FASCIA 4 TRIM (TYP) of shingles. 1111111, T/O PORCH ROOF RIDGE 12" SEAMLESS ALUM. LDRS. 4 12 PITCH 4.5 12' F GUTTERS (TYP) approx�rs \-- ----------------------- 8 o.c. -- - VENTED VINYL SOFFITS T.M.E. (TYP) T/O PLATE - Lrbertyr^" Cap - ,, flashing must , . extend VINYL SIDING TO MATCH EXISTING up a minimum of Sure-Grin"SIDING IN ALL RESPECTS (TYP) 3 courses of atrixTM'® - shingles. Adhesive p .9 - = 4" WIDE VINYL TRIM (TYPE Plywood Deck I - >c 4X4 POST WITHIN 6" DIA. - ! SMOOTH TAPERED r FIBERGLASS COLUMN BY SUPERIOR ALUMINUM ROUND OR APPROVED EQUAL, TYP. a 5 P/C STOOP - - _ . - EXISTING ROOF TO REMAIN FLASHING SHALL BE INSTALLED AT WALL AND ROOF T.O. BLUE STONE STOOP - INTERSECTIONS ALL VALLEYSEAVES AND RAKES TO RELIEVE GRADE "STORMGUARD" LEAK BARRIER BY "GAF" OR APPROVED Q EQUAL. AT ALL EVES 4 RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE EXTERIOR WALL LINE OF THE SIDE ELEVATION 2 FRONT ELEVATION BUILDING. � I TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF SHINGLES A2 50ALE. I/4"=1'-O" (TJ5.5 BY OWNER) 30# ROOFING FELT. 1/2" GDX A2 50ALE: I/4"=1'-o" PLYYO. SHEATHING. 2x ROOF RAFTERS ALL VALLEYSEAVES AND RAKES TO RELIEVE "5TORMGUARD" PROVIDE MINIMUM I" SPACE BETWEEN THE -LEAK BARRIER BY "GAF" OR APPROVED EQUAL. AT ALL EVES 4 INSULATION 4 THE ROOF SHEATHING EX. RIDGE RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. (TYP) T/O RIDGE 12 VENTED VINYL SOFFITS T.M.E. (TYP) 4 L O WINDOWS 4 DOORS BY "ANDERSEN" Ix FASCIA 4 TRIM (TYP) Ft�- W/ MIN. DP50 RATING OR EQUAL W/ TRIM T.M.E. cV �X- (TYP) U VALUE =.24 5146=.32 A-+ t SEAMLESS ALUM. LDRS. 4 GUTTERS 12 v � ��.�-� + TYPICAL ROOF ASPHALT ROOF SHINGLES TO 2 RR ® I6'�"'" + + ATTIC MATCH EXISTING ROOF IN ALL RESPECTS (TYP) Wilk T/O IST FL. PLATE --- Q� T/O RIDGE WINDOW BY "ANDERSEN" (200 SERIES) I W/ MIN. DP50 RATING OR EQUAL YV R-30 INSUL. VENTED VINYL SOFFITS T.M.E. (TYP) TRIM T.M.E. - 5/4" PLYWD. SUBFLOOR i0 - - - -- -- ----- - ---- - ------ -- -- -- - -. ❑ -. ivy Ix FASCIA 4 TRIM (TYP) O 5H=.32 E GLUED AND NAILED ) - - -- 2a --- --- ---- - ---- --- - - --- - t PROVIDE BLOGKING(TYP �\ T/O NEW ROOF _ - - MID- SPAN VINYL CLAPBOARD EXTERIOR 5 DING LL �M E.• SEAMLESS ALUM. LDRS. 4 — i- "TYVEK" HOUSE ( )WRAP R-5 RIGID t' ABATHROOMN � - - PITCH 2 _ - _ 3: N SHEATHING.INSULATION !/2x6 STUD5 ®W 6 O.G. i GUTTERS — - " B' TT THICK MINERAL / (TYP) - W/ R-IaKRAFT FACED GATT INSUL. A T/O PLATE � 11-0■ R-21 INSUL. - FIRST FLOOR / RESPECTS _ VINYL SIDING TO MATCH EXISTING _ 632 = VIINYL CORNER BOARD (TYP) J ------ -- --- 0 EXISTING AVERAGE GRADE cv :. EX. CRAWL SPACE <. 2" P.G. SLAB CRAWL SPACE VENT, (TYPJ -43 - � RELOCATE EX. VENT PIPE - - m DAMPROOFING TO GRADE U I i AND ACCESS HATCH � B/O FTC. to T/O FIRST FLOOR corr � TYPICAL FOUND. CONSTRUCTION: NEW (2)2xb P.T. SILL PLATE ON 811 POURED CONCRETE WALL TERMITE SHIELD W/ SILL INSULATION •U) 00 I i t GRADE KEYED TO I6"x6" DEEP POURED 4 5/8" DIA. ANCHOR BOLTS YV CONCRETE FOOTING 3"x3"xl/4" BEARING PLATE @ MAX. Z REINFORCED W/ (3) #5 KEBABS 36" 0.0 (TYPICAL 12" FROM ENDS l.t. CONT. IN FTC. (TO BE MIN. 3-0 OF EACH PLATE SECTION) (EXTEND BELOW GRADE) BOLTS MIN. '1" INTO CONCRETE) U) 0 °3 SIDE ELEVATION 4 REAR ELEVATION 5 SECTION U A2 50ALE: 1/4'*'-o" A2 50ALE: I/4"=1'-o" A2 50ALE: I, CCf I/2" COX PLYWD. SHEATHING. Generated by ibEScheck-Web Software Outer third of PORCH ROOF CONSTRUCTION: EXIST V.T.R. Compliance Certificate span only 8 FT. EXPOSED FASTENER GALVANIZED , STEEL ROOF PANEL T.B.5 BY OWNER) 30# ROOFING FELT. ROOF 0 1/2" GDX PLYWD. SHEATHING. Project Mantione 2x ROOF RAFTERS N ..-. 2"V Energy Code: 2020 NYStretch-2018 IECC M '�t c E X 2x10 RIDGE Location: Cutchogue,New York r Oj O Construction Type: Single-family 1/4 Joist Ilk T/O RIDGE 2i Project Type: Addition Y CI _ U 12 ' depth, Max. m _rn M. o SEAMLESS ALUM.ALCM. LDRS. 4 bit G k PITCH 4.5 Climate Zone: 4 (5572 HDD) 1/3 Joist 2"Min. d x p Permit Date: O R Permit Number: depth, Max. d } ti V to ® x6 C. ® I6'O G. ® / m Ix FASCIA 4 TRIM (TYP) X�ft Err pC 1/3 Joist--'�'I a Z to � " g/4Fga{ Construction Site: Owner/Agent: Designer/Contractor: depth, Max. O 6 � a r ■ 5/4,� 1290 Sterling Rd Mantione Mark Schwartz - V T/O IST FL. PLATE 2xb 610 16 O.G. � 2xb ON a 16 O.G. Cutchogue,NY 11935 1290 Sterling Rd Mark Schwartz and Associates 1/6 Joist C Cutchogue,NY 11935 28495 Main Rd • s s VENTED VINYL SOFFITS T.M.E. (TYP) Cutchogue,NY 11935 depth, Max. r- Y COMPOSITE ROUND COLUMN ON VINYL :� V V :� mkarchitect@optonline.net to U 3. 631-734-4185 7 T E N PEDESTAL. BASE W/ P/T 4X4 POST YV � 2fI./ �� I �� Solid sawn Joist and rafter notching and boring limits � � � I I NOTE: i I GALV. POST GAP MODEL #B052-2/4 4 Compliance: o.o%Better _.--._... .- �.._...._ _W ... _............. N o W _ = GALV POST ANCHOR MODEL # ABU44 I NEW FIXTURES TO COMPLY W/ CODE REQUIREMENTS FOR Than Code Maximum UA 9 Your UA " Maximum SHGC: 0.40 Your SHGC:0.32 s t— TO FOUNDATION WALL BELOW (TYP OF 4) I 12"V CERTIFIED WATER SAVING The%Better or Worse Than tale Index reflects how close to compliance M based e house Is on code trade-off rules. (Z It DOES NOT provide an estimate of energy use w cost relative to a minin,n ode home. TYPICAL CONCRETE SLAB: PLUMBING FIXTURES Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade 4" P.0 51-AB lox& 10/10 W.W.M I BATH assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 4" COMPACTED POROUS GRAVEL-FILL 2tI 211 � LNDRY I (415% WELL COMPACTED) 12"V KITCHEN ALL PLUMBING WORK SHALL T/O STOOP CONFORM TO IRC PLUMBING Envelope Assemblie Notch ;f? _ A I CODE —!V i t• WG a ;5,4 ', .0 +teaje< t,>a:.s aa• ;, . xt: %• t depth t 1/4d d �s. Hole edge krEXISTINS AVERAGE GRADE distance)e 5/8^ •' �' WASHE Ceiling:Flat Ceiling or Scissor Truss 34 300 00 0 035 0.026 L 1 Outer 1/3 of Wall:Wood Frame,16"O.C. 108 19.0 5.0 0.045 0.045 5 5 span only O rr Hole diameter to 0 a SHONE Window:Vinyl Frame a 2/Sd 1ST FLOOR 6 0.290 0.270 2 2 sH�c:0.32 Single Stud Hole diameter m Stud g Floor•.All-Wood Jolst/iruss 34 21.0 0.0 0.044 0.033 1 1 � 3/5d .4 r B O FTC. u N Compllance Statement The proposed building described r OOUt11e Stud 3 S 2" 2 W 2nW 2nW p p ul ding design d o o ed b a Is consistent with the building plans,020 N specifications,end other N calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2016 IECC TO EMSTING SYSTEM 1-. requirements in RFScheck Ver io TYPICAL FOUND. CONSTRUCTION: q s n:RFScheck-Web and to comply with the mandatory requirements listed in the RFScheck Inspection 3°W 8" POURED CONCRETE WALL KEYED TO Checklist. Mack Schwartz RA 08.2612 Plate 16"x8" DEEP POURED CONCRETE FOOTING Name-Title signature Date Hole edge distance a 5/8" If REINFORCED W/(3) #5 R,EBARS CONT. IN FTC. (TO BE MIN. 3I 0-0 BELOW GRADE) -► P L U 1 B 1 N G RISER DIAGRAM Project Title Ma ntione Report date: 08I of I 1` t' + *y, k•' Stud notching and boring limits �� r_•r�;��.- *` FRONT PORCH SECTION Data filename: Page lof 1 g g I �:✓� b A-3 SCALE: N.T.S. - ,, A2 50ALE: 1/4 -I -O �',� c �1 PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER NOTE: LlOTE: FLASHING SHALL BE INSTALLED AT WALL AND L`!4_ _ RESIDENTIAL GODS Ol- NYS NOTE SYME30L LEGEND NOTE- 1/2" GYPSUM BD. TAPED ROOF INTERSECTIONS; WH::RZE EVER THERE 15 A ALL EXTERIOR WALL5 ARE DE51GNvD AS R3I3.1.1 SMOKE ALARMS THEN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NEW WOOD STAIR 4 RAILING. TO BE OV`1NaER RESPONSIBLE FOR ORDERING SOIL a N� I/2 Y ( EXTG. W4LL5 TO BE P�.EMOV� �'�-30 KRAFT FACED FIBERGLASS INSULATION DRAWN: CC CHANGE IN ROOF SLOPE OR DIRECTION; AND "TYPE 11" PE RFOI'w.ATED SR-ARWALLS. EXISTING BUILDINC75 UND=RGOING REPAIR, ALTERATION SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO GHEGK FOR BEARING CAPACITY O � SINGLE 4 MULTIPLE STATION 4 SPAGKLED-3 GOATS IN ALL CATHEDRAL CEILINGS. SCALE: AS NOTED MIN) ON ALL WALLS 4 AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2" WOOD CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL POWER Or-T-RATED WHEN INSTALLED IN BUILDINGS WITHOUT HST 8-1/4" 4 MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXTG. WALLS TO REMAIN CEILINGS. (TYP) BE CORROSION R.E51STANT (MINIMUM 26 GAUGE) STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY COMMERCIAL POW-R OR AN ON-5ITE ELECTRICAL POI�R SHALL BE ef ) MIN. HEAD ROOM 6-8 . � 30 KRAFT FACED FIBERGLASS INSULATION CARBON MONOXIDE JOB: 20-0008 ALL. EXPOSED FASCIAS 4 TRIM TO BE GAPPED ATTACHED W/ 8D COMMON NAILS eP 6" APPENDIX J SYSTEM OR' IN BUILDINGS THAT UNDC"'•.GOING REPAIR, HANDRAIL ON AT LEAST ONE DETECTOR SMOKE DETECTOR NEW CONSTRUCTION IN ALL FLAT CEILINGS.SIDE OF CONTRACTOR TO RE-GRADE EXISTING � 08110122 BY ALUM. O.G. AT PANEL EDGES AND 12" O.G. IN R313,1.2 POWER SG IRO! ALTERATION CHANGE OF OCCUPANCY ADDITION, Or, STAIRWAY. HANDRAIL HGHT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. o 100 GFM FAN S-21 FLOORKRAFT FACED FIBERGLASS INSULATION IN ALL 1/2" MOISTURE RESISTANT i I RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS 'RAN 34" 4 NOT MORE THAN MAINTAIN MIN. b" CLEAR FROM BOTTOM OF BEARING WALL T FLOORS OVER UNCONDITIONED SPACE SHEET N0. ALL. VALLEYS, CHIMNLY5, SKYLIGHTS EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN NEW GONSTRJGTION, THE REGQUIRED SMOKE ALARMS SHALL GYPSUM BD. (TAPED 4 „ ' l R313.4.2 EXISTING BUILDINGS 36" ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. It- - - *9-15 KRAFT FACED FIBERGLASS INSULATION IN ALL RAKE5 TO RELIEVE 5TORMGUARD LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDINS WIRING X P05T TERMINATION NEP"i P.G FND. WALL EXTERIOR WALLS. SPAGKLED-3 GOATS MIN.) c THE UPPEr: TOP PLATE WITH ALL PANEL WHEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOUF'.CE CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER HOLD DOWN SEE 8/A-2 s BEHIND ALL TUBS Ali BAFiF:IER BY "GAF" OR APPROVED EQUAL. AT r � �- RIGID INSULATION IN ALL EXTERIOR WALLS. EVES 4 RAKES. EXTEND UNDERLAYMENT 24" EDGES OVER FRAMING. i OR AN ON-SITE ELECTRICAL POI^C-R SYSTEM AND WHEN EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, DIMENSION OF AT LEAST 4" 4 NOT CONTRACTOR TO VERIFY EXISTING FIRST 05-W5P SHOWERS, 51NKS 4 W.G IN c- �, T.G. TEMPERED GLASS J - t- ,5 r to T THE INSIDE; THr EXTERIOR WALL LINE OF HOEDOWN ARE REQUIRED AT EACH END PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER GRANGE OF OCCUPANCY, ADDITION,OR R-LOGTION IN C•REATER THAN 6-1/4 W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO (Gant nuously sheathed wood structural panel TO BE PROVIDE IN GEILIN � EXPOSED TO UNHEATED SPACES. BATHROOMS. (TYr) OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. CROSS SECTION OF 2-1/4". BE (2)2x6 U.N.O. FASTENERS b EDG_ 12 FIELD INSULATION BY "OWEN5 CORNING" OR APPRO�(EDDP_EQUAL [T�H�EBUILDING. - DMSION 1 - REVISIONS: 1 Work performed shal comply with the following JY Lao Bolts: DATE DESC. a. These general notes unless otherwise noted on plans or specifications. 1 Shall be of structural grade steel 2 Ali nominal only. shag have insulating glass, or single glass with storm windows si equal Sizes indicated on plans are b. Bu iilding Code as specified on the architecture] drawings. 2. Washers shal be placed under the head of lag bolts bearing on wood. Length of lag bolts shal be minimum 2/3 windo only. Builder a consult with window manufacturer p determine exact sizes, rough opening, etc. At least one osi2sns DOB REVIEW c. Al applicable local and state codes, ordinancds and regulations. depth of members being bolted together. window from each bedroom area shag have a net dear opening area of 5.7 Sq. Ft. (gads floor 5.0 Sq. Ft.) with a net d in areas where the drawings do not address methodically, the contractor shall be bound to perform in strict F. Afterina Structural Members: dear height of 24, a net dear opening width of panels and immediately sill height of 44' or less above the floor for egress compliance with manufacturer's specifications and/or recommendations. 1 No structural member shal be omitted, notched, out, blocked out or relocated without prior approval by the purposes. Glazing in doors and fixed glazed panels npact adjacent to doors or within id ti the floor, which may 2 On-site verification of al dimensions and conddions shal be the responsibility of the general contractor and Architect. Do not alter sizes of members noted without approval of Architect. be subject to frequent and recurrent accidental human impact shall be tempered as per Residential Code of New York State and local codes and ordinances. his subcontractors G. Built-w Beams: 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should t Built-up beams or joists formed by a multiple of 2 x members shal be interconnected as follows: consult Architect in case of question. a. Members 9-1/4' and less in depth: glue and internal w/2 rows 16D nails at 12' o.c. staggered DIVISION 9 -FINISHES 4. The general notes and typical detals apply throughout the job unless otherwise noted or shown. b. Members greater than 9-V4' in depth or multiple 3 x members through bolt with V2' diameter machine bolts at A General 5. Discrepancies: The contractor shall compare and coordinate all drawings; when in the opinion of the 24' o.c. staggered t All gypsum wallboard shall be installed in accordance with the provisions of the ReWmtial Code of New York State and contractor, a discrepancy exists he shal promptly, notify the Architect, in writing, before proceeding with the R Cutting of Beams. Joist and Rafters: local codes and ordinances (as applicable). work or he shal be responsible for the same and any indirect results of his action. t Cutting of wood beams, joists and rafters shal be limited to cuts and bored holes not deeper than 1/6 the depth of 2. Gypsum wallboard shall not be installed until weather protection for the installation is provided Storage should be in 6. Omissions: Architectural drawings and specifications shal be considered as part of the conditions for the the member and shall not be located in the middle of V3 of the span. Notch depth of the ends at the member shag not accordance with manufacturer's instructions. work In the event that certain features of the construction are not fully shown on the drawings, current exceed V4 the depth of the member. Holes bored or out into joist shag not be closer than 2 inches to the tip or bottom 3. AI edges and ends of gypsum wallboard shal occur on the framing members except those edges which are national, state and local codes, ordinances, regulations or agreements as well as current acceptable budding of the joists and the diameter of the hole shag not exceed V3 the depth of the joist. The tension side of beams, joists perpendicular to the framing members. Al edges of gypsum wallboard shag be in moderate contact except in concealed practices shag govern, and their construction shall be of the same character as for similar conditions that are and rafters of 4 inches or greater nominal thickness shal not be notched, except at ends of members. spaces where fire resistive construction is not required shown or noted. L Pipes in Stud bearing Nals or Shear Nals: 4. The sizes and spacing of fasteners shag comply with the Residential Code of NYS and local codes and ordinances (as 7. The Architect will not be responsible for and will not have control over construction means, methods, t Notches or bored holes to studs of bearing wags or partitions shag not be more than V3 the depth of the stud applicable). techniques, sequences or procedures, or for safety precautions and programs in connection with the work, and J. Brid dng and Blooft: 5. Provide moisture resistant drywall cement board at tubs and showers as shown on detals in architectural drawings. will not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing 1 There shag be not less than one line of bridging in every eight feet of span in floor, attic and roof framing. The 6. Fire-resistive construction: Garage ceilings and wags when adjacent to a dweing unit shag be of rated construction any of the work, to carry out the work in accordance with the approved contract documents. bridging shal consist of not less than one by three inch lumber double nailed at each end or of equivalent metal according to the UL Design specified on the drawings when units are designed under NYS standards as indicated on the 8. Any and all drawings and specifications for sitework, plumbing supply or waste, electrical circuitry, and bracing of equal rigidity. Mdspan bridging is not required for attic or roof framing where joist depth does not drawings. (5/8' type X wags and ceilings) heating, ventilating, fabricated trusses, and air conditioning systems are not a part of the professional services exceed twelve inches nominal. Blood sold at all bearing supports where adequate lateral support is not otherwise provided to the Client by the Architect unless nduded under their agreement. Any discrepancies with these documents by any of the above fisted services as shown in documents prepared by others should be indicated provided. Blood al minimum walls at maximum intervals of eight feet with mi of 2 x solid material with tight joints. DIV��ON 15 - MECHANICAL Provide 2 x frestops at mid-point vertically of stud wag. Bridging as required by floor truss manufacturer's printed in writing to the Architect Immediately. instructions. A Heatno Ventilation and Air Conditionina 9. Prior to application for building permits, the Contractor will furnish the Architect with two sets of shop 1 All work shal be in fug accordance with all current codes and regulations of the governing agencies. drawings of all prefabricated components, one set to be retained by Architect, the other set to be returned to K Lintel Schedule: 2 Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, duct sizes, etc. to contractor after review. Items requiring shop drawings include but are not limited to roof trusses, floor 1 Unless otherwise shown, provide 1 Intel with 6' minimum bearing for each 4' of wag thickness. Architect prior to installation. Mechanical subcontractor to review structural shop drawings and notify the Architect of any trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be 2. Lintel Schedule: mechanical and structural and design intent conflicts prior to construction. modified during construction from previously approved shop drawings, the Architect shal be furnished prior 3. AI work shal be done in neat and workmanlike manner and so as to not needlessly hamper that portion of the work to fabrication,with revised shop drawings incorperating the revision If the Architect is not provided with the Span: Size of Member above information, the client shag defend, indemnify, and hold harm 4' to 4'-0' 3 V2 x 3 V2 x V2 a 2-2x6 performed by others. less the Architect from any claim or suite whatsoever, including but not Invited to, al payrrKnts, expenses or costs included, arising or alleged to have -T to 5'-0' 4 x 3 2 x 5/16 or 2-2x8 5'-T to 6'-0' S x 3 V V2 x 5/16 or 2-2x1O 1 1.. Plumbing: Al work shall be in full accordance with all current codes and regulations of governing agendas, arisen from prefabricated items. 6'-T to 8'-0' 6 x 3 V2 x 3/8 or 2-2x12 2 AI work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work 10. The conditions and assumptions stated in these specifications shall be verified by the contractor for performed by others. conformance to local codes and conditions. In the event of a discrepancy between these specifications and L Plywood: 3. Pkmbng subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, local codes or conditions, the contractor shag notify the Architect in writing of the discrepancy and special t AN plywood shal be Doug fir or equal it shal be manufactured and graded in accordance with HVAC, structural and design intent conflicts prior to construction Arch itecting requirements shall be applied to inure the bulding's structural integrity. DOC PS 1-95 for Construction and industrial Plywood 11 These requirements may be superseded by more stringent information contained within 2 Each plywood sheet shal bear the 'APA' trademark. DIVISION 16 - ELECTRICAL the drawings. The more stringent shal be followed 3. AI end joints shal be staggered and shall butt along the center Ines of framing members. ►�+ 12. Sol conditions shag conform to or exceed the following conditions: 4. The face gran of the plywood shag be laid at right angles to the joists and trusses and parallel to the studs. t AI work shal be in fuul accordance with all applicable National, State and Local codes and shal comply with the Bearing Capacity. Min 2000 psf. field verified under all footings and reinforced slabs. 5. Nals shag be placed 3/8'minimum from the edge of the sheets. The minimum nag penetration into framing requirements of the serving Water Table: Min 2'-0' below bottom of all concrete slabs and footings. Footings, foundations, wags, and members shag be 1 1/2' for 8d nails and 1 3/8' for 1Od nags. power and telephone companies. �--+ slabs shag not be placed on or in Marne Clay, Peat and other organic materials. 6. AI floors shal be nailed as per nailing schedule. 2. All work shag be done In a neat and workmanlike manner and so as to not needlessly hamper that portion of the 0 13. Live Loads: Roof: 20psf. Floor. 4Opsf (except sleeping rooms: 30psf). Exterior Balconies: 60psf. Stair Landings: M Comer racing work C B : 40psf. Wind Load 15psf. Garage: 5Opsf. Maximum foundation lateral pressure: 4Opsf. Dead Loads: 10psf. performed by others. t Unless otherwise noted, brace exterior comers of building with 1 x 4 diagonals, let into studs, or with 4 x 8 Decks: 4Opsf. Attics without storage 10psf. Attics with storage 2Opsf. Guardrails & Handrals 2O0psf. 3. Installation:14. Bottom of footings shall extend below frost line of the locality and nronimum 3'-0' below existing grade to plywood sheet of thickness to match that of sheathing or with metal strap devices installed in accordance naing schedule a, Al equipment installed outdoor and exposed to weather shag be weatherproof. undisturbed sod or soli compacted to 95 % dry density having a load carrying capacity as specified inNote 12, 2 Lap plates at all comers. b. Bottom of receptacles and switches shag be located 5' above counter top unless otherwise noted on drawings. as verified by a soils Architect licensed in the locality where project is being built. c. Receptacles shall be installed vertically at 12' above Trish floor and 12'-0' o.c. horizontally. Al receptacles within 15. AN foundation wag badkful under slabs where distance from edge of wall to edge of undisturbed sod NaTin 6'-0' horizontally of a sink lavatory or tub shag be wired to a ground fault interrupted circuit. exceeds 16%but less than 4'-O% shag consist of dean, porous, sod compacted in 6' layers to 95% dry density 1 AN nailing shall comply with nailing schedules (see attached schedule) and d. Wag switches to be 48' above floor. all state and local building codes, or maufacturer's recommendations. e. All smoke detectors to be line voltage and wired n a manner such that the activation of one will activate al Each or provide +4 rebar at 2'-0' o.c., Y-0' beyond edge of undisturbed soil and T-0' into foundation wall 90 16. Free draining granular backfill (SM or better) shag be used against foundation wags consistent with the 0. Fire Stop nil floor level to have at least one smoke detector. Each bedroom to have its own smoke detector n addition to a smoke i Fire stopping shag be provided to cut off al concealed draft openings (both vertical and horizontal) with 2' detector located in a hallway outside the bedrooms. architectural plans and related detals. Equivalent fluid pressure of backfi not to exceed 4Opcf (pounds per Y nominal lumber a 2 thicknesses of T nominal lumber with broken lap joists or other approved material. f. Aline voltage carbon monoxide detector shag be located at each level of the dwelling cubic foot). If backfill pressures exceed 4Opcf, item walls must be designed for actual pressures by a 9e n9 , including the basement or registered Professional Architect licensed in the locality where project is being built P. Alignment: cellar. 17. Unbalanced fig not to exceed T-O' unless otherwise noted and substantiated by Arc itectng calculations. 1 All rafters and joists framing from opposite sides shag lap at least six (3) Inches and be nailed together with Backfll shal not be placed against wags until slabs-on-grade and framed floors are in place and have reached rain. (3) 10d face nails. ( (see attached nailing schedule for superceeding requirements) their design strength Proper precautions shall be taken to brace foundation wags when backfiing. Where 2 When framing end to end joists shal be secured together by metal straps. backfll is required on both sides, backfi both sides simultaneously. 0. Partitions: t Generat DIVISION 3 - CONCRETE a Provide solid blocking at 4'-0'o.c. between the joist and first interior parallel joist. b. Splices of the top and bottom portion of double top plates must be staggered a minrnurn of 4'-V. A. General: c. Spices shal occur only directly over studs. 1 The concrete properties shall be as follows: d Structural variations are allowed if substantiated by Architecting calculations. Stamped by professional Architect ern Min ComTl), Strength Min Agoregate siz Slurm licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to ® 28 Days ) Architect for approval prior to construction Footings 3,000 V2'-T 4' 1' e. Lap top plates at comers and intersections. Slab-on-Grade 3,000 1/2'-T 4' 1/2' 2 Bearing Walls supporting one floor or more. (� Walls 3,000 1/2'-T 4' V2' a. Partitions must be constructed of minimum 2 x 4 studs spaced 16' o.c. of type lumber specified M Garage Slabs & exterior slabs 3,500 V2'-T 4' T w/ 5% b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shag be air entrainment centered directly over and below tearing wall studs with a tolerance of no more than T unless substantiated by M .a 0.) Architecting calculations. o 2 Concrete work shag conform to all requirements of ACI-318 specifications for structural concrete for buildings. c. Bearing stud wags must be sheathed with a minimum V2' gypsum board fastened according to drywall } manufacturer recommendation. Z 3. Ali reinforcement, anchor bolts, pipe sleeves and other inserts shal be positively secured inplace and R. Wood Roof Trusses: C located according to the appropriate architectural drawings and detals t Timber trusses shal be designed in accordance with accepted Architectn D g practices. Calculations, joint strength information 0 N B. Reinforcing Steel: (allowable bad per square inch or per nail, allowable edge distance, allowable end distances) bad test data and other U) O t Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM & information as necessary shal be submitted to local authorities for approval prior to fabrication Each truss shal be 615. Welded wire fabric shal conform to ASTM A-185. See architectural drawings for sizes and locations. secured at bearing with one 'rafter tie' metal type anchor at each end 2 Detailing, fabricating and plating of reinforcement shall be in accordance with ACI-318-99 anual of 2 Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this ♦ ' r C) Buldina Code Requirements for Structural ConcretQ information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie' type anchor and a ci��.r elements shag terminate n hooks, placed two (2) inches scissors truss connector, 'Simpson' or approved equal, at the other end to to down the truss while permitting the CZ clear AN reinforcing bars which intercept perpend plo truss to move outward without deflecting the wal dear from outer face of notify tint. 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shag verify all spans, 4. The contractor. shall notify the building official at least forty-eight (48) hours prior to each concrete pour. No concrete shag be poured Into footings containing standing water or mud Footings shal dimensions,be dewatered heel heights, pitches,etc. Fabricator must submit two sets of component shop drawings and truss layout prior to placement of concrete. No concrete shall be placed until all reinforcing has been installed by the plan, each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to contractor and Inspected by the building official cr county approved licensed inspector. Architect prior to fabrication, one for Architect's records and one to be returned to contractor after review. 5. Minimum protective cover for reinforcing steel shag be as follows: 4. Truss shop drawings indicating calculations, loading, load test data, horizontal thrust and any other information a. Footings: 3' required shag be sealed by a professional Architect registered in the jurisdiction where construction is taking place and b. Beams and columns: 2' be submitted to budding officials prior to fabrication. c. Slab: 3/4' (Wire mesh to be placed at mid depth of slab) 5. Store trusses above grade on wood sticking in such a way to prevent bending, warping or deflection of trusses. d Wags - 1 1/4' at interior face. 3' at exterior face. 6. Roof Truss Bracing: instal permanent tracing for all wood roof trusses as specified below. Follow all C. Foundation recommendations specified in Bracing Wood Trusses: Commentary and Recommendations BWT-76 published by the Truss Plate institute, Inc. M M C: E I Footing depths are shown on the architectural drawings. Footings shag bear a minimum of T-0' into 0) dui o original undisturbed soil and a minimum of 3'-0' below finished grade. Where required, step footings to ratio a. Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should o � c }� of 2 horizontal to 1 vertical adequately brace the top chord plan However, when gable end trusses are used continuous 2 x 4 braces should be m rn M c installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable end: midspan (D ° 2. Where conditions develop requiring changes in excavations, such changes shag be made as directed by the O 0 L Architect. between roof center-line and wag on each side of center-line and at center line of roof. n: >_ M 3. All footing excavations shal be inspected by the building official or county approved inspector prior to the b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace o z � �;° lace of an concrete. Same shall be Ivan forty-eight (48)hours notice for thus observation should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nail this brace to all members it o dui db du E placing Y 9 4. Sol investigation and report: All earth work, compaction and supervisions shal be done according to the crosses. stem Install thus bracing at al gable or end wall conditions and at 14 foot minimum intervals throughout the truss tm o E recommendations of the sol Investigation report prepared by a licensed geotechnical Architect. Concrete slab y CO (o t and footing calculations are based on a 2,000 psf value. If on-site test bong indicate lesser values,notify c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows (D Architect, in writing, so that necessary structural modifications can be made. minimum are required located at the V4 points of the truss span. Securely nal these braces to al members that it Lo rn U CO 5. Slab-on-grade shal be 4' thick reinforced with 6 x 6 W14 x W14 WWF and shal be placed on 6 rnil. crosses. m E orb 00 vapor barrier on 4' crushed stone. S. Wood Floor Trusses: N orb w 6. Slab-on-grade at porches shall be 4' thick unless otherwise noted. t Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All 7. Instal anchor straps as per mill recommendations: 12' from corners and intervals as per plans. spans, joist depth and spacing to be verified by manufacturer's. Shop drawings indicating calculations,loading, load o t inimum embedment for specified by manufacturer. test data and any other information required shal be sealed by a professional Architect registered inthe jurisdiction M r anchors shall m a 8.M Beam pockets shag formed into concrete walls to provide a centimes level flat solid bearing surface where construction is taking place. Truss manufacturer shal verify all spans, dimensions, bearing points spacing, etc. for al beams. Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for DIVISION 6 - VV0OD Architect's records and one to be returned to contractor after review. 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent A. Lumber Grade: American Softwood Lurnber Standard exposure to the elements. Always store upright, especially if stacking. Grading shag comply with DOC PS 20-70 ' ' and applicable Western Wood Products Association standards. DIVISION 7-THERMAL AND MOISTURE PROTECTION t Al lumber shag be, unless otherwise noted, No. 2 grade. Douglas Fr-Larch with the following rrinrrxm structural values. R ofin . rie� cis a. Extreme fiber bending stress: 2 x & WIDER Fb 875 PSI 1. Fiberglass Shingles: THIRTY(30) year self sealing shingles over 1 layer of 30* asphalt saturated felt underlayment b. Horizontal Shear: Fv = 95 PSI unless otherwise noted Install according to manufacturer's instructions. c. Compression perpendiclar to gran FcL = 625 PSI 2 Cedar Shakes: *2 grade red-label cedar shakes (18'1 x A57) over one layer 30* as.f. undedayment. instal with 4 ty d. Compression parallel to gran: Fc - 1300 Pail 1/2' weather exposure. Apply an 18' wide strip of 30* as.f, over each course of shakes, 9' from bottom edge of shake e. Modulus of elasticity E - 1.600,000 PSI extending over top of shake and onto sheathing f. Moisture content: 19 % maximum. 3. Eave Flashing: See note B-4,below. B. Flashin . 2. Other species may be used provided substituted species shag meet or exceed requirements noted above. 1. Al flashing, counter flashing,and coping when of metal shall be of not less than no. 26 U.S. gauge corrosion-resistant 3. Moisture content: AD lumber 4' and deeper shag have moisture content not greater than 19 %, at dried lumber is metal. desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a 2 Flash all exterior openings and all budding comers with approved material to extend at least 4' behind wag covering minimum amount of checking, comparable with air dried stock Cover all exposed plywood at building corners with waterproof building paper. pxC, 4. AI exterior lumber and lumber in contact with masonry or concrete shal be pressure preservative treated in 3. Step flash at all roof to wag conditions. Flash and caulk wood beams and other projections through exterior wags or •� accordance with AF&PA standards and stamped 'Ground Contact 0.40 Ibs/chic foot'. roof surfaces. 5. Grade stamps shag appear on all lumber. 4. Eave flashing shal consist of two layers of 15* as.f. cemented together in addition to required nailing from the edge 6. Store all timber above grade and protect from exposure to weather. of the save up the roof to overlay a point 24 Inches inside the interior wall line of the buding. , �4 B. Fitch Beams: C. Attic Ventilation: t Flitch beams shag have a minimum fib = 15000, E=114 with V2' bolts located not closer than 2' from the top and 1. Enclosed attic truss spaces and enclosed roof rafters shal have cross ventilation for separate space with screened bottom edge unless otherwise noted There shag be a bolt top and bottom 2' from each end (see typical fitch plate ventilating openings protected against the entrance of moisture and ran in accordance with, .� bolt pattern dotal). NYS and local codes and ordinances. See detals on architectural ? t C. Joist Hanaers: plans for locations and detals. ' 1 Al purlrs, joists and beams not framed over supporting members shal be supported 2. Joist hangers shall be prune quality steel which conforms to ASTM-A525, min. 22 gauge. Products acceptable DIVISION 8 - DOORS AND WFIDOWS " µ t r- shal be Simpson, Kant-Sag, or equivalent. A Gener DRAWN: CC all y fr$,A,/q r >;_ f. y =. - III D. Bolts in Wood Framing: t Windowsinbuildin s located n wind-borne debris regions (120 mph wind zone or with-in one mile of the ocean. ba `' g Y SCALE: AS NOTED 1 Al bolts in wood framing shag be standard machine bolts with standard malleable iron washers or steel plate and soundi shag have glazed openings protected from wind-borne debris or the building shag be designed as a partially JOB: 20-0008 washers. enclosed building in accordance with the BuildM Code of New York State. Glazed opening protection for wind-borne 06/10122 2 Steel plate washer sizes shag be as follows: debris shag meet the requirements of the Large Missile Test of ASTME 1996 and of ASTME 1886 '"Rro.. SHEET N0. a V2' and 5/8' Dam bolts - 2-V4' sq. x 5/16' Exception: b. 3/4' Dia. bolts-2-5/8' sq. x 5/16'. Wood structural panels with a minimum thickness of 7/16 inch M1 mm) and a maximurn span of 8 feet (2438 mm) shag 3. Each bolt hole in wood shal be drilled V16' larger than diameter of bolt. be permitted for opening protection in one- and two-story buildings. Panels shal be precut to cover the glazed 4. For sill anchors, see typical detals on architectural drawings. openings with attachment hardware provided Attachments shal be provided in accordance with Table R30221.2 or shag be designed to resist the components and cladding loads determined in accordance with the provisions of the Residential Code of New York State. A5 provided that is capable side-hinged and shall provide a dear width of not less than 32 inches (813 mm) where measured R3122 Window fag protection. 3.One-eighthAnch (3.2 mm) coat of surface-bonding cement complying with ASTM C887 REVISIONS: - R30t212 PROTECTION OF OPENINGS. of producing an average illumination of 6 footcandles (65 lux)over the area of the room at a height of between the face of the door and the stop, with the door open 90 degrees (157 rad). The dear height Window fall protection shal be provided in accordance with Sections R31221 4.Any material permitted for waterproofing h Section R406.2. N110114 (R4013X;ertificate(Mandatory). Windows h buldngs located in windbome debris regions shag have glazed openings protected from 30 inches (762 mm) above the floor level of the door opening shall be not less than 78 Inches (1981 mm)in height measured from the top of the pproved methods or materials. A permanent certificate shall be c 5.Other a ompleted by the bolder or other approved party and posted on a wag DATE DESC. whdbornedebrisorthebuldingshallbedesignedasapartialyenclosedbuldhginaccordancewith 3. Useofsu•roomandpatocovers, asdefnedinSectionR202excessof40percentoftheexterior threshold to the bottom of the stop. Other doors shah not be required to comply with thesemhimum In dwellingunts,wherethetopoftheallofanoperablewindowopeningislocatedlessthan24Inches Exception:ParghgofunitmasonrywalsisnotrequiredwhereamaterialIsapprovedfordirect in the space where the furnace is locate , auttityroomoranapprovedlocationinsidethebulding, ASCE 7. Glazed opening protection for windbome debris shall meet the requirements of the Large g oily op n9 Y (610 mm) above the fished floor and oar2sr22 DOB REVIEW suroom wags are open,or are enclosed only by insect screenirh dimensions. Egress dons shah be rea enable from inside the dwelt without the use of a ire o greater than 72 inches (1829 min) above the finished grade or application to the masonry. Concrete wags shag be dampproofed by applying any one of the fisted Whhere located on an electrical panel, the certificate shall not cover or obstruct the visbllty of the Missile Test of an approved impact resisting standard or ASTM E 1996 and ASTM E 1886 referenced special knowledge or effort. therein Garage door other surface below on the exterior of the budding, the operable window shag comply with one of the odf mPProo�fn9 materials or any one of the waterproofing materials fisted 'n Section R4062 to the exterior circuit directory label, service disconnect label or other required labels. The certificate shag indicate the R303.3 Bathrooms. following predominant R-values of insulation installed In or on ceilings,roofs, wags, foundation components such as glazed opening protection for windbome debris shag meet the requirements of an approved Bathrooms, water closet compartments and other similar rooms shall be provided with aggregate glazing R3113 Floors and landings at exterior doors. t Operable windows with openings that will not allow a 4-ho rdameter (102 mm) sphere to pass slabs,basement walls, crawl space walls and floors, and ducts outside conditioned spaces;U-factors of Impact-resisting standard or ANSI/DASMA 115. area In windows of not lessthan 3 square feet (0.3 m ),one-half of which must be openable. There shall be a landing or floor on each side of each exterior door. The width of each lancing shall be through the opening where the opening is h its largest opened position SECTION R408 UNDER-FLOOR SPACE fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results from any required Exception Wood structural panels with a thnickness of not less than 7/16 inch and a span of not more not less than the door served. Every landng shall have a dmensioh of not less than 36 inches (914 2 Operable windows that are nil ope air leakage testing performed on the build' Where there is more provided with window fall prevention devices that compy with ASTM F system and bold envoi nil, Exception: mrn)measured in the direction of travel. The slope at exterior landings shall not exceed V4 unit vertical 2090. R408.1 Ventilation. than one value for each component, the certificate shall indicate the value covering the largest area than 8 feetshah be permitted for opening protection. Panels shall be precut and attached to the framing The glazed areas shag not be required where artificial light and a local exhaust system are provided h 12 units horizontal(2 percent). Exception: Exterior balconies less than 60 square feet (5.6 m ) and 3. Operable windows that are provided with window opening control devices that comply with Section The under-floor space between the bottom of the floor joists and the earth under any building(except The certificate shall indicate the types and efficiencies of heating, cooling and service water heating surrouxing the opening containing the product with the glazed opening. Panels shall be predrAed as The minimum local exhaust rates shag be detemined In accordance with Section M1507. Exhaust air only accessble from a door are permitted to have a lancing less than 36 Inches (914 mm)measured h R31222 space occupied by a basement) shall have ventilation openings through foundation wags or exterior equipment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is required for the anchorage method and shah be seo.red with the attachment hardware provided. from the space shal be exhausted the direction of travel walls. The minirnm net area of ventilation openings shall be not less than 1 square foot (0.0929 m)for installed h the residence, the certificate shag Inchoate'gas-fired unvented room heater; 'electric furnace' Attachments shall be designed to resist the component and cladding loads determined In accordance drectly to the outdoors. R31222 Window opening control devices. each 150 square feet (14 m)of under-floor space area, unless the ground surface is covered by a or baseboard electric heater; as appropriate. An efficiency shall not be indicated for gas-fiired unvonted with either Table R3012(2) or ASCE 7,with the permanent corrosion-resistant attachment hardware R3113.1 Floor elevations at the required egress doors. Window opening control devices shag comply with ASTM F 2090. The window opening control device, Class 1 vapor retarder material Where a Class 1 vapor retarder material is used the minimum net area room heaters, electric furnaces and electric baseboard heaters. provided and anchors permanently installed on the budding. Attachment In accordance with Table R303.4 Mechanical ventlaton. Landings or finished floors at the required egress door shall be not more than 1 V2 Inches (38 mm) after operation to release the control device allowing the window to fully open, shall not reduce the net of ventilation openings shal be not less than 1 square foot (0.0929 m) for each 1,500 square feet(140 . R301212 is permitted for buildings with a mean roof height of 45 feet or less where the u lti mate design Where the air infiltration rate of a dweling unit is 5 air changes per hour or less where tested with a lower than the top of the threshold clear opening area of the window unit to less than the area required by Section R310.2.1 m ) of under-floor space area. One such ventilating opening shal be within 3 feet (914 mm) of each N1103.1(R403.1) Controls (Mandatory). wind speed,V ,is 180 mphor less blower door at a pressure of 02 Exception:The landng or floor on the exterior side shag be not more than 7 3/4 hones (196 mm) below comer of the building. At least one thermostat shal be provided for each separate heating and cooing system TABLE R30t2t2 WI DBORhE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL Inch w.c (50 Pa) h accordance with Section N11024.127991685), the dwelinng unit shall be provided with the top of the threshold provided the door does not swing over the landing or floor. Where exterior R313.2 One- and two-family dwe6ngs automatic fire sprinkler system One- and two family dwelings whole-house mechanical ventilation In accordance with Section M1507.3 landings or floors serving the required egress door are not at grade, they shag be provided with having a height of three stories above grade shag be equipped throughout with an automatic sprinkler R408.2 Openings for under-floor ventlation. N'1103.11 (R403.1 DProgrammable thermostat. . PANELSa, b, c, d access to grade by means of a ramp in accordance with Section R31t8 or a stairway In accordance system The minimum net area of ventilation openings shall be not less than 1 square foot (0.0929 m ) for each The thermostat controlling the primary heating or cooing system of the dwelling unit shall be capable of R303.5 Opening location with Section R3117. R31a2_1 Design and installation. Automatic residential fire sprinkler systems shag beciesigned and instaled 150 square feet (14 m )of under floor area. One ventilation opening shag be within 3 feet (915 mm)of controlling the heating and cooling system on a daly schedule to maintain different temperature set FASTENER TYPE FASTEPEER SPACING inches) Outdoor intake and exhaust openings shag be located h accordance with Sections R303.5.1 and in accordance with Section P2904 or PFPA 13D. each comer of thhe budding. Ventilation openings shal be covered for their height and width with any of points at different times of the day. This thermostat shall include the capability to set back or Panel span (less than 4 feetX4 feet to 6 feetX6 feet to 8 feet) R303.5.2 R31132 Floor elevations for other exterior doors. R314.1 General. the folowing materials provided that the least dimension of the covering shall not exceed / Inch (6.4 temporarly operate the system to mahtah zone temperatures of not less than 55 F(13 C) to not No. 8 Screws lF 10' 8' R303.5.1 intake openings. Doors other than the required egress door shag be provided with landings or floors not more than 7 3/4 Smoke alarms shal comply with NFPA 72 and Section R314 mmn greater than 85 F (29 C). The thermostat shal be programmed initially by the manufacturer with a No. 10 Screws 16' 12" 9' Mechanical and gravity outdoor air intake openings shall be located not less than 10 feet (3048 mm) inches 0% rrrrn) below the top of the threshold t Perforated sheet metal plates not less than 0.070 Inch (18 mm) thick. heating temperature setpoht of not greater than 70 F (21 C) and a cooing temperature setpoint of not from any hazardous or noxious contaminant, such as vents,chimneys,plumbing vents, streets,alleys, Exception:A top landng is not required where a stairway of not more than two risers is located on the R314.11 Listngs. 2 Expanded sheet metal plates not less than 0.047 inch 0.2 mm)thick. less than 78 F (26 C). a. This table is based on 180 mph ultimate design wind speeds, V , and a 33-foot mean roof height . parking lots and loading docks. For the purpose of this section, the exhaust from dwelling unit toilet exterior side of the door,provided that the door does not swing over the stairway. Smoke alarms shal be listed h accordance with UL 217. Combination smoke and 3. Cast-iron gull or grating. b. Fasteners shall be installed at opposing ends of the wood structural panel Fasteners shag be located rooms,bathrooms and kitchens shag not be considered as hazardous or noxious. 4.Extruded bad-bearing brick vents. N1103.1.2 (R4oa`12) Heat Pump Supplementary Heat (Mandatory). Carbon monoxide alarms shag be fisted In accordance with UL 217 and UL 2034. not less than 1 inch from the edge of the panel. Exceptions: R3113.3 Storm and screen doors. 5. Hardware cloth of 0.035 inch (0.89 mrn) wire or heavier. Heat pumps having supplementary electric-resistance heat shah have controls that, except during c. Anchors shag penetrate through the exterior wall covering with an embedment length of not less than 1 The 10-foot (3048 mm)separation is not required where the intake opening is located 3 feet (914 Storm and screen doors shag be permitted to swing over exterior stairs and landngs R314.2 Where required 6. Corrosion-resistant wire meshh,with the least dimension being /inch(3.2 mm) thick oefrrost,prevent supplemental heat operation when the heat pump compressor can meet the heating 2 inches into the building frame. Fasteners shag be located not less than 2 / inches from the edge of rrrn) or greater below the contaminant source. Smoke alarms shal be provided in accordance with thhis section Exception:The total area of ventilation openings shag be permitted to be reduced to / of the concrete block or concrete. 2 Vents and chirri nays serving fuel-burning appiances shag be terminated 'n accordance with the R3117 Stairways. under-floor area where the ground surface is covered with an approved Class I vapor retarder material d Panels attached to masonry or masonry/stucco shag be attached using vbration-resistant anchors applicable provisions of Chapters 18 and 24. R3117.1 Width R314.21 New construction and the required openings are placed to provide cross ventilation of the space. The installation of N1103.3.3 (R403.3.3)Duct testing (Mandatory). having an ultimate withdrawal capacity of not less than 1500 pounds 3. Clothes dryer exhaust ducts shag be terminated In accordance with Section M1502.3. Stairways shag be not less than 36 Inches (914 min)in dear width at ah points above the permitted Smoke alarms shall be provided In dwelling units . operable louvers shall not be prohbited Ducts shag be pressure tested to determine air leakage by one of the folowing methods: R303.5.2 Exhaust openings. handrail height annd below the required headroom height. Handrails shal not project more than 4 V2 ex and smoke-devel index for wag and finishes. Exhaust air shall not be directed onto wakways.le R303.6 Outside opening protection. At exhaust and Inches (114 m m) on either side of the stairway and the dear width of the stairway at annd below the R314.2.2 Alterations,repairs and additions. R408.4 Access. 1Roug h-in test:Total leakage shal be measured with a pressure differential of 0.1 inch w.g. (25 Pa) R3029 Flame spread Ind oped ceding intake Where alterations,r ars or additions r pr p pe ' gs ough the floor shall be a across the system, hclndng the manufacturer's air hander enclosure if Installed at thhe time of the test. Flame spread and smoke developed indexes for wag and oohing finishes shag be In accordance with openings that terminate outdoors shah be protected with corrosion-resistant screens,louvers o handrail height,including treads and landings, shag be not less than 31 V2 inches (787 mmJ where a eP • equirIng a permhit occur,o where one or more sleeping rooms are Acxess shall be ovided to al under-floc s aces. Access o ron thr grilles having an opening size of not less than /inch(6 min)and a maximum opening size of /inch (13 handral is installed on one side and 27 Inches (698 mm) where handrails are provided on both sides. added or created h existing dwellings , the individual dwelling unit shal be equipped with smoke alarms mnimum of 18 hches by 24 Inches (457 mm by 610 min). Openings through a perimeter wag shal be not Registers shag be taped or otherwise sealed during the test. Sections R302.9.1 mrm), In any dimension. Openings shag be protected against local weather conditions. Outdoor air exhaust Exception:The width of spral stairways shal be h accordance with Section R311T10.1 located as required for new dwellings . less than 16 inches by 24 Inches (407 mm by 610 mm).Where any portion of the through-wall access Is I-4 and Intake openings shall meet the provisions for exterior wag opening protectives h accordance with Exceptions: below grade, an areaway not less than 16 Inches by 24 Inches (407 mm by 610 mm) shal be provided 2.Postconstructon test:Total leakage shal be measured with a pressure differential of 0.1 Inch w.g. (25 O R3029.1 Flame spread index this code. R3117.2 Headroom ngs , such as the replacement of roc The bottom of the areaway shal be below the threshold of the access opening. Through wall access Pa) across the entire system, hduxfng the manufacturer's air handler enclosure. Registers shal be taped 1 Work involving the exterior surfaces of dwell fling or siding, the Wag and Ceiling finishes shag have a flame spread index of not greater than 200. R303.7 interior stairway lumhation. Interior starways shag be provided with an artificial light source to The headroom In stairwa s shal be not less than 6 feet 8 Inches (2032 mN measured vertically from openings shag not be located under a door to the residence. See Section M1305.1.4 for access or otherwise sealed during the test. QQ�, Exception:Flame spread Index requirements for finishes shall not apply to trim defined as picture molds, Y addition or replacement of windows or doors, or the addition of a porch cr deck are exempt from the l D chair rags,baseboards and handrails; to doors and v,rindows o then frames; or to materials that are less ikminate the landings and treads. The fight sonde shag be capable of iuminating treads and landings thine sloped line adjoining the tread nosing or from the floor surface of the landing o platform on that requirements of this section. requirements where mechanical equipment is located under floors. FF--�J to levels of not less than 1 foot-candle (11 lux) as measured at the center of treads and landings. portion of the stairway. 2 Installation, alteration or repairs of pkmbing or mechanical systems are exempt from the requirements Exceptions: U than/ inch (0.91 mm) h thickness cemented to the surface of walls or ceilings If these materials exhibit There shag be a wall switch at each floor level to control thhe light source where the stairway has six Exceptions: of this section R408.5 Removal of debris. flame spread Index values not greater than those of paper of this thickness cemented to a or more risers. 1 Where the nosings of treads at the side of a fight extend under the edge of a floor opening through The uxxler-floor grade shall be cleaned of air vegetation and oganic material. AI wood forms used for to duct air-leakage test shag rot be required where the ducts and ar handers are located entirely no combu�stble backing. Exception:A switch is not requred where remote, central or automatic control of lighting is provided whhich the star passes, the floor opening shag be allowed to project horizontally into the required R314.3 Location placing concrete shag be removed before a bulding is occupied or used for any purpose. All within the budding thermal envelope. headroom not more than 4 3/4 Inches (121 urn). Smoke alarms shal be Installed In the folowng locations: construction materials shag be removed before a building is occupied or used for any purpose. 2 R30292 Smoke-developed index. R303.8 Exterior stairway Ri mination 2. The headroom for spiral stairways shall be in accordance with Section R3117.10.1 1 In each sleeping room R408.6 Finished grade. 2.A duct air-leakage test shag not be required for ducts serving heat or energy recovery ventilators Wall and calling finishhes shag hhave a smoke-developad index of not greater than 450. Exterior stairways shag be ovided with an artificial light source located at the t landing of the The finished grade of under-floor surface shag be rmtted to be located at the bottom of the that are not integrated with ducts serving heating or cooing systems. Pir op 2 Outside each separate sleeping area h the immediate vicinity of the bedrooms. Pe stairway. Exterior stairways providing access to a basement from thhe outdoor grade level shal be R3117.3 Vertical rise. 3. On each additional story of the dweRng ,Including basements and habitable attics and not Including footings; however, where there is evidence that the groundwater table can rise to within 6 Inches(152 w R302.10 Flame spread Index and smoke-developed index for insulation. provided with an artificial Fight source located at the bottom landing of the stairway A fight of stairs shag rot have a vertical rise larger than 147 Inches (3734 mm) between floor levels or crawl spaces and uninhabitable attics . h dweRngs or dweRng units with spit levels and without an mm) of the finished floor at the building perimeter or where there Is evidence that the surface water A written report of the results of the test shag be signed by the party conducting the test annd U Flame spread and smoke-developed index for insulation shal be In accordance with Sections R30210.1 landings. does not readily drain from the but site, the ade In the under-floors ace shal be as hi as the provided to the bulding official. thr R302.10.5 intervening coo between the adjacent levels, a smoke alarm installed on thine upper level shag suffice for � � p � ° ' R304.1 Minkn m area. the adjacent lower level provided that the lower level Is less than one full story below the upper level outside finished grade ,unless an approved drainage system is provided. Habitable rooms shag have a floor area of not less than 70 square feet (6.5 m I R3117.4 Wakline. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontary from the door or opening N1103.5.1 (R403.5.1)Heated water Ciroiation and temperature maintenance systems(Mandatory). O R302.10.1 Insulation. Exc tiorc Kitchens. The wakline across winder treads shal be concentric to the curved direction of travel through the tun R408.7 Flood resistance. Heated water circ lation systems shal be h accordance with Section N1103.5.11 Heat trace temperature eP of a bathroom that contains a bathtub or shower unless this wood prevent placement of a smoke insulation materials,Including facings, such as vapor retarders and vapor-permeable membranes installed and located 12 Inches (305 inn) from the side where the winders are narrower.The 12-inch (305 mm) For buldngs located'n flood hazard areas as estabished in Table R301.2M maintenance systems shal be h accordance with Section N1103.5.12. Automatic controls, temperature alarm required by Section R314.3 within floor-ceding assemblies,roof-calTng assembles,wag assembles,crawl spaces aril attics shag have R304.2 Mininxm dimensions. dimension shah be measured from the widest point of the dear staff width at the waging surface of the sensors and pumps shag be accessible. Manual controls shag be readily accessbls. a flame spread index not to exceed 25 with an accompanying smoke-developed Index not to exceed Habitable rooms shall be not less than 7 feet (2134 mm)h any horizontal dimension winder. If winders are adjacent within the fight, the point of the widest clear star width of the adjacent R314.4 Interconnection. 1 Wals enclosing the under-floor space shall be provided with food openings In accordance with W 450 where tested in accordance with ASTM72a Exception:Kitchens. venders shall be used Where more than one smoke alarm is required to be installed within an Individual dweing unit in Section R32222 N1103.5.11 It403.5.110oulation systems. Exceptions: Heated water Circulations stems shall be p p 1 Whhore sux;fh materials are installed In concealed spoaces,the flame spread Index and smoke-developed accordance with Section R314.3, the alarm devices shag be interconnected h such a manner that the 2 The finished ground level of the under-floor space shag be equal to or hhigher than the outside Y provided with a circulation pure.Tthe system return I e shag R304.3 Height effect on room area. R3117.5 Star treads and risers. actuation of one alarm wli activate al of the alarms In the Individual dwelling unit. Physical finished ground level on at least one side. be a dedicated return pipe or a cold water supply pipe. Gravity and thermosyphon circulation systems index imitations do not apply to the facings, provided that the facing is Installed in substantial contact Portions of a room with a slopingCelingmeasuringlessthan5fee(1524mriloafurredcel'ng Stair treads and risers shall meet the requirements of this section. For the purposes of this section, interconnection of smoke alarmsshalnotberequredwherelistedwrelessalarmsareinstalledandall Exception:Under-floor spaces that meet the requirements ofFEMA shag beprohbited. Controlsforcirculatinghhotwatersystempumpsshagstartthepumpbasedonthe with the unexposed surface of the ceiling, floor or wag finish measuring less than 7 feet (2134 inn) from the finished floor to the finished doling shall not be dimensions and dimensioned surfaces shal be exclusive of carpets,rugs or ruiners. alarms sound upon activation of one alarm. Identification of a demand for hot water within the occupancy. The controls shal automatically turn off 2 Cellulose fiber loose-fll Insulation,that is not spray applied, complying with the requirements of Section ��ed as contributing to the minirrxm required habitable area for that room R30211 FreblockkV the pump when the water h the circulation loop is at the desired temperature and when there Is no R30210.3, shal not be required to meet the smoke-developed Index of not more than 450 and shag be Exception: riot re ult in r of smoke alarms in existing areas shag not in required where alterations or R31t7.5.1 Risers. repairs do not result in removal of Interior wag or cemTing finishes exposing the structure, unless there is h combustble construction, fire-blocking shall ba provided to cut off both vertical and horizontal demand for hhot water. required to meet a smoke-developed index of not more than 450 where tested h accordance with R305.1 Mi nimmum height. The riser height shah be not more than 8 V4 inches (209 mm). The risershall be measured verticaly an attic , crawl concealed draft and to form an effective fire barrier between stories, and between a to sF�j CAN/ULC S1022. Habitable space or basement available that maid provide access for interconnection withouct the ohs p N1103.5.12 (R403.5.12)Heat trace s space ,hallways and portions of basements containing these spaces shah have a ceTrhg between leading edges of the adjacent treads. The greatest riserheight withnin any fight of stars shag removal of interior fnshes.R314.5 Combination alarms, stay and the roof space. ystems. 3. Foam plastic Insulation shal corrply with Section F1316 height of not less than 7 feet (2134 mmi). Bathrooms, toilet rooms and laundry rooms shal have a coiling not exceed the smallest by more than 3/8 hoh(9.5 mrm).Risers shall be vertical or sloped from the Combnination smoke and carbon monoxide alarms shal be permitted to be used in lieu of smoke alarms. Frebkockng shhal be provided in wood-framed Construction in thhe following locations: Electric heat trace systems shag comply with EEE 515.1 or UL 515. Controls for such systems shall R30210.2 Loose-fill hsuiation height of not less than 6 feet 8 inches (2032 mm). underside of the nosing of thhe tread above at an angienot more than 30 degrees (0.51 red) from the 1 In concealed spaces of stuxd walls and partitions, including furred spaces and parallel rows of studs or automaticaly adjust the energy Input to the hheat tracing to maintain the desired water temperature In Loose-HI Insulation materials that cannot be mounted in the ASTM E 84 or la 723 apparatus without a Exceptions: vertical Open risers are permitted provided thatthe openings located more than 30 Inches (762 mm), as R314.6 Power source. staggered studs, as follows: the piping h accordance with the tines when heated water is used h the occupancy. screen ll artificial supports shah comno with the flame spread and smoke-developed limits of Section t For rooms with sloped Wings, the required floor area of the roan shall have a ceding height of not measured varticaly, to the floor orgrade below do not permit thhe passage of a 4-hoh-dameter (102 Smoke alarms shall receive their primary power from the buildng wring where such wifig is served from 11 Verticaty at the doling and floor levels. less than 5 feet (1524 mm) and not less than 50 percent of the required floor area shag have a ceding mmJ sphere. a commercial source aind where primary power is Interrupted shal receive power from a battery. Wiring 12 Horizontally at intervals not exceeding 10 feet (3048 min). N1103.6(R403.61Mechanical ventilation Qvlandatory). R30210.1 where tested In accordance with CAN/ULC S102.2 hheight of not less than 7 feet (2134 mm). Exceptions: shag be 2. At Interconnections between concealed vertical and horizontals aces such as occur at soffits,dr The building shall be provided with ventilation that complies with the requirements ,of Section M1505 or Exception: Cellulosic fiber loose-fll Insulation shag not be required to be tested h accordance with CAN/ permanent and without a dscomecthg awitch othher than those requi ed for overcurrent p with other a ULC S102.2,provided such hsuation compiles with tthe requirements of Sections R302W.1 and R30210.3 2 The coming height above batMoom and toilet room fixtures shag be such that the foetus is capable 1 The opening between adjacent treads is not limited on spiral taiways. pno}�}�• celings and cove endings. pproved means of ventilation Outdoor air rhtakes and exhausts shag have automatic or of being used for its intended purpose. A shower or tub equipped with a shhowerhead shag hhave a 2 The riser height of spiral stairways shall be In accordance with Section R3117.10.1 Exceptions: 3. In concealed spaces between star stringers at the top and bottom of the run. Enclosed spaces gravity dampers that close when the ventilation system is not operating. Ceding height of riot less than 6 feet 8 inches (2032 min)above an area of not less than 30 Inches 1 Smoke alarms shag be permitted to be battery operated where installed in buldings without commercial under stars shal comply with Section R302.7. R30210.3 Cellulosic fber loose-fig hsuiation y power pening pipes, ducts, cables and wires at calling and floor level, with an approved N11D4.1(R404.1)LIghting equipment (Mandatory). (762 min) b 30 Indnes Q62 min) at the showerhhead R31t7.5.2 Treads. 4. At o s around vents, Celllosic fber loose-fll insulation shag comply with CPSC 16 CFR,Parts 1209 and 1404.Each package 3. Beams, girders,ducts or other obstructions h basements c ontainin habitable P ge Pr filing this annular Not less than 90 percent of the permanently Installed lighting fixtures shag contain hi of such insulating material shag be clearly labeled h accordance with CPSC 16 CFR Parts 1209 and g space shag be The tread depth shag be not less than 9 inches (229 min). The tread depth shag be measured 2 Smoke alarms installed in accordance with Section R314.2.2 material to resist the free assa of flame and oducts of combustion The material la only gin-efficacy 1404. permitted to project to within 6 feet 4 Inches (1931 mm) of the finished floor. horizontally between the vertical planes of the foremost projection ofadjacent treads and at a right space shall not be required to meet thhe ASTM E 136 requirements. �• R305.11 Basements. angle to the treads leading edge. The greatest tread depth withinany fight of stars shall not exceed SECTION R315 5. For the frebdocking of c imneys and freplaoes, see Section R1003.19. R302.10.4 Exposed attic insuation Portions of basements that do not contain habitable space or halways shag have a ceiing height of not the smallest by more than 3/8 Inch (9.5 mm)d CARBON MONOXIDE ALARMS 6. Freblockhg of cornices of a two-family dwe6ng is required at the line of dwelling unit separation Exposed insulation materials installed on attic floors shah have a critical radiant flux not less than 0.12 less than 6 feet 8 inches(2032 inn,). C315.1 General a) watt Exception: At beams,girders, ducts or other obstructions,the ceding hheight shag be not less than 6 feet R31t7.5.21 Winder treads. Carbon monoxide alarms shah comply with Section R315 R3021t1 Fieblockhg materials• V per square centimeter. 4 inches (1931 mm) from the finished floor Winder treads shag have a tread depth of not less than 10 Inches (254 mho) measured between the Except as provided in Section R30211, Item 4,froblocking shal consist of the following materials.. vertical planes of the foremost projection of adjacent treads at the Intersections with the wakFne. R315.11 Listings. 1 Two-inch (51 mm)nominal l mber. C � R30210.5 Testing. SECTION R309 GARAGES AND CARPORTS Wnder treads shag have a tread depth of not less than 6 Inches (152 min)at any point within the dear Carbon monoxide alarms shah be fisted h accordance with UL 2034. Combhatbn 2 Two thicknesses of 1-inch(25.4 mm) nominal l mber with broken lap joints. M Tests for critical radiant flux shag be made in accordance with ASTM E 970. R3025 Dwelling•-garage opening and penetration protection width of thine star. Within any fight of staffs, the largest winder tread depth at the wagcfne shag not carbon monoxide and enhoke alarms shag be fisted in accordance with lg_ 2034 and R315.2 Where 3. One thickness of 23/32 -inch (18.3 mN wood structural panels with joints backed by23/32 -inch .a � R30211 Flreblocking. ngs separating the dwelhhg from the garage shal be exceed the smalest winder tread by more than 3/8 inch (9.5 rim). Consistently shaped winders at the reguired.i (18.3 rim) wood structural panels. �_ m T- Openings and penetrations through the wags or cell' In combustible construction, fire-blocking shag be provided to out off both vertical and horizontal In accordance with Sections R302.5.1 through R3025.3 waklne shal be allowed within the same fq t of stairs as rectangular treads and do not have to be 4. One thickness of 3/4 -inch (19.1 mm)particleboard with joints backed by 3/4 -Inch (19.1 rrim) O r' concealed draft openings and to form an effective fre barrier between stories, and between a top Carbon monoxide alarms shag be provided In accordance with Sections R315.21 and R315.22 (n within 3/8 inch(9.5 min) of the rectangular tread depth. particle-board. fY �- story and the roof space. Fireblocking shag be provided In wood-framed construction in the following R302.5.1 Opening protection. Exception: The tread depth at spiral stairways shag be h accordance with Section R3117.10.1 R315.21 New constructon. 5. One-half-inch(127 mm) gypsum board �a)/ CM Z boat�u: Openings from a private garage directly Into a room used for sleeping purposes shag not be permitted. For new construction, oarbon monoxide alarms shal be 6. One-quarter-inch (6.4 mm) cement-based mil board L.L_ C 1. In concealed spaces of stud walls and partitions,inducing furred spaces and parallel rows of studs or provided In dwedng units where either or both of - aj Other openings between the garage and residence shah be equipped with solid wood dons not less R3117.5.3 Nosings. the fogowhg conditions exist. 7. Batts or blankets of mineral wool or glass floor or other approved materials hstaged In such a L � staggered studs, as follows: than 1 3/8 Inches (35 mm) in thickness, sold or Honeycomb-core steel doors not less than 1 3/8 The radius of curvature at the nosing shag be not greater than 9/16 Inch (14 min). A nosing projection t The dwelling unit contains a fuel-fired appliance. manner as to be securely retained in place. � C) tt Vertically at the ceding and floor levels. Inches (35 inn) thick,or 20-mirwte fire-rated doors, equipped with a self-closing device. not less than 3/4 Inch(19 min)and not more than 1 1/4 inches (32 mm) shag be provided on stairways 2. The dw kV unit has an attached garage with an opening that communicates with the dwelling uhlt. 8• Celulose insulation installed as tested'n accordance with ASTM E 119 or UL 263, for the specific U) O 12 Horizontally at intervals not exceeding 10 feet (3048 mm). with sold risers. The greatest nosing projection shag not exceed the smallest nosing projection by more application. - L 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop R302.5.2 Dux t penetration than 3//inch (9.5 mm) between two stories, ' O C ) U ceilings and cove ceilings ndudng the nosing at the level of floors and landings. R315.22 Alterations,repairs and additions. M +r 3. li concealed spaces between star stringers at flue top and bottom of the inn Enclosed spaces Ducts h the garage and ducts penetrating the wags or ceilings separating the dwel'ng from the garage Beveling of nosings shall not exceed V2 inch(12.7 mm). Where alterations,repars or additions requiring a permit occur, or where one or more sleeping rooms SECTION R807 ATTIC ACCESS --+ CN O under stars shag comply etw Section R3027 shag be constructed of aminmum No. 26 gage WAS rim)sheet steel or other approved material and Exception:A nosing projection is not required where the tread depth is not less than 11 inches (279 are added or created h existn dw R807.1 Attic access. shag not have openings into the garage mm). 9 efor , the individual dwelling unit shah be equipped with carbon Buhdi with combustible ce 4. At openings aramd vents, pipes, ducts, cables and wres at Celina and flo«revel, with an approved monoxide alarms located as required for new dwellings . mils ting Or roof construction shag have er attic access opening to attic areas M 2 Where hharxtad fittings or bendings are used to provide continuous transition between fights, Exceptions: that have a vertical height of 30 inches (762 min) or greater over an area of not less than 30 square material to resist the free passage of flame and products of combustion. The material filing this annular R3025.3 Other penetrations. transfions at winder treads, the transfion from handrail to guard , or used at the start of a fight, the t Work involving the exterior surfaces of dwellings , such as thhe replacement of roofing or siding, or thhe feet (28 m I The vertical height shag be measured from the top of the celrhg framing members to the space shag not be required to meet the ASTME 13fi requirements. Penetrations through the separation required In Section R302.6 shall be protected as required by Section handrail height at the fittings or bendngs shall be permitted to exceed 38 inches (956 mm). addition or replacement of windows or doors, or the addition of a porch or deck, is exempt from the underside of the roof framing members. Thhe rough-framed opening shal be not less than 22 inches by 5. For the freblockhg of chimneys and fireplaces, see Section R1003.19 R302.11 requirements of this section 30 Inches (559 mm by 762 mm)and shal be located In a hallway or other really accessible location s.r-rebiodmg of cornices of a two-family dwe6ng ki required at the Fine of dwelling unit separation R3117.8.2 Continuity. 2. Installation, alteration or re airs of Where located In a wall,the shah be not less than 22 Inchhes wide b 30 inches hni (559 mm p phmbhg cr mechanical systems are exempt from the requirements �^i^g y � R302.11.1 Freblodking materials. R3026 DweRng-garage fro separation Handrails for stairways shag be Continuous for the fug length of the fFignt, from a point directly above of this section wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed headroom h thhe Except as provided In Section R30211 Item 4, fireblockhg shall consist of the following materials. The garage shag be separated as required by Table R302.6 Openings In garage walls shag comply with the top riser of the flight to a point directly above the lowest riser of thhe fight. Handrail ends shal be attic space shal be 30 inches (762 mm) at some point above the access measured vertically from the t Two-inch (51 mm)nominal kmbm Section R3025. Attachment of gypsum board shal comply with Table R7023.5. The wag separation retuned or shal termnate In newel posts or safety terminals.Handrails adjacent to a wall shag have a R315.3 Location bottom of ceiling framing members. See Section M1305.13 2. Two thicknesses of 1-h& (25.4 mm)nominal l mber with broken lap joints. provisions of Table R3026 shal not apply to garage wals that are perpendicular to the adjacent space of not less than 1 V2 inches (38 mrrJ between the wall and the handrails. Carbon monoxide alarms h dwelling units shall be installed outside of each separate sleeping area In the 3. One thickness of 23/32 -inch (18.3 min)wood structural panels with joints backed by 23/32 -inch dwedmg snit wall Exceptions: immediate vicinity of the bedrooms.Where a fuel-burring appliance is located within a bedroom or its (18.3 mm) wood structural panels. 1 Handrals shall be permitted to be interrupted by a newel post at the turn. attached bathroom,a carbon monhoxide alarm shall be Installed within the bedroom R905.12 Ice barriers. o 4. One thickness of 3/4 -inch (19.1 mm) particleboard with joints backed by 3/4 -inch (19.1 mm) SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 2 The use of a vokite, turnout, starting easing or starting newel shag be allowed over the lowest tread h areas where there has been a history of ice forming along the eaves causing a backup of water as R315.4 Combination alarms. designated In Table R30120), an ice barrier shag be installed for asphalt shingles,metal roof shingles, particle-board. N - R310.1 Emergency escape and rescue opening required Basements,habitable attics and every sleeping R3tt7.8.3 Grip-size. Combination carbon monoxide and smoke alarms shag be pemnitted to be used In lieu of carbon mineral surfaced roll roofing slate and slate-type sphinges wood shinges and wood shakes. The Ica c,n ao 5. One-half-inch(127 min) gypsum board. room shall have not less than one operable emergency escape and rescue opening. Where basements Required handrails shag be of one of the following types or provide equivalent graspabiity. monoxide alarms. barrier shal consist of not fewer than two layers of undorlayment cemented together,or a self-adhering co M � E 6. One-quarter-inch (6.4 mm) cement-based mllboard rn r` air 0 7.Batts or blankets of mineral wool or Bass fiber a other approved materials installed h such a contain one or more sleeping rooms, an emergency escape and rescue opening shall be required h 1 Type L Handrals with a circular cross section shag have an outside diameter of not less than 1 1/4 polymer-modified bitumen sheet shall be used in place of normal underlayment and extend from the _ each sleeping room Emergency escape and rescue openings shal open directly Into a public way, or to Inches (32 mm) and not greater than 2 inches (51 min). If the handrail is not crcular,it shag have a R315.5 Power source. lowest edges of ail roof surfaces to a point not less than 24 inches (610 mm)inside the exterior wag o x�> � c 0 manner as to be securely retained h place. a arc o cast that 8. Cellulose insulation Installed as tested h accordance with E 119 or UL 263, for the s Y opens to a pubic way. Exception: Storm shelters and basements used only to perimeter dmension of not less than 4 inches (102 mm) and not greater than 6 V4 inches (160 mm) Carbon monoxide alarms shal receive their primary power from the budding wring where such wring Is line of the budding. On roofs with slope equal to or greater than 8 units vertical h 12 units horizontal,the m rn m o pacific application r -5 house mechanical equipment not exceeding a total floor area of 200 square feet(18.58 m I with a Doss section of dmension of not more than 2 V4 inches (57 min). Edges shal have a radius of served from a commercial source and, where primmary power is interrupted, shah receive power from a Ice barrier shhal also be applied not less than 36 Inches (914 min) measured along the roof slope from O x n s not less than 0.01 inch (0.25 mm). battery. Wring shal be permanent and without a dsconnecthg switch other than those required for the eave edge of the building. CL }. ca o E R30211.1.1 Batts or blankets of mineral a glass floor Batts or blankets of mine al or gass fiber or other R310.11 Operational constraints and opening control devices Emergency escape and rescue openings 2 Type I Handrails with a perimeter greater than 6 V4 Inches (160 mm) shall hhave a graspable finger overcurrent protection. Exception:Detached accessory structures not Containing conditioned floor area. Z Y approved nonrigid materials shah be permitted for complance with the 10-foot (3048 mm) horizontal a kin freblocking h wahs constructed shag be operational from the Inside of the room without the use of keys,tools or special knowledge. recess area on both sides of the profile. The fnger recess shall begin within a distance of 3/4 Inch(19 Exceptions: 1° a- co m E using parallel rows of studs or staggered stuxds. o a) oo a) - Window opening control devices complying with ASTM F 2090 shall be permitted for use on windows m ) measured vertically from the tallest portion of the profile and achieve a depth of not less than 1 Carbon monoxide alarms shal be permitted to be battery operated where Installed h buildings without R90524.1 Wind resistance of asphalt shingles. nZ t a serving as a required emergency escape and rescue opening. 5/16 Inch (8 nm)within 7/8 Inch (22 mm) below the widest portion of the profile. This required depth commercial power. Asphalt shingles shall be tested In accordance with ASTM D 7158. Asphalt shingles shal meet the C o `1 U R3021tl.2 Unfaced fiberglass. . t ,q shag continue for not less than 3/8 Inch (10 inn) to a level that is not less than 1 3/4 Inches (45 mm) 2 Carbon monoxide alarms installed h accordance with Section R315.22 classification requirements of Table R905.24.1 for the appropriate ultimate design wind speed Asphalt V � co «f s Unfaced fberglass bait insulation used as freblocking shag foil the entire cross section of the wag cavity R310.2 Emergen esca and rescue Y to a height of not less than 16 Inches(406 mm) measured vertically. Where piping, conduit or similar below the tallest portion of the profile. The width of thine handraN above the recess shag be not less shingle pad<aging shag bear a label to indicate compliance with ASTM D 7158 and the required Emergency escape and rescue openings shal have minimum dimensions as specified In this section than 1 V4 Inches (32 mm) and not more than 2 3/4 In ches(70 mm). Edges shall have a radius of not classification in Table R90524.1 thhe scope of ASTM D 7158 shall be tested and labeled to Indicate u.) U Uh obstructions are encountered, the Insulation shall be packed tightly around the obstruction rn M '@ .n less than 0.01 hoh (0.25 mm). SECTION P317 compliance with ASTM D 3161 and thhe required classification in Table R905.2.4.1 v co ah R302.11t3 Loose-fill insulation material. R310.21 Mnimxmh opening area. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY N o Emergency and escape rescue openings shall have a net dear opening of not less than 5.7 square feet R3117.8.4 Exterior plastic composite handrails. Plastic composite exterior handrails shal comply with the R317.1 Location required SECTION M2201 Oil_ TANKS c W Loose-fill insulation material shal not be used as a freblodk uness specificaly tested h the form and o manner intended for use to demonstrate its a (0.530 m I The net clear opening dimensions required by this section shal be obtained by the normal requirements of Section R507.3 Protection of wood and wood-based products from decay shal be provided in thhe following locations by M22012 Above-ground tanks. = bdity to remain in place and to retard the spread of fire operation of the emergency escape and rescue opening from the Inside. The net clear height opening the use of naturally durable wood or wood that is preservative-treated h accordance with AWPA U1 The maximum amo nt of fuel od stored above ground or inside of a budding shal be 660 gallons (2498 0- and hot gases. shall be not less than 24 inches (610 min) and the net clear width shad be not less than 20 inches R3118 Ramps. for the species,product,preservative and end use. Preservatives shall be listed In Section 4 of AWPA L). The supply tank shhal be supported on rigid noncombustible supports to prevent setting or shifting R302112 Freblodcing integrity. (508 mom. R3118.1 Maximum slope. Ut Exception:The storage of fuel oil,used for space or water heating, above ground or inside bu1dngs h The Integrity of fre-blocks shag be maintained. Exception:Grade floor or below grade openings shall have a net clear opening of not less than 5 Ramps serving the egress door required by Section R3112 shall have a slope of not more than 1 unit t Wood joists or thhe bottom of a wood structural floor whhen closer than 18 Inches (457 mm) or wood quantities exceeding 660 gallons (2498 L) shag comply with NFPA 3t square feet(0.465 m I vertical in 12 units horizontal (8.3-percent slope). AI other ramps shah have a maximum slope of 1 unit girders when closer than 12 inches (305 mm) to the exposed ground h crawl spaces or unexcavated P30212 Draftstopping. vertical h 8 units horizontal(12.5 percent). area located within thhe periphery of the buldng foundation M2201.21 Tanks within buildings. � h combustible construction where there Is usable space both above and below the concealed space of P31022 Wndow sill height. Exception: Where it is technically Infeasble to comply because of site constraints, ramps shag have a 2 Wood framing members that rest on concrete or masonry exterior foundation walls and are less than Suppy tanks for use inside of buildings shag be of such size and shape to permit hstalation and W a floor ceding assembly,draftstops shal be installed so that the area of the concealed space does not Where a window is provided as the emergency escape and rescue opening, it shag have a alll height of slope of not more than 1 vertical h 8 units horizontal 8 inches (203 nxn)from the BACK TO TO exposed ground removal from dwellings as whole units. Supply tanks larger than 10 galons (38 L) shall be placed not � not more than 44 inches OM min) above the floor;where thhe sill height is below grade ,it shag be 3. Sits and sleepers on a concrete or masonry slab that is h direct contact with the less than 5 feet(1524 mmJ from an fire or flame either withhin or external to exceed 1,000 square feet (92.9 m).Draftstopping shag divide the concealed space into approxirnatey ground unless Y any fu.nel-boning appliance. equal areas. Where the assembly is enclosed by a floor membrane above and a ceding membrane provided with a window well h accordance with Section R3118.2 Landings required separated from such slab by an Impervious moisture barter. below, draftstopping shag be provided in floor-doling assemblies under the following circumstances: There shall be a floor or landing at the top and bottom of each ramp, where doors open onto ramps, 4. The ends of wood grders entering exterior masonry or concrete wags having clearances of less than M22012-2 Outside above-ground tanks. 0 1 Ceiling is suspended under the floor framing. R310.23 Window wells. and where ramps change drectiona The width of the landng perpendicular to the ramp slope shall be / inch (127 mm)on tops, sides and ends. Tanks Installed outside above ground shag be a minimum of 5 feet (1524 min from an adjoining property 2. Floor framing is constricted of truss-type open-web or perforated members. The horizontal area of the window well shag be not less than 9 square feet (0.9 m ),with a horizontal not less than 36 hohgs (914 mrn). 5. Wood siding, sheatt*g and wag framing on the exterior of a building having a clearance of less than One. Such tanks shah be suitably protected from the weather and from physical damage. M22013 CV) projection and width of not less than 36 inches (914 mm). The area of the window well shag slow thhe 6 inches (152 mm)from the ground or less than 2 Inches (51 mm)measured vertically from concrete Underground tanks. 1< R302.12.1 Materials. emergency escape and rescue opening to be fully opened R3118.3 Handrails required. steps,porch slabs,pats slabs and similar horizontal surfaces exposed to the weather. 4 Draftstopping materials shag be not less than 1/2-irxfh (12.7 min) gypsum board, 3/8 -inch (9.5 min) Exception: The ladder or steps required by Section R310.23.1 shag be permitted to encroach not more Handrails shah be provided on not less than one side of ramps exceeding a slope of one unit vertical In 6. Wood structural members supporting moisture-permeable floors or roofs that are exposed to the SECTION M1502 N than 6 Inches (152 mm) into the required dmensions of thhe window well. 12 units horizontal (8.33- percent slope). weather, such as concrete or masonry slabs,unnless separated from such floors or roofs by an CLOTHES DRYER E)HAUST wood structural panels or other approved materials adequately supported Draftstopphg shall be installed M15021 General parallel to thhe floor framing members unless otherwise approved by thhe building official . The Integrity of impervious moisture bonnier. the draftstops shag be maintained R31023.1 Ladder and steps. SECTION R312 GUARDS Ah�D WINDOW FALL PROTECTION 7. Wood faring strips or other wood framing members attained directly to the hteror of exterior Clothes dryers shag be exhausted In accordance with the manufacturers instructions. Window wells with a vertical depth greater than 44 inches OM mm) shag be equipped with a masonry wags or concrete wags below grade except where an approved vapor retarder is applied R302.13 Flre protection of flocs permanently affixed ladder or steps usable with the window h the fully open position. Ladders or steps R3121 Guards. between the wall and the furring strips or framing members. M15022 Independent exhaust systems. Floor assire pro that are not required elsewhere h thhis code to be fre-resistance rated shag be required by this section shag not be required to comply with Sections R3117 Ladders or rungs shhal have Guards shall be provided in accordance with Sections R312.11 Dryer exhaust systems shall be Independent of ah other systems and shag convey the moisture to the an inside width of not less than 12 inches (305 mm), shag project not less than 3 Inches (76 mm) from ��s• provided with a V2 -Inch (127 mm) gypsum wallboard membrane, 5/8 -inch (16 mmil wood structural R4013 Draina Exc tior: This section shag not a to listed and labeled condensing (ductless) clothes dr ers. V) panel membrane, o equivalent on the underside of the floor framing member. Penetrations or openings � wafl arhd shag be spaced not more than 18 inches (457 mN on center vertically for the fud height of R312t1 Where required ga� eP PPly Y the window well Guards shal be located along open-sided waging surfaces,including stars,ramps and landings,that are Surface drainage shal be diverted to a storm sewer conveyance or other approved point of collection X for ducts, vents,electrical outlets,lighting, devices,luminaires, wires, speakers,drainage, piping and similar located more than 30 Inches (762 mmJ measured vertically to the floor or grade below at any point that does not create a hazard. Lots shal be graded to drain surface water away from fou elation wags. M1502.3 Duct termination openings or penetrations shag be pemitted R31023.2 Drainage. within 36 inches (914 mm)horizontaly to the edge of the open side. Insect screening shag not be The grade shag fag a mminknum of 6 Inches (152 mri) within the first 10 feet (3048 mm). Exhaust ducts shag terminate on the outside of the budding. Exhaust duct terminations shall be In 1 Floor assembles located directly over a space protected by an automatic sprinkler system in Window wells shag be designed for proper drainage by connecting to the bu lift's foundation drainage considered as a guard . Exception:Where lot Ones ,wags,slopes or other physical barriers prohibit 6 Inches (152 min) of fag accordance with the dryer mmanufacturers installation instructions. If the manufacturer s Instructions do system required by Section R405.1 or by an approved alternative method withhin 10 feet (3048 mrr),drains or swales shal be constructed to ensure drainage away from the not specify a termination location, the exhaust duct shag terminate not less than 3 feet (914 min)h any accordance with Section P2904, NFPA 13D,or other approved equivalent sprinkler system Exceptiorc A drainage system for window wells is not required whhere the foundation is on well-drained R31212 structure. ous surfaces within 10 feet (3048 mm) of the bulding foundation shal be sl gs. Exhaust duct terminations shag be equipped with a backdraft 2 Floor assemblies boated drectly over a crawl space not intended for storage or fuel-fired appliances. Hight f 2 pe oped a direction from openings into btA st �_ sod or sandgravel mixture sags In accordance with the United Sod Classffloation System, Group I Soils, as Required guards at open-sided waking stxfaces, hckadng stars,porches, balconies o landings, shag be rrhihimxarh of 2 percent away from the budding damper. Screens shag not be installed at the duct temmation. 3. Portions of floor assemmblies shag be permitted to be unprotected where Complying with the following: detailed In Table R405.1 not less than 36 Inches (914 mN in height as measured vertically above the adjacent waking surface 3A The aggregate area of the uprotected portions does not exceed 80 square feet (7.4 m) per or the line connecting the leading edges of the treads. R404.16 HEIGHT ABOVE FMSHED GRADE SECTION M1503 story R310.4 Bars,gHes, covers and screens Exceptions: Concrete and masonry foundation wals shall extend above the finished grade adjacent to the RANGE HOODS '+ �2 32 Frebbcking h accordance with Section R30211.1 is installed along the ter of the ("'-,, A- �,�' unprotected potion to separate the unprotected portion from the remander�of the floor assemmbly. Bars,gries, covers, screens or similar devices are permitted to be placed over emergency escape and t Guards on the open sides of stairs shall have a height not less than 34 inches (864 mm) measured fo nclation at al points a mminirxm of 4 Inches (102 min) where masory veneer is used and a minimum M1503.1 General �-A. e t� AJq t.�N rescue openings,bukhhead enclosures, or window wels that serve such openings,provided that the vertically from a fine connecting the leading edges of the treads. of 6 Inches (152 m )elsewhere. Range hoods shal discharge to the outdoors through a duct. The duct serving the hood shal have a k" 4. Wood floor assemblies using dimension l mber or structural composite lumber equal to or greater than It �( 1 I. mhgmun net clear opening size complies with Sections R310A1 ,and such devices shall be releasable 2. Where the top of the guard serves as a handrail on the open sides of stairs,thhe top of the guard smooth Interior surface, shal be air tight, shag be equipped with a backdraft damper and shag be IIA" � ` e 2-inch by 10-hoh (50.8 mm by 254 mrm) nominal drrnhrhsion, or other approved floor assemblies 404.17 BACKFLL PLAC✓MENT. h ent of all other exhauist systems. Ducts r m 4 �i'" �i" demonstrating equivalent fire erformance. or removable from the Inside without the use of a key,toot special knowledge or force greater than shah be not less than 34 nc�hes (864 min) and not more than 38 inches (965 mrJ as measured depend serving ange hoods shag not terminate In an attic o P [V "k' Rr v p that required for the normal operation of the escape and rescue opening verticaly from a line connecting the leading edges of the treads. Baokfnl shall not be placed against the wall until the wall has sufficient strength and has been anchored space or areas inside the budding �;, 4" �t0. ;, to the floor above,or has been sufficiently braced to prevent damage by the backfnl. Exception:Where Installed h accordance with the manufacturers Instructions, and where mechanical or ,� .',y f'?'�_.l:. ^ DRAWN: CC SECTION R303 LIGHT,VENTILATION AND HEATNG "�"'a:-c; R312t3 Opening limitations. natural ventlaton is otherwise provided fisted and labeled ductless range hoods shah not be required to -n=' `"� ' SCALE: AS NOTED R303.1 Habitable rooms. SECTION R311 MEANS OF EGRESS Required guards shag not have openings from the waking surface to the required guard height that SECTION R406 FOUNDATION WATERPROOFING AND DAM'PROOFING discharge to the outdoors. itt.'i�' ,,,q )-;' JOB: 20-0008 allow passage of a sphere 4 inches (W2 mmJ In diameter. .„ Habitable rooms shag have an aggregate glazing area of not less than 8 percent of the floor area of R31t1 Means of egress. Exceptions: R406.1 Concxete and masonry foundation dampproofing 0 J ._,_�' 06/10122 such rooms. Natural ventilation shah be through windows, skylights, doors,lowers or other approved Except where re +, � i `l' ., Dwellings shag be provided with a means of egress In accordance with thhis section The means of 1 The triangular openings at the open side of star,formed by the riser, tread and bottom rail of a qured by Section R406.2 to be waterproofed ' ! + SHEET NO. openings to the outdoor air. Such openings shag be provided with ready access or shag otherwise be .. �� ., �. . readil controllable b the bud egress shall provide a oonthu ous and unobstructed path of vertical anal horizontal egress travel from ail guard, shag not slow passage of a sphere 6 Inches (153 mm) In diameter. fo ndation wags that retain earth and enclose Interior spaces and floors below grade shal be N110223(R4022.3)Eave Baffle. � �,, k y y ding occupants. The opanable area to the outdoors shag be not less than portions of the dwefng to the required egress door without requiring travel through a garage. The 2 Guards on the open side of stairs shag not have passage of a dampproofed from the Ind p of For air -"� .: ' f, 4 percent of the floor area being ventilated openings that allow sphere 4 3/8 gher of (a) the top of the footing or Qn) 6 inches (152 mN below the to -permeable insulations h vented attics, a baffle shag be hstaged adjacent to soffd and eave z I~ " ",,%,i required egress door shall open directly into a puiogo way or to a yard or cart that opens to a public inches (111 rrr0 in diameter. the basement floor,to the fnished grade. Masonry wags shall have not less than/Inch(9.5 mm) vents. Baffles shhal mahtah an opening equal or greater than the size of the vent The baffle shag . - Exception: way portland cement paring applied to the exterior of the wall The pargFmg shag be dampproofed In extend over thhe top of the attic Insulation. The baffle shal be permitted to be any sold material t The glazed areas need not be openable where the opening is not required by Section R310 and a R312t4 Exterior plastic composite guards. accordance with one of thhe following: whole-house mechanical ventilation system is Installed h accordance with Section M1507 R3112 Egress door. Plastic composite exterior guards shal comply with the requirements of Section R317.4 1 Bituminous coating. 2 The glazed areas need not be Installed In rooms where Exception 1 Is satisfied and artificial light is Not less than one egress door shal be provided for each dweing unit The egress door shag be 2. Three ponds per square yard(1.63 kg/m )of acrylic modified cement. side-hinged, and shag provide a dear width of not less than 32 Inches (813 inn)where measured TABLERfi0 NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) ANCHOR BOLT SPECIFICATION REVISIONS: FASTENING SCHEDULE (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) /� (REQUIRED AT EACH OVERHEAD GARAGE DOORJAMB) DATE DESC. NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER"-b SPACING AND LOCATION (REQUIRED (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONSXAS PER W=CM) 08/26/22 DOB REVIEW Roof NOTE: SECOND FLOOR ATTACHMENT TYPICAL TYPICAL "d box(2112"x 0.113")or ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) SPACING CORNERS 1 Blocking between ceiling joists or rafters to top plate 3-8d Common(2112"x 0.13 11");or Toe nail CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING 3-1 Did box R'x 0.128");or 3'-0' o.c. (1-3 story) 6' min. 3.3"x 0.131"nails ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. ADJUSTABLE 12' max. 4-8d box(21/2"x0.113");or SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL HANGER 2 Ceiling joists to top plate 3-1 B common(21 12"x"),or 0:131");or Perjoist,toe nail 3-10d box(3"x 0.128 CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FINISHED IN 'ZMAX" 3-3"x 0.131"nails POST HOT-DIP GALVANIZED OR STAINLESS STEEL. `SIMPSON' HDU5-SDS2.5 4-1 Dd box(3"x 0.128");or ROOF -� • • 3 Ceiling joist not attached to parallel rafter,laps over 3 1 Ed common(3112"x 0.162");or Face nail AT RAFTER TO RIDGE BOARD CONNECTION partitions(see ae tion R802.5.2 and Le R802.5.2) RAFTER RIDGE " -1-3"x 0.131"nails BOARD/BEAM •"�-2-16D COMMON � FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP NAILS FULL O.C. . . '., E - 4 Ceiling joist attached to paraJel rafter(he=.Ijelnt) Table�802_52 Face nail FOR FULL LENGTH • tD'c� (see Section P_�o2_5 2 and Table R802 5.i - FOR ALT. COLLAR TIE - (3) 10D COMMON NAILS AT EACH END Collar tie to rafter,face nail or 1114"x 20 tla.ridge 4-1 Did box(3"x 0.128");or COLLAR TIE OF STUD 5 strap to 3-10d common(3"x 0.148");or Face nail each rafter BLOCKING PLAN • • rafter 4-3"x 0.131"nails AT RAFTER TO RIDGE BEAM CONNECTION ® ENDWALL 3-16d box nails(3112"x 0.135");or 3-1 Did common nails(3"x 0.148");or 2 toe nails on one side and 1 toe nail FOR ADJUSTABLE (10) 10D COMMON NALS AT FACE 6 Rafter or roof truss to plate 4-1 Did box(3"x 0.128");or on opposite side of each rafter or truss[ JOIST HANGER - (5) 10D COMMON NAILS AT RAFTER 4-3"x 0.131"nails 'SIMPSON' LSSU28 416d(3112"x 0.135");or 3' SQ. x 1/4' WASHERS 3-10d common(3"x 0.148");or Toe nail ROOF & END NUT SETUP 4-10d box(3"x 0.128");or NOTE: FOR CATHEDRAL CEILING RAFTER Roof rafters to ridge,valley or hip rafters or roof 4-3"x 0.131"nails AT SLOPING RAFTERS OR RAFTER TO CELNG _� DOUBLE SILL PLATEJA O o 7 rafter 3 16d box 3112"x 0_t 35");or HEADER CONNECTIONS PROVIDE JOIST 'SIMPSON' HDU5 (SINGLE FOR SLAB ON G cs' to minimum 2"ridge beam 1 GRADE APPLICATIONS) 2-16d common(3112"x 0.162");or SIMPSON 'LSSU28' ADJUSTABLE HANGER. - c 3-10d box(3"x 0.128");or End nail ROOF •.. N ADDITION TO STRAPPING ® RIDGE. 3-3"x 0.131"nails RAFTER 5/8' DIA. ANCHOR - Wall AT RAFTER TO TOP PLATE TO STUD CONNECTION CEILING BOLTS (TYP.) $m 16d common(3112"x 0.162") 24"o.c.face nail TOP PL. JOIST FIRST FLOOR ATTACHMENT :9 m H8 (5) 10D COMMON NAILS AT EACH END OF STRAP POURED -• ' 1- o r 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 16"D.C.face nail BY*SIIvPSON" (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) CONCRETE •` 3"x 0.131"nails - •.. 9 Stud to stud and abutting studs at intersecting wall 16d box(3112"x 0.135");or 12"D.C.face nail 'SIMPSON' H8 WALL d•• :a: 0 corners 3"x 0.131'nails Q� (at braced wall panels) 16d common(3112"x 0.162") 16"D.C.face nail NOTE: STUD SECTION 1Ed common(3112"x 0-162") 16"o.c.each edge face nail ALL CLIPS & STRAPS CAN BE MOUNTED NOTES : 10 Built-up header(2"to 2"header with 1/2°spacer) 1Ed box(3112"x 0.135") 12"o.c.each edge face nail FROM EITHER ALL EXTERIOR OR ALL 'SIMPSON' HDU5-SDS2.5 5-8d box(2112"x 0.113");or INTERIOR, BUT NOT A COMBINATION OF BOTH. -� 1. USE 5/8' DIA ANCHOR BOLTS W/ MINIMUM 7' EMBEDMENT INTO 11 Continuous header to stud 4-8d common(2112"x 0.131");or Toe nail •�---2-16D COMMON CONCRETE W/ 3' SQUARE x 1/4' WASHERS AND END NUT SETUP. 4-10d box(3"x 0.128") AT STUD TO FLOOR ASSEMBLY NAILS 0 6' O.C. 16d Common(3112"x 0.162") 16"o-c-face nail FOR FULL LENGTH 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY 12 To plate to to late TO STUD CONNECTION P P P tod box(3"x 0.,2B");flr OF STUD HOLD DOWNS FOR SHEARWALLS. 12"o.c_face nail BLOCKING. �--� 3"x 0.131"nails (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) 8-1 Ed Commo i(31/2"x 0.162");or Face nail on each side of end joint SI ® ENDWALL 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO O 12-1 Ed boy.(3 1'x 0.135");or 12` MAXIMUM FROM ENDS AND CORNERS. 13 Double top plate splice 12 10d box(3"x 0 128");or (minimum 24"lap spLce length each FOR STRAP - (4) 8D COMMON NALS 12-3"x 0.131"nails side of end joint) AT EACH END OF STRAP SHOE R 16d common(31/2"x 0.162") 16"o.c_face nail S -R BLOCKING AT E N DWAL L Bottom plate tojoist,rimjoist,bandjoistor 1 FOR ALTERNATE - (14) 10D COMMON NALS w 14 blocking(not at braced wall panels) 3"x box(3 12"il 0.135");or 12"D.C.face nail RIM JOIST FLOOR a a `J 3"x 0.131"nails " STRAP CONFIG. FOR EACH STRAP JOIST .% .'• • •' (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 3-16d box(3 12"x 0.135");or 3 each 16 o.c_face nail (TWO STRAPS TOTAL) .'. • V ' 15 Bottom plate tojoist,rim joist,band joist or 2-16d common(3V2"x 0.162");or 2 each 16"o.c.face nail ' .. •• RIDGE blocking(at braced wall panel) " A. •• A'. 4-8d 4-3"x 0.131"nails 4each 16 o.c-face nail ! •• ' •• � :,,.•. 4-8d box(211?"x 0.1 ITT or TOP PL ' ' _ ' BLOCKING 2 BAYS 3-1 Ed box(3 12"x 0.135");or FOR SECOND FLR - SHEATHING TO OVERLAP e. '' 4-8d common(2112"x 0.131");or Toe nail BACK ® 48' O.C. 4-1 Did (3 box "x 0.128");or 5/8' DIA. THREADED ROD EMBEDDED ADDITIONS FIRST & SECOND FLOOR & 16 Top or bottom plate to stud 4-3"x 0.131"nails STUDS BY MN. 12' 12 ALL STRAPPING, ANCHORS, HOLD DOWNS, STRENGTH EPDXY ADHESIVE) & FOR n nail O , ET ATTIC 3-16d box(3112"x 0.135");or (HIGH FTC 2-16d common(3112"x 0.162");or Ed il & ADHESIVES TO BE INSTALLED AS PER TEMPERATURES (0 DEG. TO 40 DEG F) USE 3-1 Od box(3"x 0.128");or MANUFACTURES SPECIFICATIONS. 'SIMPSON AT (HIGH STRENGTH ACRYLIC ADHESIVE) 3-3"x 0.131"nails 3.1 Did box(3"x 0.128");or Q 17 Top plates,laps at Corners and intersections 2-16d common(31/2"x 0.162");or Face nail 3-3"x 0131'nails NOTE: 3-8d box(2112"x 0-113");or NAILING & STRAPPING AT ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR 2-8d common(2112"x 0.131");or 'SIMPSON' EQIAVALEM - CS20 (COILED STRAP) FIRST & SECOND FL. ,B ,"brace to each stud and plate 2-10d box T"x0-128");or Face nail EXTERIOR WINDOW / DOOR HEADERS 2 staples 1 14' SHOE PL. (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.) 3-8d box(2112'x 0.113");or SUBFLR• (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 2-8d common(21/2"x 0.131");or AT STUD TO FLOOR ASSEMBLY 19 1"x fill sheathing to each bearing ^- Face nail 2-10d box(3"x o.12s),or TO SILL PLATE CONNECTION RIM JOIST ^1 2 staples,1"crown,16 ga.,1314"long FLOOR JOIST 20 1"x 8"and wider sheathing to each bearing 3-8d box(2112"x 0.113");or Face nail FOR STRAP - (4) 8D COMMON NALS JOIST NAILING SCHEDULE "B" :Br (WOOD FRAME CONSTRUCTION MANUAL) BLOCKING 2 BAYS V 3-8d common(2112"x 0.131");or AT EACH END OF STRAP ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS BACK ® 48' o.c. 3-1 Gd box(3"x 0.128");orQ) co 3 staples,1"crown,16 ga.,1314"long `P STRAPPING UNDER PLATE SILL PL. Notation � Wider than 1"x 8" a'• ' ' •' ' . • Rough A B C D E F EXCEPTION: O 4-8d box(2112"x 0.113");or ; ' . ' ' ��' O enin WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE . 3-Bd common(2112"x 0.131");or a' A:a, y °. Opening ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. Z 3-1 Od box(3"x 0.128");or 2'-0" 2 (1) 2x4 1 1 1 1 A C 4 Staples, ,"crown,lsga., ,314"long NAIL SPACING FOR SHEATHING ) PRESSURE ZONES L Floor r• '4 ' 4'-0" 4 (1) 2x4 2 2 2 2 - 4-8d box(2112"x 0.113");or A U) 0 ' 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 3 3 ZONE 1 ZONE 2 ZONE 3 ZONE 4 = 3-1 Od box(3"x 0.128"); 21 Joist to sill,top plate or girder 3-8d common(2112"x or ");or 0 Toe nail '' D O U or _ � 3-3"x 0.131"nails 8'-0" 8 (2) 2x4 or (1) 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C.22 3 ad box(2112".(0.113") 4"D.C.toe nail 10'-0" Rimjoist,band joist or blocking to sill or top Bid common(2112"x 0.131");or 10 (2) 2x6 4 4 4 4 plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail C T 3"x 0.13,"nails PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. � 12'-0" 12 (2) 2x6 5 5 5 5 B G AT STUD TO FLOOR ASSEMBLY 'SI�IPSON' C E � A � � A � A � A I 3-Bd box(2 f2"x o.113");or Notations : I �I I -I -I I I 23 1"x fill subflooror less to each joist 2-8d common(2112"x D.131");or Face nail TO SILL PLATE CONNECTION SP4 I 3-10d box(3' x 0.12E");or A. NUMBER OF 8D NALS AT EACH END OF STRAPPINGS 2 staples, 1"crown,16 ga., 13/4"long (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) Q 0 0 0 � 0 0 ¢ 3 3-16d box(31/2"x 0.135");or FOR STRAP - (4) 8D COMMON NALS B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) 24 2"subfloor to joist or girder 2-,6d common(3112"x 0.162") Blind and face nail c •' AT EACH END OF STRAP ° • . A 3-16d box(3112"x 0.135");or C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER 25 2"planks(plank&beam-floor&roof) 1 At each bearing,face nail WRAP STRAPPING UNDER SILL PLATE : ' i• • a" • ; A. < F O 0 2-16d common(3 12 x 0.162"} "•' p;• •• 3-16d common(31/2"x 0.162") •' :'.. ,: D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD TO END 4-10 box(3"x 0.128"),or ': OF HEADER AT EACH SIDE N 26 Band or rim joist to joist End nail A 4 3"x 0.131"nails;or ' N 4-3"x 14 o.staples,r! crown •a, E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) rn M E g P '$ ® O00 00 ® O00 0 ® X Nail each layer as follows:32"o.c. o god common(4"x 0.192");or F. NUMBER OF 16D NALS END-NAILED THROUGH ADJACENT JACK STUDS TO Cl) � - c) at top and bottom and staggered. DD M e 1od box(3"x0.128",;or 24"o.c.face nail at top and bottom END VIEW SECTION END OF SILL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) T_ �O n r 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides p: m o P r]) ao (D layers And: 0 0 a Z U- Y 2-20d common 4"x 0.192";or ''n L) E ( ) Face nail at ends and at each splice (Required for ail New Construction o 3-10dbox(3"x0.,2B",;flr P SPLICING OF TOP PLATE o 2 0 = � and/or New Additions) 3 3"x 0.131"'nails TYPICAL EXTERIOR WALL CONST. `f Cc 4-16d box(3 12"x 0.135");orAct 3-16d common(3112"x 0.162");or SEE FLOOR PLANS 91@ 0 0 Q 3 ® 3 2 � CoYat 28 Ledger strip supporting joists arrafters 4-1Ddbox(3"x0.128");or At each joist orrafter,face nail 3/4' SUB FLOOR GLUED & NAILED L. TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS A a) M En 4-3"x 0.131"nails 2x FL. JTS SEE PLANS NOTE: GABLE ROOFS HIP ROOFS m BLOCKING ONE STORY SLAB ON GRADE ALL OTHER CASES 00 C° E 3: 29 Bridging or blocking to joist 2-10d bcx(3"x 0.128"),or 2-Bd common Each end,toe nail NSUL. AS PER PLANS A-4 FEET N ALL CASES N c W (21/2"r 0-131";or2-3"x 0.131")nails STRAPPING: NAILING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST. s SPACING OF FASTENERS (4)8D COMMON NAILS ® EA. END SPACING IS BASED ON 1/2' SHEATHING & 8D COMMON NALS a DESCRIPTION NUMBERAND iitermediate OF STRAP (BY SIMPSON) RATIO LIMITS H/L S 3 1/2 Building Minimum 12 Building Minimum 12 ITEM OF BUILDING ELEMENTS TYPE OF FASTENER--b,c Edges h supports •' Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.) (inches} (inches) PLYWOOD NOT SHOWN TABLE R301.2.1.2 Wood structural panels,subfloor,roof and inferior wall sheathing to framing and particleboard wall sheathing to framing JOIST HANGER BY SIMPSON FOR CLARITY 12'-Olt 3'-0' 12'-0" 2'-0' WIND-BORNE DEBRIS PROTECTION FASTENING [see Table R602 C(3)for wood structural panel exterior wall sheathing to wall framing] 16'-0" 4'-0' 16'-0" 3'-0• SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d Ed common(2"x 0.113^)nail(subfloor,wall)' SOFFIT MATERIAL AS PER ELEVATIONS SOLD BLOCKING 30 318"-112' 8d common(21/2"x 0.131")nail(roof);or RSP.S-01 6 121 SEAMS " " t-± (231s'x o_113")nail(roof)j 20-0 5'-0' 20-0 4'-0' V STRAPPING: FASTENER SPACING 1s Bd common nail(2112"x 0.131");or RSRs-01; r (4)10D COMMON NALS ® EA. END OF STRAP 24'-0" 6'-0' 24'-0" 4'-0' 0 31 132 - t" (23/g'x 0.113")nail(roof)] 6 12 OR H8 CONNECTOR BY SIMPSON) „ 4 FOOT 6 FOOT W FASTENER TYPE PANEL SPAN 1 tOd common(3"x 0.148")nail;or 28-0 T-0' 28-0 5'-0' < PANEL SPAN <PANEL SPAN � 32 1118 1114. 8d(2112'x 0.131")deformed nail 6 12 TYPICAL EXTERIOR WALL CONST. <4 FOOT Other wall sheathingfl SEE FLOOR PLANS PLYWOOD SHEATHING 32'-0" 8'-0' 32'-0" 6'-0' <6 FOOT <8 FOOT o� 1 / (SEE NAILING SHEDULE) 1 N4 112"structural cellulosic fiberboard 1 /2"galvanized roofing nail, /15"head r 33 diameter,or 1 /4 long 16 ga.staple with 11&"or 3 6 36'-0" 9'-0' 36'-0" T-0' 22'#6 [� sheathing CANTILEVER DETAIL (TYP) WOOD SCREWS 16" 12" 9" 1"crown 34 25132"structural cellulosic 1314"galvanized roofing rail, 1/16'head diameter, 3 6 40'-0" 11'-0' 40'-0" 8'-0' fiberboard sheathing or 111?long 1S ga.staple with 111E"or 1"crown 50'-0" 13'-0• 50'-0" 10'_0• 22 #8 1 1112"galvanized roofing nail;staple galvanized, 16" 16" 12" 35 12'gypsum sheathincld 1 1 7 7 TYPICAL EXTERIOR WALL CONST. HOLD DOWN SEE WOOD SCREWS 1 t2°long; t !4'screws,Type W or S 60'-0" 16'-0' 60'-0" 12'-0' SEE FLOOR PLANS DETAILS THIS SHEET 5 1314"galvanized roofing nail;staple galvanized, (9)10D COMMON NALS 0 EA. �� 1, FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm,1 POUND=0.454 kg, 36 !s"gypsum sheathing s a ^ 7 7 70-0 19'-0' 70-0 14'-0' 1 18"long;1 18 screws,Type W or 5 END OF STRAP BY SIMPSON) OVERLAP NEW SHEATHING OVER 1 MILE PER HOUR=1.609 km/h. Wood structural panels,combination subfloor underlayment to framing EXISTING STRUCTURE AS SHOWN. 80'-0" 22'-0' 80'-0" 16'-0' 3 6d deformed(2"x 0.120")nail;or NEW ZI�D B-� Q A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. 37 f4"and less Bid Common(2112'x 120))nail 6 12 iv Z PROVIDE STRAPPING AS PER DETAILS T Plate B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. THIS SHT. C.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. „; Al 38 Bd common(21/2"x 0.131")nail;or 6 12 w Splice Length D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALL BE ATTACHED 8 Bid deformed(2112"x 0.120")nail Q UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWEL 10d Common 0"x 0.148")nail;or CAPACITY OF 490 POUNDS. 39 ,118"-1114" 8d deformed(2112"x 0.120")nail 6 12 0to 11. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE 1. Tabulated splice lengths assume top plate-to-top plate For SI!1 inch=25 4 mm,1 foot=304.6 mm•1 mile per hour=0 447 rrJs:1 ksi=6.a95 MPa 111 CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF '(11.1mm)AND A MAXIMUM SPAN:,, ZZZ connectionusing 2-16d Wads per foot. For shorter splice a.Nails are smooth common,box or deformed shanks sxce t where otherwise stated,Nally used for from[ and aheathing flonnections shall have minimum average bending yield strengths as 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. OF 8 FEET(2438 mm).PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH P lengths, the nail spacingshal be reduced in order to ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE A' '•' »• "" a,. shown•80 ksl for shank diameter of0192 inch(20d common nab),90 ksifor shank diameters larger than 0 142 inch but not larger than 6 177 Inch.and 100 ksilor shank diamete.r of 0.142 inch 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. �, REMOVE EXISTING SHEATHING 2'-0' Y or less. EXISTING FIRST FLOOR provide an egllValent nlmbef Of Halls. TABLE R301.2.L2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING.tOAD$' "•' �.��`� b. Staples are 16 gage wire and have a minimum 7/le-inch on diameter crown width BELOW NEW 2ND STORY DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF NEW 1fORK`,t. `Y; c. Nails shall be spaced at not more than 8 inches on ceww at all supportswhere spans are 48 inches or greater CONSTRUCTION. 2. Tabulated splice lengths assume a mean roof height of y, SHEARWALL SEG. DETAIL (TYP) STATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING j � ).' DRAWN: CC d. Four-foot by 8-footar4-foot b/9-foot panelsshall he applied vertically 33 feet. For mean roof heights Of 15 feet Or less, the WINDOWS. �.•" A hi {: :, j ' `•� a. Spacing of fasteners not included in this table sfiall be t+asedon Tab 02 3(2). tabulated Values shall bepennitted to be multiplied by 0.80. Yt r SCALE: AS NOTED f.For wood snu•tural panel roof shaathing attached to gable end roof framing and to intermediate supports whMn 49 Inches d roof edges and ricgna.nail,shall be spaced at Inches on center k a. fs •y where the uhima4 daslgn nand speed is less than 130 mph and shall be spaccd 4 mchasoft center where the ultimate design a^nd speed is 130 mph orgreatcr but less than 140 mph. y ^' r „ t tq " JOB: 20 0008 g. Gypsum sheathing shall oonform toASTM C1396 and shall be Instalied in accordance whh 04253,Fiberboard sheathing shall oontorm to ASTM C208. LOAD PAT H/ FRAMING DETAIL ). (`. jj ' 06/10/22 h.Spacing of fasteners on floor sheathing panel edges applies to pa net edges supported by framing members and required blocking and atfiar penmeters only.Spacing d Tasteners an roof 4 , _ sheathing pane(edgesappliesto panel edges supported bytraming members and required blacking.Blocking of rootor floor sheathing paneledges perpendicular to the framing members need SHEET NO. not be provided except as required by other provisionsof this code,Floor perimeter shall be supported byframing members or solid blocking. /t i Where a ratter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and too nails from the calling joist to top plate in acoordancswhh this hedula.Ths toe nation the opposite side d the rafter shell not be requited j. RSRS-01 lea Roof Sheathing Ring Shank nail meeting the specifications In ASTAd F1667 REVISIONS: JOIST DETAILS When sheathingintongue a rim board exceeds�", — When sheathingintongue a rim board exceeds�g ALLOWABLE HOLES - TJI® Joists DATE B RE trim sheathing tongue at rim board 2x stud wall at trim sheathing tongue at rim board 0e/26r22 DOB REVIEW 16"on-center Load bearing a shear wall above INTERMEDIATE BEARING Plate nail-16d(3+")box at (must stack over wall below) NO LOAD BEARING WALL ABOVE Plate nail-16d(3�")box at Min.distance from Table A Min.distance from Table B 16"on-center* 12"on-center Load from above Do not cut holes larger Web stiffeners required No field cur r9 1}"hole maybe cut Floor panel nail-8d(22") Blocking panel each side at B3W holes In than rk~In cantilever anywhere in web out- Blocking common at 6"on-center* Floor panel nail-8d(2z') Blocking panels may be required hatched side of hatched zone DO NOT panel common at 6"on-center with shear walls above or below zones cut or notch flange. P 2x4 minimum 4'iLevelTM or 1+'TimberStrand® squash blocks (See detail 131) 6" ❑ O ❑ s" LSL rim board* 1+'TimberStrand® LSL rim board* L1 2 x D1 D1 L 2 x L D 6 12" (applies to alm minimum holes Toe nail-10d(3")box min. Toe nail- (3")box O * at 6"on-center r except knockouts) at 6"on-center Table A - End Support Not Boundary nailing- Web stiffeners 2x4 minimum pp cur holes In cantilever 8d( ')common at squash blocks Minimum distance from edge TJI®rim joist Install proper blocking to required each side at : ge of hole to inside face of nearest end support reinforcement. Conventional construction code 4"on-center* support all panel edges B1W and B2W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE minimum for use with A3 only. See DEPTH Tile O Must have 1s"minimum joist A3 A3.1 A3.2 A3.3 iLevel Framer's Pocket Guide for A3.4 *See iLevel Framer's Pocket Guide for B2 B2W B3 63W CS Use 2x4 minimum around squash blocks to 2" 3" 4" s" 6}" 7" s�" 11" 13" 2" 3" 4" 5" 7" gj' 11" 13" Al A2 a J transfer load around TJI®'olsf bearing at ends A3.1-A3.3 installation specifications. additional installations eclfications. 110 r-0" r6" LE 2'E 5'-0" r-o" 2'-0" 76" 3'-0" F-s" 41 210 1'-0" 1'6" 2'-D" 3'-O" 5'-0" 1'-0" 2'-0" 2'6" 4'-0" 5'-0" 230 1'-0" 2'-0" 7-6" 3'-6" 6-6„ 1'-0" 2'-0" 3'-0" 4'6" 5'-0" is'iLevelTM or 1i"TimberStrand® 360 r-s" 7-0" T-0" 4'-0" 6'-0" r6" 7-6" T-6" 6-0" 5'-6" LSL rim board. Nail to blocking Attach reinforcement to 110 1'-0" 1'-0" 1'-O" 1'-0" 2'6" 2'6" 6-0" r-0" r-0" r6" 2'6" 4'-6" 4'�" 6'-0" Web stiffeners 8"diameter maximum hole for 11�g"- 4'-0"length of 8"diameter maximum hole for 11�g"- 6'-0"length of TJI®joist 8' diameter maximum hole for 141- with connections equivalent joist with one 8d(2�') 210 1'-0" 1'-0" V-0" 1'�" 2'-6" 3'-0" s'-6" 1'-0" 1'-0" 2'-0" 3'-0" S-O" 5'-6" s'-6" „ reinforcement and filler 16 deep blocking panels;6 diameter w h c n schedule. common nail at each Nail through 2x_,wood backer and lip, 230 1'-0" 1'-0" 1'-0" Z-0" S-0" 3'-6" 6'-0" 1'-0" 1'-0" Z-T 3'-0" s'-6" 66" T-0" required each 16"deep blocking panels;6"diameter 4 reinforcement on 16"deep blocking panels;6"diameter g Blocking g 360 r-o° r-o" r-s" 2'6" 4'6~ 5'-0" 7' r-0" r-a' Z-6" 4'-0" 6'-6" 6'6" T6" 1 1 block.Use 4'-0' length maximum for blocking panels 9J"deep corner panel g TJI®joist web with 2 rows 10d sso r-o° r-o" r6" 3'-6" s-o" s'-6" e'-0" 1'-0^ 2'-0" 3'6" s-0" �'-o" T6" e'-o"side at E1 W maximum for blocking panels 9g" one side at E2,both maximum for blocking panels 9g" 1„ ® or shorter than 12"Ion &iLevelTM or 1+"TimberStrand® P with and 11 "TJI g• Attach reinforcement to 3" common nails at 6" deep or shorter than 12"long. sides at E3 deep or shorter than 12' long. ! Do not cut flanges. LSL rim board 1 - Blocking panel between each ( ) 110 r-o" r-0" r'-0" r-0" r-o" r-D" z'6" 6-0" r-0" r-a' r-0" r6" T-6" 4'-0" 6 0" e'-0" / Do not cut flanges. Do not cut flanges. joists. joist with one 8d(2 ') joist.Nail to top plate with on-center,clinched.Use 210 r-0° r-0" r-o" r-o^ r-o" r6° 3'-0" s'-0° r-o" r-o" r-0" 2'-0" a'-o" 4'6" s'6° e'6" common nail at each 16d 1" nails with 14" 230 1'-0" 1'-0" 1'-0" 1'-O" r-6" 7-0" 3'6" 666" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-0" T-0" 9'-0" connections equivalent to ( ) 1� iLevelTM or 1�4 TimberStrand® corner decking schedule. "TJI®joist 360 1'-0" 1'4" 1'-0" r-0" 76" 3'-0" 66" e'-0" 1'-0" 1'-0" T-0" 26" 6-6" s66" 8'-0" 9'-6" flange widths. sso 1'-0" 1'-0" 1'-0" 1'-0" Z6" 3'-0" 6'-0" 9'-0" 1'-0" 1'_0" T6" 3'6" 6'-6" T-0" 9'-0" 10'-0" 1 1. LSL rim board 12"length Of 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'6" 3'6" 6'-O" 1'-0" 1'-0" 1'-0" 1'-0" 2'6" 3,6" 666" 8'-0" 10'6" 18''iLevelTM Or 1d''TimberStrand® g 11 230 T-0" V-0" 1'-0" V-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'6" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'6" 7'-0" 9'-0" 11'-0" LSL rim board reinforcement on 12"length oft, *F1 applies to 16 3so r-0" r-o" r-o° r-o" r-0" r-o" 3'-0° s'-o" s'-o" no° r-o° r-o° r-o" a'-0" s'-o" 9'-0° 10'-0" 1r6" ' one side at E5, reinforcement on Attach reinforcement to both sides at E6 one side at ET v-o r-o r'-o r o r-o 1'-0 3'-0 666 o'- 1'-0 v o r-0 r6 s-o 6'-0 joist web with 3 rows 10d both sides at E8 loaded°O joists 4" 5•, 6" 7•, 8" 10" 12" IS" 117" 4" s" 6" T' 8•' 10" 112" 1IS" 117' 1 unit sso j Q +iLevelTM or 1+"TimberStrand® Attach reinforcement only. 1 (3")common nails at 6" .0 3so 1'-0" 1'-0" 1'-D" 1'-0" 1'-0" 2'-0" 5'-0" 10'-0" 1,-0" 1'-0" 1'-0" 3'-0" 5'-0" 10'-0" 11'-0" 13'-6" to joist with 8d(2�') R• 19' LSL rim board on-center,clinched.Use 2 Wood �� sso r-o" r-o° r-o^ r-o" r-o" r-o" s'-o" 1r-0" r-o" r-o" r6" 4'-0" s'6" 1r o" 1r-0" 1a'-s" common nails at 6"on- �� e( �l 2 �v� center.When reinforcing 2 J rows with 92"and 117�° backer 65 tea�ti1 as°�� 20" 3so 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" T-0" 10'6" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 6'-0" 11'6" 14'-0" 15'6" Face grain �a� both sides,stagger nails. a+�� TJI®joists. Less than 5" Less than 5" 1 i��e�e� GO: sso 1'-0" 1'-0" r-o" r 0° r-o" r 0" r-0" T 0" 1 r-o" r-0" r-0" r 0" r 0" a'-o" 9'6" 126' 14'-6" 1s6" horizontal °a��` ��°` Table B -Intermediate or Cantilever Support E1 E1 E2 E3 E4 Not for use with 32"TJI®joist flange widths as E7 E8 F1 �a Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O DEPTH TJI• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4„ 6" 0' T' *1 11" 13" 2" 3" 4" 6" 6p- T' 0' 11" 13" EXTERIOR DECK ATTACHMENT Option#1: WEB STIFFENER ATTACHMENT 110 1'6" 2'6" 3'-0" 4'-0" T6" 1'6" 2'6" T6" 66" 6'-s" TJI®Joist blocking with end 210 Z-0" 76" V-s" 4'6" T6" 7-0" 3'-0" 4'-0" s'-0" 7'-0" Filler block:Attach with ten 10d(3")box Structural exterior sheathing Applysubfloor g . Ga 230 76" 3'-0" 4'-0" 5-0" V-0" 2'6" 3'-0" 4'6" s66" T6" ( ) adhesive to all blocks installed at joist-span / "minimum nails,clinched.Use ten 16d box ) p 3 360 3'-0" a'-o" s'-s" s'6" s'-0~ 3'-0" a'6° s6" T6" e'-o" nails from each side with "TJI®joist loco ions using 1 „ 2a maximum 110 r-0" 1'-0" r-6" z'6" 4'-0" a'-0" 8'-0" 1'-0" r-6" 2'6" 4'-0" 666" T-0" 9'-o" Flashing contact surfaces flange widths. Use fifteen ails with TJI® two 8d(2�.") 210 r-0° 1'-0" 2'-0" 3'-0" a'6" s'-o" s'-o" r-o" z'-o° 3'-0" a'6" T-s" s'-o" 10'-0" Web stiffeners required if Bearing plate: Three 8d(24")box nails,clinched joist depths rester than 16". Backer block:Install tight a box nails or 11{~ 230 r-o° z'-o" z'-s" 3'6" s'-o" 5'6" s'6" r-0° 2'6" 3'6" s'-o" e'-o" e'6" 10'-0" sides of hanger do not j P g g Flush plate with inside Treated 2x_ tsQ 2 "screws, (Three 16d 3.1")box nails at 3Z'TJI® 360 7-0" 3'-0" 4'-0" s-6^ T-o" T-6" 11'-0" 7-0" 3'-6" 6-0" T-O" 9'6" 9'6" 11-0" W to top flange(tight to �s laterally support at least" face of wall or beam ledger 1° tta� typical joist flange wizdths sso 1'6" 3'-0" 4'-6" 56" 8'4" e'-6" 17-0" S-0" 4'-6" fiw" 6-0" 10'6" 1 r-0" 12'-0" of TJI®joist top flange bottom flange with face g 110 r-v r-o° r-o" r-0" 2'-0" 2'6" 4'6" 8'-0" r-0" r-o" r-0" Z6" 6-0" s'-0" 9'-0" 12'-0" Q� mount hangers).Attach 1 TM 210 r-0" r-0" V-D" r-0" 2'6" T-0" s-O" 9'-O" 1'4' 1'-0" 7-0" 3'6" 6'-0" T-0" 10-4' 12'6" See fastener 1s'iLevel or+ 1}" Web stiffener each side. with ten 10d(3")box 14" 230 1'-0" 1'-0" 1'-0" 7-0" 3'-0" 3'6" 5'6" 10'-0" 1'-0" 1'-0" 2'6" 4'-0" 6'-0" T6" 10'6" 13'-0" J table below.Maintain TimberStrand® See sizes below. 360 1'-0" 1'-0" 7-0" 3'6" 56" 6'-0" 8'6" 12'6" 1'-0" 7-0" 4'-0" 56" 9--0"110'-0" 17-0" 14'-0" l�rV nails,clinched when iy`». LSL rim board Option#2: possible. 2"distance(minimum)from 2x strapping installed at w sso r-o" r-o" 66" s'6" 9'6" 13'6" r-0" 3'-0" s'-o" T-0" 10'-0" 1r 0" 1s'-o° Top flange P _ PP 9 t-1 Tight fit edge Of ledger t0 fastener. 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'6" 9'-6" 1'-0" 1'-0" 1'-0" 7-0" 4'6 5'6" 9'6" 12'-6" 15'6" hanger ~ joist-span locations using two Backer block Allowable Load I Factored Resistance(Ibs) 2z"screws per joist,typical 16„ 230 1'-0"MI: r6" 7_0" 4'-0" 66" 10'-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-o" 10'6" 13'-0" W Web Stiffener Size W Web Stiffener Size 360 1'-01, 3'-0" 4'-0" 6'6" 10'-O" 13'6" 1'-0" 1'-Y' 7-0" 4'-0" T6" 6-6" 13'-0" 1both sides of web Fastener 11"TimberStrand® 1�"iLevelTM rim board sso 1'-0" 2'6" 3'6" T-0" 11'-0" 15'-0" r-0" 1'-0" Face mount 4 8 Option#3: hanger with single TJI® directly applied ceiling 1J" �'x 2�"minimum 2&" J"x 2&"minimum a' 6~ s" T' 8' 10' tz" 1s' 17" a' S' s" 7" 8" 10" LT' 1V 17' joist "la bolt 400/63o N.A./N.A. x 2 minimum 2 1"x 25"minimum 3so r-tr' r-o" r-o° r6" 3'-a' s'-o" s'-o" 1s'-0" r-0" r-s" a'-o° s'6" s' 1s'-s" "la bolt 4751750 400/575* When specified on the layout one 1 8 16 18" sso 1'-0" 1'-0" 1'-0" 1'-0" 2'-O" 6'-0" 10'-0" 16'6" 1'-0" 3'-6" 6'-0" 8'6" 11'-6" 16'6" 18'-0 With top flange hangers,backer block required This factored resistance is with a J"gap between the rim board and deck ledger ' 20'-0" H1 H2 H3 PB1 Of the three bracing options O 2 "X 2 "minimum 3 " 2x4 360 1'-0" 1'-0" 1'-D" 1'-0" 1'-0" T-0" 6'-0" 11'-0" 15'61, ,'-0" 1'-0" 1'6" 4'-0" only for downward loads exceeding 250 Ibs or for LA • Allowable load determined in accordance with AC 124. 20 shown must be installed sso 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'6" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 1T6' 19'-6" uplift conditions. • Corrosion-resistant fasteners required for wet-service applications. Rectangular holes based on measurement of longest side • Holes may be located vertically anywhere within the web.Leave}"of web(minimum)at top and bottom of hole. • Knockouts are located in web at approximately 12"on-center,they do not affect hole placement. FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES For simple span(6 minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located BEAM and COLUMN DETAILS Closest On-Center Spacing per Row TJI®Joists 110 210 230 or 360 560 1 DOC or 300C 400C at the center of the joist span provided to other holes occur s the joist. Nail Size TJI® Rim Board TimberStrand®LSL Microllams Parallam® Depth or 14„ "or 14"or or 14"or 18"or 14"or 18"or ,+,or 14"or or 14"or 1 "or wider LVL PSL P J. 16" 16" 20" 11� 16" 20" 16" 16" Distances are based on the maximum uniform loads shown in current iLevel product guides.For other load conditions or hole 11 o&210 230,360,660 1}" 1F" configurations contact your iLevel representative. Filler Block* 2x6+J" 2x8+J" 2x6+}" 2x8+ " 2x12+J" Two Two Two 2x6+ " 2x8+I" BEARING AT WALL BEARING FOR DOOR BEAM TO BEAM BEARING AT sit(z}")box *1 2" s° a" 2xs 2xs (2)2xs (2)2xs 0 OR WINDOW HEADER (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing sheathing CONNECTION CONCRETE WALL 8d(2}')common 3}" 2" 6" 4" 3" 3" 3' V 1,!Leve[TM Cantilever 2x6 2x10 2x6+i" 2x10+J" 2x6+J" 2x10+i" 2x6+�•" 2x10+J" 1T ILeveITM or 1+"TimberStrand® Strapper code if to late 1od 3",12d box V 2" 6" 4" Filler 4'-0" 6'-0' Not LSL rim board or blockingfor lateral P P P ( ) (� ) sheathing sheathing sheathing sheathing applicable Not applicable sheathing sheathing N.A. N.A. Lf') Is not continuous over (DetailE4) long long 4'-0"long 6-0"long 4'-0"long V-0"long 4'-0"long 6-0"long ALLOWABLE HOLES - Headers and Beams W Support 10d(3"),12d(3�")common 4�" 3" 6' 4" 4" 4" 4" header Backer Block* 16d(34")common N.A. 4" 16" 6"i'I 6"l'i 8" 6'. Detail F1 1.55E TimberStrande LSL Headers and Beams •— o ( "or or 1"Net 2x6 2x8 2x12 1"Net 2x6 2x8 (1)Can be reduced to 4"on-center with maximum nail penetration of if-into the narrow edge Farthest On-Center Spacing per Row or H2) y/ W } • Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Nailing Maximum spacing of nails is: •If necessary,increase filler and backer block height for face mount hangers.Maintain i<'•gap at to ot/'oist,see detail W.Filler and backer 2 x diameter of the 2 x diameter of the /IW� requirements on engineered drawings supersede recommendations listed above. •For joist widths 1t"or less: 18"on-center block lengths should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). +�depth largest hole(minimum) largest hole(minimum) Allowed hole zone z To flan e • Nailing rows must be offset at least f"and staggered. •Forjoist widths greater than 1t": 24"on-center 6 hanger : •14 ga.staples may be substituted for 8d(2q")nails if minimum penetration of 1" into the (D � t� 9 Face mount Protect Untreated TJlsjoist or rim board is achieved. Joists must be laterally supported at O O , C L wood from direct a , , , O U hanger contact with cantilever and end bearings by blocking Column concrete panels,hangers,or direct attachment to ;�:r N � L1 L2 L3 See current iLevel literature L4 a rim board or rim joist. � U O for framing connectors Safe bracing 1 x4 g• s" T Safety g( HEADER MAXIMUM ROUND minimum)at Von-center(6' DEPTH HOLE SIZE Silent Floor®joist framing on-center for TJI®Joists)and "- 3" CONNECTION OF MULTIPLE PIECES does not require bridging or El extended to a braced end wall. General Notes OF TOP-LOADED BEAMS(1) Fasten at each joist with 14"to 16" 4 mid-span blocking two 8d(*')nails minimum • Round holes only See illustration for allowed hole zone see WARNING • No holes in headers or beams in plank orientation. 11"Width Pieces: ( )• BEARING AT • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. COLUMN • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. for 14"and deeper beams ELEVATED H2 TM DO NOT bevel cut Al Other iLevel Trus Joist® Headers and Beams o Verify column capacity BEAM ON COLUMN BASE COLUMN BASE Rim board joint • If using 12d(3Jq")or larger nails,the number of joist CE, between oists Microllams LVL Band beam bearing COLUMN CAP1 nlnailing rows may be reduced by one. beyond inside face1.3E TimberStrande and Parallam®PSL length.See current C0 �r � of wall. LSL hole zone hole zone 2 x diameter of the depth M M � E iLevel literature. 3 'Width Pieces: A3 largest hole(minimum) P X r tv U 1 Seat cuts must be DO NOT cut,notch or drill ° • Minimum of 2 rows 'bolts at Im co c 24"o.c.staggered within wall. holes in headers except as rn cp ° 1 Load must be applied even) across entire 1 `'~� ( ) PP Y s,, , •,' "••. d Indicated in Illustrations O at • •'• o , o and tables, d � � o beam width.Otherwise, use connections for °'+r .s '�''`';+ CS 1 ° Z UD - TJI®rim joist TimberStrand®iLevell- or +LSL 0, a) side loaded beams. L3 rim board aillowed hole zoned DEPTH HOLE SIZE C 0 v L Optional Parallams PSL HEADER MAXIMUM ROUND 0Y U Q- Additional nailing or bolting may be non-shrink , m a Lg required with side-loaded multiple-member P1 P2 P3 grout A2 middle}span a" 1" r Y m O beams.Refer to current product literature. 1 " rn co — Q i.n U B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d (o 7"to 20" 2" � (v E H 1 See illustration for Allowed Hole Zone N TJI®JOIST NAILING REQUIREMENTS at BEARING B2 General Notes a TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 1 • Allowed hole zone suitable for uniformly loaded headers and beams only. &iL.eveITM or 11' (Load bearing wall above) L5 TimberStrandO LSL rim B3 Round holes only board One 10d(3")box nail • No holes in cantilevers. into each flange • No holes in headers or beams in plank orientation. One 8d(22")box P nail each side. INSTALLATION TIPS B4 Butting joists Use B1 or B2 at Drive nails at an with blocking intermediate bearings 4 Subfloor adhesive will improve floor panels angle at least 1 " P with load bearing or WARNING V from end. performance,but may not be required. 9 it,minimum bearing at Also see detail B2 End of joists shear wall from above r, 0 end support;3z"minimum •When joists are doubled at non-load bearing at centerline Joists are unstable until braced laterally rP T�'�■ at intermedate support parallel partitions,space joists apart the width of of support Braced end wall- Bracing Includes: �P PP see note 3 under • Blocking • Sheathing • Strut Lines Shear transfer.Connections equivalent to the wall for plumbing or HVAC. floor panel nailing schedule 0 WARNING • Hangers • Rim Board • Rim Joist H Additional joist at plumbing drop(see detail). H1 o Rim to TJI®Joist 1$"iLevelTM or 1t" 3�"wide TJI®rim ° • '� s ° �� - TimberStrand®LSL joist:Toe nail with rim board or It'wide TJI® 10d(3")box nails,17 ° ° rim joist:One 10d(Y)box one each side of TJI®floor L4 x nail into each flange TJI®joist flange joist °• •a ^ ° Exterior Deck d 2 2 4"wide TJI® Shifted .'' :," : ° Attachment DO NOT walk on joists DO NOT walk on joists DO NOT stack building Additional :. . rim joist: ne 16d(31") 3"wide TJI joist ,; Structural until braced. that are lying flat. materials on unsheathed box nail into each flange rim joist Plumbing joist :•: ° sheathing INJURY MAY RESULT. joists.Stack on/ over 1t'minimum bearing Top View drop O ° DO NOT use sawn beams or walls. lumber for rim Locate rim board joint between joists. •Squash blocks and blocking panels carry o g. WARNING NOTES: board or blocking. stacked vertical loads(details B1 and 62). ° 0 Sawn lumber may Lack of proper bracing during construction can result in serious Packing out the web of a TJI joist(with web Protect untreated wood =* BEAM ATTACHMENT at BEARING shrink after accidents.Observe the followingguidelines: stiffeners)is not a substitute for squash blocks from direct contact with See ALLOWABLE installation. g 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJIs joists must be completely installed and properly nailed.or blocking panels. concrete 1�"knockouts at ° H3 HOLES g, g j pp j P y• P P y approximately M 2.Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. t, 1i�"iLevelTM or 1 " TM � ®'�� 3.Safety bracing '` << 12"on-Center y g of 1x4(minimum)must be nailed to a braced end wall or sheathed area and to each joist. TimberStrand® a 4.Sheathing must be properly nailed to each TJI®joist before additional loads can be placed on the system. r>2" r'": ` ?.. LSL rim board ' ® 5.Ends of cantilevers require safety bracing on both the to and bottom flanges. "" Silent Floor q Y 9 p 9 try„ ' ;ti ^' 'k DRAWN: CC Bearing plate to be 6.TJI®joist flanges must remain straight within 1/2"from true alignment. " Y' (i SCALE: AS NOTED flush with inside face See framing Ian if applicable) of wall or beam ..;. ct i• 5` JOB: 20-0008 Drive nails at an g P ( PP ) Weyerhaeuser,Microllams,Parallam®,Silent Floor®,TimberStrande),TJI®and Trus Joist®are registered trademarks and; E One 10d(3")box nail each angle to minimize or iLevelTM Framers Pocket iLevelTM is a trademark of Weyerhaeuser. © 2006 Weyerhaeuser Company. All rights reserved. Printed in the A. 06/10/22 side of member at bearing, splitting of plate Guide for minimum end and SHEET NO. 1 minimum from end intermediate bearing lengths. December2006 Reorder TJ-4o15A9 `` b