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HomeMy WebLinkAbout50917-Z $of s°uryolo Town of Southold * f P.O. Box 1179 0 53095 Main Rd °ly�ou N � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46166 Date: 05/14/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 360 Westview Dr Mattituck, NY 11952 S ecBlock/Lot: 13 9.4-12 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/24/2024 Pursuant to which Building Permit No. 50917 and dated: 07/10/2024 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 including fire-damage repairs, a finished basement, and an "as built" basement bathroom to an existing single-family dwelling as applied for. The certificate is issued to: James Murphy , Christine Murphy Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50917 3/18/2025 PLUMBERS CERTIFICATION: Marc Lo Bianco 3/27/2025 Auth e Si ature o�SUFFntK�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50917 Date: 7/10/2024 Permission is hereby granted to: i Murphy, James PO BOX 368 Mattituck, NY 11952 To: construct fire-damaged repairs, finish the basement and to legalize the "as built" basement bathroom of the existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 360.Westview Dr, Mattituck SCTM #473889 Sec/Block/Lot# 139.-1-12 Pursuant to application dated 6/24/2024 and approved by the Building Inspector. To expire on 119/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $827.00 CERTIFICATE OF OCCUPANCY $100.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $36.00 Total: $963.00 Building Inspector ho��pF SOUr��l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Murphy Address: 360 Westview Dr City: Mattituck St: NY Zip: 11952 Building Permit#: 50917 Section: 139 Block: 1 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Belcar Electric License No: 51179ME SITE DETAILS Office Use Only Indoor 17F Basement 17 Service r%7 Solar (— Outdoor W 1st Floor 1✓ Pool r Spa r Renovation r 2nd Floor Hot Tub r Generator (- Survey r Attic r Garage Battery Storage rr I INVENTORY Service 1 ph r✓ Heat Duplec Recpt 5 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors 3 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Other Equipment: 200A Panel 40 Circuit/ 25 Used Notes: Garage, Breezeway & New Service Panel Inspector Signature: X Date: March 18, 2025 Sean Devlin Electrical Inspector sean.deviin(-town.southold.ny.us 360WestviewGarage i i • pfr SUUTyQ`o Town Halt Annex � � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CAR P.O.Box 1179 O �O Southold,tV'Y 11971.0959 ; Q"yOUNt`t,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATION Date: o� Building Permit No. Owner: Q (Please prin Plumber: HIQ (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (P°lumbers Signature) Sworn to before me this 2 day of a2Q rC 20_Z_ _ 1IRENE M.N08RE "WARY PUBW-T11E STATE OF MEW YORK Ow�1Md bt SuRoat Alp Comtnba"EW M MW t ft CewNF 204— Notary Public,� uFfUd ( County �aOE SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 " INSPECTION [ ] FOUNDATION 1ST/ REBAR. [ ] ROUGH PLBG. [ ] F DATION 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: f DATE 1 �� 'YOB : INSPECTOR SOUTyolo �a `l d 2 ��a C,c.9��+�e e u� lDrr. # * ' TOWN OF SOUTHOLD BUILDING DEPT. o�+,� 631-765-1802 INSPECTION ]' FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ .] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION .[ ]"FIRE RESISTANT.PENETRATION [bQ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f�v DATE 3 INSPECTOR AL �o'*UE SOUlyolo l �. WCS+Vje-LA) # TOW OF SOUTHOL BUILDING DEPT. 631-765-1802 INSPECTION [ ]. FOUNDATI.ON'1 ST/ REBAR. [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] `FIRE RESISTANT CONSTRUCTION [ ` ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o P-pw7'x'f4 IJ DATE J - INSPECTOR #DOE SOGIyO# ��q TOWN OF SOUTHOLD BUILDIN �ourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR f ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [: ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION'- ] ELECTRICAL (ROUGH) r- 1 LECTRICAL (FINAL) [ ] CODE VIOLATION RE C/O [ ] RENTAL REMARKS: 222/12r: :T-x OIL DATE INSPECTOR c OF SOUlyolo * # - TOWN OF SOUTHOLD BUILDING DEPT. o�m� 631-765-1802 NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] tLAT H PLBG. [ ] FOUNDATION 2ND [ 1ON/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 a�w It. a � a �1 - lh Ljed-,. A J - � DATE INSPECTOR OFSOUTh°� �,,� � � `�'"� Ll (� �✓ 1f��l V f�+ V TOWN-OF SOUTHOLD BUILDING DEPT. couNr+��` 631-765-1802 INSPECTION [ . ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATIOW/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: 6 C DATE �l l�Ar. .INSPECTOR OP SOUIyOIo # # TOWN-OF SOUTHOLD BUILDING DEPT. coo 631-765-1802 ��- INSPECTION [ ] FOUNDATION 1ST/REBAR [ '] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING/STRAPPING [ .FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ : ] PRE C/O [ ] RENTAL REMARKS- l DATE INSPECTOR r Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer May 12, 2025 D ' MAY � 3 2025 --Buildie De artment — - --- $uiodM9 g p— - Town of Southold Town of Southold Re: 360 Westview Drive,Mattituck(Permit#50917) Dear Sirs: Please note the following concerning this application: Attached please find plans dated 5/12/25 for the pre-existing finished basement at the above referenced address. To the best of my knowledge from my inspection of the premises,I find that the construction within the basement, as depicted on my plans, complies with the NYS Residential Building Code at the time of construction. Please call if you should have any additional concerns about this application. Respect 11 submi d, Jeffrey T tiler,P.E. OF NEIVY �P N( T. CO C� 013493 x` �OFESSOA f#u,✓:.mac �,'`PsufFolt�o TOWN OF SOUTHOLD—BUILLDING DEPARTMENT y�o ay Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,.NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https:Hwww.southoldtownny.gov -.Date Received.. :::_...... -. .APPLICATION FOR BUILDING PERMIT ~ + 0 V R. For Office Use Only PERMIT NO. Building Inspector: J .SUN 2 4 2024 Applications and forms must be filled out in their entirety. Incomplete $�,D]riGDEPT TOWN . applications will not be accepted. Where the Applicant is not the owner,an ��,SOVMOV IL Owners Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:James & Christine Murphy SCTM # woo-139.00 - 01.00 - 012.000 Project Address:360 Westview Drive, Mattituck NY Phone#031) 300-5220 Email.jmurphy@royreeve.com Mailing Address:P.O. Box 368, Mattituck NY 11952 CONTACT PERSON: Name:Melissa Butler, Jeffrey T. Butler, PE PC Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#:(631) 338-8449 Email:mbutler75@mac.com DESIGN PROFESSIONAL INFORMATION: Name:Jeffrey T. Butler, PE Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#:(631) 208-8850 Email:Jeff@butler-ae.com CONTRACTOR INFORMATION: Name:Belfor Property Restoration Mailing Address:60 Raynor Avenue, Ronkonkoma NY 11779 Phone#031) 964-8900 Email:david.engler@us.belfor.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration RRepair ❑Demolition Estim t dCo tofProject: ❑Other $ Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:SF Residence Intended use of property:SF Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes B No IF YES, PROVIDE A COPY. B Check Box After.Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Melissa Butler Application Submitted By(print.name): jj, BAuthorized Agent []Owner Signature of Applicant: Date: �Z yl2 y STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Melissa Butler being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, Agent (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner-set forth in the application file therewith. Sworn before me this Q day of / � ,20 otary Pu lic PROPERTY OWNER AUTHORIZATION FHILLARYANNE'HUBBARD ary Public-Stateof.saemi�fork (Where the applicant is not the owner) No.01HUj ff6Ik 6 Clualified in Suffolk County Commislsion€xp:09/04/2026 360 Westview Drive 1, residing at Mattituck NY 11952 Melissa Butler do.hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. (,p j (4A VWq Owner's Sign r Date � M�zs L h w nL Print Owner's Name 2 J SUFfO(�`, BUILD G DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Co . _ Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 'jlj0. apt. Telephone (631) 765-1802 - FAX (631) 765-9502 1 jameshCcD_southoldtownny.gov- seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date: ZGI. Company Name: _ a( bi-a- Electrician's Name: �TNI� License No.: Ime-511-7R EI c. email: �LG C dy CT %L. Elec. Phone No:(651 739-q68S E 'l request an email copy of Certificate of Compliance Elec. Address:: 1-) 6- 190AV i JOB SITE INFORMATION (All Information Required) Name: L (A II` Address• IV Cross Street: Phone No.: T - 220 Bldg.Permit#: -email Tax Map District: 1000 Section: 31.D Block: Ot, 00 Lot- 12-- lo i BRIEF DESCRIPTION OF WORK, INCLUDE.SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES LJ-140 ❑Rough In . ❑ Final.. Do.you need a Temp.Certificate?: ❑ YES ,:_; NO Issued On Temp Information: (All information required) Ser.vice Size Ph❑'3 Ph Size: A. # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 F H Frame _ Pole Work done on Service? F1 Y FIN Additional Information: j I I .. PAYMENT DUE WITH APPLICATION I I j i BUILDING DEPARTMENT-Electrical Inspector y.� TOWN OF SOUTHOLD o.. Town Hall Annex -54375 Main Road - PO Box 1179 •- "� Southold, New York 11971-0959 oyo� a0� Telephone (631) 765-1802 - FAX (631) 765-9502 lam esh southoldtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 12/11/24 Company Name: Belcar Electric, Inc. Electrician's Name: Matthew Traystman License No.: 51179-ME Elec. email: belcarelectricinc@gmail.com Elec. Phone No: 6317394685 01 request an email'copy of Certificate of Compliance Elec. Address.: 105 Bay Ave Ronkonkoma NY 11779 JOB SITE INFORMATION (All Information Required) Name: James Murphy Address: 360 Westview Drive Cross Street: Brower Road Phone No.: 6312351175 Bldg.Permit#: d —] email: michael.kelly@us.belfor.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Fire in garage. Rewire garage, breezeway between garage,and house. Replace some devices in kitchen. Square Footage: 375 Circle All That Apply: Is job ready for inspection?: YES FV-1 NO O Rough In Final Do you need a Temp Certificate?: O YES R NO Issued On Temp Information: (All information required) Service Size01 Ph 03 Ph Size: A # Meters Old Meter# ❑NewServiceOFire Reconnect[]Flood ReconnectOService Reconnect OUndergroundOOverhead # Underground Laterals D 1 2 H Frame M Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 v v,e a 7 ��SufFpj,l.co BUILDING DEPARTMENT- Electrical Inspector G�A TOWN OF SOUTHOLD o '` Town Hall Annex - 54375 Main Road - PO Box 1179 ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jarmesh southoldtownny.gov - seandCaD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 12/11/24 Company Name: Belcar Electric, Inc. Electrician's Name: Matthew Traystman License No.: 51179-ME Elec. email: belcarelectricinc@gmail.com Elec. Phone No: 6317394685 211 request an email copy of Certificate of Compliance Elec. Address.: 105 Bay Ave Ronkonkoma NY 11779 JOB SITE INFORMATION (All Information Required) Name: James Murphy Address: 360 Westview Drive Cross Street: Brower Road Phone No.: 6312351175 Bldg.Permit#: 5�d 5 1 :� email: michael.kelly@us.belfor.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Fire in garage. Rewire garage, breezeway between garage and house. Replace some devices in kitchen. Square Footage: 375 Circle All That Apply: Is job ready for inspection?: ❑ YES 0 NO-' [:]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-] 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 D 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION L �� 0 A2 � ���a � PERMIT# Address: Switches I Outlets ' GFI's Surface Sconces (I�. 1 H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes ' 1 DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat � Pucks ERV HOT TUB/SPAS Inst Hot DeHum Transfer Disc Combo r1 Cooktop Minisplit Blower 1 AC AH Hood Blower Service Amps r2,610 Have ui D Used 2S Sub Amps Have Used Comments , ar! Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 June 24,2024 VIA HAND DELIVERY Building Department Town of Southold " 54375 Main Road Southold,NY 11971 RE: Fire Damage Repair—360 Westview Drive,Mattituck(1000-139.00-01.00-012.000) To Whom It May Concern, Enclosed is a Building Permit application for the repair of the above fire damaged residence. Please note that our clients are currently displaced. We are asking that you extend every courtesy to expedite this application so that we can help our client get back into their home. Should you have any questions, please do not hesitate to call. Sincerely, elissa Butler SURVEY Of PROPERTY N SITUATE : IVIATTITUCK TOWN : SOUTHOLD W 7 5UEEOLK COUNTY. NY �G``L��p� 5URVEYED 05-22-2020 Fo��o S 5UFFOLK COUNTY TAX # Nod 0��P\""0 1000 - 139 - I - 12 �N� Pao��� CERTIFIED TO: CHRISTINE, G.MURPHY JAMES L MURPHY 0 FIDELITY NATIONAL ��� O�p � TITLE INSURANCE COMPANY JtP N N OF FAO ls0 NOON p��PPS 3 O � Za �� O' Co v-O \'�O G��0 O s �0 � s (D 001 n� - V \ �� Qom.:.'::•. 20. w C1. - N. 4aO 01, a0 Q �O"b a "Unauthorized alteration or addition to a survey NOTES: P �"�L_' r; u � .f mop bearing o licensed land surveyor's seal is a ® MONUMENT FOUND I O�^{I\I C o E h LE�5 LAND 5 U f�VEYO f� /,,\\D�—l__I/`r p � violation of section 7209.sub-division 2,of the PIPE FOUND J I I I�J •�bo /'C ��` J,.' New'York Slate Education Law. ®— CHAIN LINK FENCE ) "Only copies from the original of this survey 0< � � Ss� y marked with on original of the loud survey.,'. `�° stamped seal shall be considered to be valid true --z 5TOCKADE FENCE �y f�i � � copies" G GATE ' '- 5�' - 6 EA5T MAIN STREET N.Y.5. LIC. NO. 50202 & � 6� "Certifications indicated hereon signify that this ;'Lb'� ^yc1'•`, d survey was prepared in accordance with the ez- +. .,'11;I"' r III S /l isting Code of Practice for Land Surveys adopted Area = 12,737 5a. Ft. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 g � by the New York Stale Association of Professional Area = 0.29 Acres t,' — 1- 7 Land Surveyors. Said certifications shall run only Jesurvey@optonllne.net i:'tq�:�' �Ci !' 10 the Denson for whom the survey is prepared, 6RAPt11C SCALE I"= 20' Yy�/u SQ2 •1 D and an his behalf to the rue company. govemmen- .�,,h_�S`� - ��,y'„1IJ lot agency and lending Institution listed hereon, and IF � to the assignees of the lending Institution. Cerllfica- 2020-1 22 �``-+.,�"3;„�'�;rP„ }\J lions ore not transferable to additional institutions 3 I/ rr2l STUD/POST (3) wELLCRAFT EGRESS `1 MAY 1 3 202 i WINDOW WELL WITH INTRGRAL • LADDER AND COVER • Arid_+e, EXISTING; CRAWL SPACE • � r°'? .,' r°; EXISTING SLAB • I6 5/8" , PILOT HOLES FOR • MANUFACTURING INSTALL NEW TIE DOWNS AT EACH CORNER PURPOSES CW14 SIMPSON HDU 5 (TYPICAL) - SEE DETAIL EGRESS WINDOW WITH 5/8" ANCHOR BOLTS WITH T' MIN. EMBEDMENT - - - - EPDXY IN PLACE WITH SIMPSON EPDXY 0 FLOOR HDU JOIST N /8" THREADED O ROD Fll x PLAY ROOM STORAGE w (1'0" CLG. HGT.) u t� N z a W R L G D W a r_ IS N • D_ LFF • p a • N n _ I TIG IR _ TYPICAL HDU TIE BETWEEN FLOORS a A - - - - - - - - - - - - - - - - - - - - - - - VERIFY 5/8" F.G• GWB - - - - - - EXISTINGO •• O W ON CEILING AND WALLS UNEXCAVATED EXISTING PER CODE EXISTING SLAB EXISTING COLUMN, TYP, UNEXCAVATED EXISt, EXISTING; EXISTING SLAB 0 PRESERVATIVE-TREATED O LAUNDRY FURNACE BARRIER MAY BE E.P. � EXISTING CELLAR o REQUIRED u EXISTING SLAB • o o FOR HOLDOWNS, PER ASTM TEST STANDARDS, z W.C, c�4OW z (EXISTING, NO WORK) EXISTING FOUNDATION ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT v�i \/ QO INSTALL NEW 5/8" ANCHOR BOLTS • o o • PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, o �`� AT 32" O.C. EMBED "I" MIN, o • o ° o WITH CONSIDERATION GIVEN TO POSSIBLE m F. O j EXISTING AND EPDXY IN PLACE WITH ' o FUTURE WOOD SHRINKAGE. CARE SHOULD W H.W.H. CLG HGT ■ l'O Lu SIMPSON EPDXY BE TAKEN TO NOT OVER-TORQUE THE NUT, IMPACT WRENCHES SHOULD NOT BE USED. a: BATH VERTICAL HDU INSTALLATION W ° ALIZ4TI0 o J EXISTING BAT ------- - -------------------------------- - ------ m HDU DETAILS MANUFACTURED BY SIMPSON ' ------------------ STRONG-TIE COMPANY, INC. NOT TO SCALE ---------------------- A A LIGHT AND VENT: t ` AREA OF HABITABLE SPACE ■ 681 SQ, FT. U O � O � MIN NATURAL VENTILATION REQUIRED (4%) = 71.48 SQ. FT. (� • •NATURAL VENTILATION PROVIDED ■ 11.4 SQ. FT,EXIST. LIVING ,���,� _ �30 SQL � MIN NATURAL LIGHT REQUIRED (89) = 54.96 80, FT. x NATURAL LIGHT PROVIDED ■ 11.4 SQ. FT. U SMOKE DETECTOR PER SECTION R303.1, MECHANICAL VENTILATION WILL BE (1 INTERCONNECT PER GORE INSTALLED TO SATISFY THEJl J VENTILATION REQUIREMENT l/- c�1 CARBON MONOXIDE DETECTOR WITHIN THE PROPOSED RECREATION SPACE O OU ONE PER FLOOR l.0 -PER SECTION 303.1, EXCEPTION IS TAKEN AND ARTIFICIAL r - - - - - - - - - - - - - - E�•UrG - - - - - - - - _ — LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE ui N i- ILLUMINATION OF 6 FOOTGANDLES OVER THE AREA OF THE C7 Co lU ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR 1 riw, v: m XOO � • I � EXISt. KITCHEN 1 O 9 a � 8'0" LG. HGT• 1 • LL c I (NOI WORK) 1 }— Z 0 u- r - - - - - - X _ ` w 4„ VTR EXISTING R.R. , EXISTING R.R. � N 1 EXISTING EXISTING % --; "w I ' l EXISTING ( EXISTING �..� EXISTING / I NEW 2x4 WALL KITCHEN LAUNDRY ___ 3-, BATH 1 0 X I 0 U- --------- -''- ;-- -; I o X� U ,/ X 1 r - - - - - - - - - - - - - - - - - - - - - - , - L,4V r 1 lU I l7 w 1 W.C. TUB/ EXIST. ' I 1 SECITONP3103: VENT TERMINALS SINK , , i I ' • ' A- I EXISTING _ MATCH EXISTING—► SHOWER I EXIST. CLO, ; I t0 I I P3103.1 VENT PIPES TERMINATING OUTDOORS. \ / X OVERHANG;SOFFIT I CAR ARAGE I - D.W. w BEDROOM EXIST. w 1 I € VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE I ( AREA AND TRIM EXISTI G SLAB 1 5/8" F.C• GIbB ON WALLS OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN FIRST FLOOR 11 F.D. I I ' ' I : 8'o CLG. HGr. BEDROOM � � ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS ' X (NO WORK) . I AND GEILINS PER CODE 8 O CLG. HGT. -_-- P3103.1.1THROUGHP3103.IA. 2 2 2n i 2 2n N EXIST. L - - - - - - - - - - - � I L•�,; '•;:z ,. .� �j C7 1 (NO WORK) CLOP3103.1.1 ROOF EXTENSION. � � REF. �,,,a. ,, q•, OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET „ 3 1 NEW CN24 NEW 3068 NEW CN24 NEW 3068 THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE 3 1 3/4 HOUR RA ED-- -- ?G H N R IL E CODE 1 1...., NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 NM ___________ ________;----- w �----(2) 1 3 4 xS 1/2 L HDR ► SELF CLOSING DOOR ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. �___ i i ' � • I •-- FAT I E IS IN = ()% EXISTING AIR BRAKE, VENT 3� ' , _ 0' P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. ' ' I O N o U , 4 STANDPIPE PER _ ,.,.. to WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE �� �� , BATH ' G.O TO AN EXISTING 1 `n 06 U x O, IRC 2'106.1.2 (18 -42 ) LAUNDRY , , + x= MUD ROOM N OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, , EXIST. OPEN VENT PIPES SHALL TEP3IINATE NOT LESS THAN 7 FEET(2134 MM) „� SANITARY SYSTEM 1 TUB/ 33@ EXISTING SLAB O � JEFFREY T, BUTLER P,E, ABOVE THE ROOF. 2 , ' 4 ' HOOK UP 1 OWER BATH o 1'6" - — - — - — - ltt • fi ' LAV ' (NO WORK) N 2,6" z • I P3103.1.3ROOFEXTENSIONCOVERED. W.G. 1 _ — — _ __ _ — _ _ — _ — _ — _ — _ _ _ - - - _ EXISTING RIDGE - - - - - - - - - _ - NEW2x10RIDGE — �_ - - - - - UII x I WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND , , , SHOWS 1 — - — - — - — - - U - l'1 � Q I O IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR , GHEGK w ( (Y cA /' Q � I � m COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT HErVALV W �a V O pi U so cx cA OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE BASEMENT 1 oifo ca x (7 I x 1 O OR A DECORATIVE SHROUD),I HE VENT PIPE SHALL TERMINATE NOT LESS I W.C. cA- 13 ��j O cv W 1 0 N o THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS 2" 2" 3 2'6" `' `9 X 0. I `~ N IICUMULATION AND WIND ON THE FUNCTION OF BE DESIGNED TO PREVENT THE ADVERSE EFFECT'S WENT W STNHOE AC EJECTION PUMP ( EXIST. EXIST. • z 1 z a O PLACEMENT OF A PANEL OVER,A VENT PIPE AND THE DESIGN OF A ROOF ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA 3„ O I CLO, LIVING ROOM EXIST. +—(2) 1 3/4"x9 " LYL HDR I 1 Q } (P O O FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA 1 0 8 O CLG. HGT. F.P. r 1 Gil Q OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. `4 1 (NO WORK) NEW CN 1 NEW 3068 NEW CN24 r SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT PLUM51NG RISER DIAGRAM CNTS) 5C �' 1 W (� z p m p ar p PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT w 1 (K _ _ _ _ _ _ _ _ _ � I I � a m PIPE OPENING. 1 z EXIST, Ll i -NEW 2x8 C.J. A 16" O.C.�. I w l u U ° I P3103.1.4 SIDEWALL VENT TERMINAL. 1 N BEDROOM 1 1 I 1 > •• VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE 1 8'0' CLCs. HGT, IST, I I I Z NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET I (NO WORK 1 ) CLO•`o (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. TABLE P3201.7 NEW 2x8 R.R. NEW 2x8 R.R. 1 Q 111 1— cv I m 16" O.G. I °+ 16" O.G. 1 W Q �n VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A I I `' STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT SIZE OF TRAPS FOR PLUMBING�S 1 (FRAME FIRST) , (FRAME FIRST) 1 (I) O O TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS TRAP SIZE 1 EXISTING -------------------- ----- I I I O PLUMBING FIXTURE AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING (INCHES) 1 1 i I U O LL AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. I I to tl BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 I � ' ' 1 O AND/OR WHIRLPOOL ATTACHMENTS I EXIST. STOOP I 1 !____ !2) 13/4 x9 1 2 LYL HDR 1 N O P3103.2 FROST CLOSURE. WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS BIDET 1 1/4 1 EXISTING 1 L - -__-_ = - - - - -8 - - - - - = 1 0°F(-18"C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL EXISTING '0 } E BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE CLOTHES WASHER STANDPIPE 2 L - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - ' IL SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 TOOT(304.8 MM)INSIDE SEE PORTAL FRAME DETA z THE TIE RMAL ENVELOPE OF THE BUILDING. DISHWASHER(ON SEPARATE TRAP) 1 1/2 w n FLOOR DRAIN 2 P3103.3 FLASHINGS AND SEALING. O a ID THE JUNCTU OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE RE U WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS KITCHEN SINK(ONE OR TWO TRAPS,WITH OR FIRST FLOOR PLAN WALL LEGEND AND SOFFITS SHALL BE MADE'WEATHER TIGHT BY CAULKING. WITHOUT DISWASHER AND FOOD WASTE DISPOSER) 1 1/2 P3103.4 PROHIBITED USE. LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 EXIST. LIVING AREo = 1,165 SQ,FT, A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A /� VENT TERMINAL. LAVATORY 1 1/4 EXIST. G ,4R,4GE AREA = 302 SQ,FT, EXISTING 2x4 WALL P3103.5 LOCATION OF VENT TERMINAL. SHOWER(BASE)ON THE TOTAL FLOW RATE SMOKE DETECTOR PAGE : AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE THROUGH SHOWERITEADS AND BODY SPRAYS) EXISTING FIRE DAMAGED 2x4 WALL LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, FLOW RATE: INTERCONNECT PER CODE TO BE REPLACED OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING 5.7 GPM AND LESS 1 1/2 OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL MORE THAN 5.7 GPM UP TO 12.3 GPM 2 PONE MONOXIDE DETECTOR O BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS MORE THAN 12.3 GPM UP TO 25.8 GPM a ONE PER FLOOR EXISTING FOUNDATION WALL 2 f 4 IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. MORE THAN 25.8 GPM UP TO 55.6 GPM 4 FOR SI:I INCH=25.4 mm,1 FOOT=304.8 mm. � I I - I . � .. ... 111111111111111111 xd WIND-BORNE DEBRIS PROTECTION FOA-WOOD STRUCTURAL PANEL DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE 1',TCOMFILETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). I. FOR WALL OPENING PROTECTION OF1MMPH 3-SECOND WIND GUSTS( MAXIMUM MEAN RO WIND SUBJECT'TO DAMAGE FROM O HEIGHT. 35) . , WINTER AIR ANNUAL TCE BARRIER. USE/ . . GROUND SPEED EXPOSURE TOPOGRAPHIC SPECIAL WIND-BORNE RRISMIC FROST DESIGN FREEZING MrAN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY MEAN SPEC I` TYPE OF '- # SNOW (MPH) CATAGORY EFFECTS WIND DEBRIS ZONE DESIGN LINE TEMP. INDEX TEMP REQUIRED SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION I SHUTTER ASSEMBLY 11 " . . .. LOAD REGION CATAGORYIwEATHERING DEPTH TERMITE DECAY I I HA7ARDS LOAD LOAD I �, �'* .. MODERATE SLIGHT FROM 1998 1��-1PERIMITER EDGE ZONE=37,2 pFsf ,ET GE ZONE=29.1 Psf - - 1,165 N.T.S. ; � TO I I 1 599 YES P's f I �, 20 Psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE . BASEMFN7=730 SQTT. FOR PANEL SPANS* . 1� .,� . I I I I I I I I I I FIRM MAPS 20 P'f I INTERIOR ZONE 29,6 psf IN�JTRIOR ZONE=24,6 psf SFD .3 PE V 0<4'0 WIDE SPAN *4, 1�" - I 7 ': IF FIRST FLOOR=1,1 65 SQ.IT I ..... I 1�. �, . ALL NON-ENTGTNEFRED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 11301.2.2.2WEIGHTS OF MATFRIAIS. 2020 NYS UNIFORM CODE: TABLE R301.7 SECTION R312:GUARDS AND WINDOW FALL PROTECTION 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I �, .1 0 1 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, THESE.PLANS HAVE BEEN DRAWN IN ACCORDANCE ALLOWABLE DEFLECTION R312.1 GUARDS. (OVERLAP AROUND OPENINGS 4") 1'. I THESE PLANS AND/OR.SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 AVERAGE DEAD LOADS SHALL NOT FXCEFD 15 POUNDS PER SQUARE FOOT WITH 2020 RESIDENTIAL BUILDING CODE OF STRUCTUAL MFM, BFRS(b,c) GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R-112.1.1 __ 01 ENERGY CONSERVATION CONSTRUCTION CODE.SEC71ON NJ 107 APPLIES (720 PA)FORTHE COMBINED ROOF AND CEILING ASSEMBLIES(ON A PUBLISHED BY NEW YORK STATE. THROUGH R312.1.4 ASSEMBLY: I I WINDOW PERFORMANCE DATA: HORIZONTAL PROJECTION7)OR I 0 POUNDS PER SQUARE FOOT(480 PA)FOR STRUCTUAL MEMBER ATJ,OWABI_F R312.1.1 WHERE REQUIRED- I STRUCTURAL PANEL: FASTEN TO BUILDING w/ I . FLOOR ASSEMBLIES,EXCEPT AS FURTHER Ll=--D BY SECTION R301.2.2. TO THE BEST OF OUR KNOWLEDGE,THESE PLANS DEFLECTION GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING ATTACHING STRUC I I V" ' DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: COMPLY WITH THE TOWN OF SOUTHOLD AND RAFrERS HAVING SLOPES CyREA'I`ER THAN 1:1 2 SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED - #1 OxY (wl WASHERS)GALVINIZED OR STAINLESS STEEL I CONSTRUCTION CODT-S. *TfTI NOFINISHED CEILINGATTACREDTORAFrERS L/I 90 MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR WOOD SCREW @ 16'O.C. . I I ALL WINDOWS BY M.I.DOUBLE HUNG 1.FfF]7EEN1POUN1)S PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME - - GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO I, 1*1 I U=30,SHGC=.3 1,DP 30,LOW E GLASS WOOD WALTS, INTERIOR WALLS AND PARTICIANIS 11/180 THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED ALTERNATIVE FAsTNER FOR SHUTTER TO BUILDING: 11 �, 10�1. I , ,- SEE DETAIL SHEET FOR FLOORS Ln60 . AS A GUARD, #10 TEE NUTS ATTACHED TO BLDG.w/#10xl-112 (WIWASHEFS) * �, I I 0 HIGH WIND CONNECTION 2.FOURTEEN POINDS PER SQUARE FOOT(670 PA)FOR FXT1-'.RIOR I.,IGHT- R-312-12 HEIGHT. I.I REQUIREMENTS FRAME COLD-FORMED STEM,WALLS. (J.-ILINGS WITH BRITFLE FINISHES U360 REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, � ' MACHINE BOLT @ -12-O.C. . 0,)�'. (INCLUDING PLASTER AND STUCCO') - PORCHES,13ALCONILS OR LANDINGS,SHALL BE NOT LESS THAN 36 INCITES 11 11 1 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR.INTERIOR LIGI4T-FRATvTF CrTLTNGS WITH FLEMBLE FINISHES I_QA (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT . 14 SCOPE OF WORK: WOOD WALLS, (INCLUDING GYPSUM BOARD) WALKING SURFACE OR THE LINE CONNECTING TI 1E NOSINGS. I ... 1.1-1 *I REPAIR OF FTRF DAMAGE TO ATTACHED I CAR ALL OTHER STRUCTURAL MEMBERS L/240 EXCEPT IONS: 1.GUARDS ON THE,OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT . I I � GARAGE AND MUD ROOM AS NOTED. 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LIGHT-FRAME ENTERIORWALLSAVIND LOADS (a)1,NTrH LESS THAN 34 INCHES(SM MM)MEASURED VERTICALLY FROM A LINE I I . IT HAS BEEN DETERMINED(SECTION 405.2.3)TIIAT COLD-FORMED STEEL WALLS, PLASTERORSIUCCOFINISITES L/360 CONNECTING TIIE NOSINGS, - 11". I I,,. t STRUCTURAL DAMAGE IS LESS THAN 50%. FXrf-',RTOR WALLS WIND LOADS(a)Wri'll OTHER 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN , LTIFLE SECTION ASSEM5LY- LEGALIZATION OF EXISTING BASEMENT WITH 5.EIGHTY POUNDS PER SQUARE FOCI(3830 PA)FOR 8-INCH-THICK(203 MM) BRITI'LEFINISHES U240 SIDES OF STAIRS,THE TOP OF THE GUARD SHAIJ,BE NOT LESS THAN 34 . I Ill IV, EGRESS WINDOW AS NOTED. MASONRY WALLS. EXRIOR WALLS WIND LOADS(a)WITI I TNCIIES(964 MM)AND NOT MORE 11[AN 38 INCHES(965 MM)AS MEASURED . 11 II 1/48 THICK BOLTS * 2' Or- FLEXIBLE FINISHES L/11Xd) VERTICALLY FROM A LINE CONNECTING THE NOSINGS. : 1� 1� I I ,. 11 , I . .. THE WORK IS DEEMED TO BE A REPAIR 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK LINTELS S I IPPORTING MASONRY L/600 R312.13 OPENING LIMITATIONS. z I I � J,-, PER CHAPTER 4 OF 2020 F13C OF NY'STATE (I 52 MM)CONCRETE WALLS, I VENEER WALLS(c) () .. , 11' `11 Rrx)u1RFD GUARDS SHALL NOT I 1AVF OPENINGS FROM THE WALKING 14) ' ' 11 NOTE L=SPAN LFMAN,H-SPAN Ht-.]C'tH'f . SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A. I I I I I S �u I TABLE R301.5 7.TEN POUNDS PER SQUARE FOOT(490 PA)FOR SIP WALT.S. I " - - TCHF'(102MM)INDIAMFTE,R. 11 I . a.FOR THE PUTIX)SED OFDFTFRMINING DEFLECTION LIMITS HEREIN, . PTIERI-41N. _S v t 11 . , I's, I 11 '. MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) THE'WqND LOAD SHALL HE PFRMI'TTED TO BE TAKEN AS 0.7 TIMES THE 11 EXCEPTIONS: I I I I EXCEPTIONS: COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R101 2(2). 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE 41, 14" 4 i, rl, USE LIVE LOAD 1),FOR CAN'TRYVERWA IRERS,1,SHALL BE'TAKEN AS TWI(T'DIF',LENGTH _� RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE " I I I I I I OF I IIE CANTILOVER, OF A SPI IERE 6 INCHES(I 53 MINI)IN DrANI TER. I I I I I I I I 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING25 POUNDS PER c.FOR ALUMINUM STRUCrURAL MEMBERS OR PANELS 0SED 2.GUARDS ON THE OPEN SIDE Or STAIRS SHALL NOT HAVE OPENINGS THAT 1'�.. I I " L INIINHABITABLE ATTICS WITHOUT STORAGE 10 SQUARE FOOT(I 190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL ALLOW PASSAGE OF A SPHERE 4 319 INCHES(I I I MM)IN DIArVIETER. I)-,' I a� 11, 1.1- UNINHABITABLE A'171CS)N"ITH LTMITFD STORAGE 20 BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE ; SHUTTER ASSEMBLY� I I I I I HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WTFH TABLE R602.10.3(4). . R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS, � 1`�LT,S, I I 11 BALCONIES(EXTERIOR)AND DECKS 40 PLASITC COMPOSITE EXTERIOR GUARDS SHALL CONIPLY WITH THE FOR PANEL ePANS- I I I . I I FIRE ESCAPES 40 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL 13E REQUIREMENTS OF S ECIION R317A. 4' OR WIDER ePAN I 0,:,* 14" Ij_- GUARDS AND HANDRAILS 200 PERMITTED IN ACCORDANCE WITH THE PRO'VISIONS OF SECTIONS R702A R3]2.2'VvTqDOW FALL PROTECTION. � 23/32" APA SPAN-RATTED 4e/24 SHEATHING GRADE PLYWOOD r I I I I I GUARD IN-FILL COMPONENTS 50 AND R703. WINDOW FAII.PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH (OVERLAP AROUND OPENINGS 4") (1 1 1 PASSENGER VEHICLE GARAGES 50 SECTIONS R312.2.1 AND R312.2.2. 9 I I I I , ROOMS OTTIER THAN SLEEPING ROOMS 40 3.FIREPLACES AND C14ININEYS SHALL 13E PF,RM=,D IN ACCORDANCE WITH 0 IN 2x4 STRONG-BACKS 0 24" Or- J-1 111, SLEEPING ROOMS 30 C-1 IA PTER 10, R312.2.1 WINDOW,SILLS. �i , I I I STAIRS 40 1 1 1 IN DWELLING UNITS,WHERE TI-IE TOP OF THE SELL OF AN OPERABLE WINDOW 6) uj I I I I OPENING ISLOCATED LFS1;T`HAN 24 INCHES(610 MM)ABOVE THE FINISHED 2 A55SMEBLY; FLOOR AND GREATER THAN 72 INCHES(I 829 MINT)ABOVE THE FINISHED GRADE ? 1). PREA56EMeLE PLYWOOD To 2x4'6-. 0 IOx3" (wl WASHERS) GALVINIZED OR OR OTHER SURFACE BELOW ON THE EXTERIOR OF TITIE BUILDING,THE Lu I STAINLESS STEEL WOOD SCREW 0 12" O.C. I OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOIA,OWING: 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIANIETER. L (102 MM)SPHERE TO PASS THROUGI I WHERE THE OPENINGS ARE,IN THLIR 410x3" (wl WASHERS) GALVINIZED OR STAINLESS STEM LARGEST OPENED POSITION. . I " 'WOOD SCREW 10 16" O.C. 2,OPERABLE WINDOWS ARE PROVIDED WIT14 WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090, ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL - , 010 TEE NUTS ATTACHED TO BLDG. w/ 010xl-1/2 ( W1 WASHERS) DEVICES THAT COMPLY WITH SECTION R312.2,2. ,MACHINE BOLT 0 12" O.C. R312.2.2 WINDOW OPENING CONTROL DEVICES. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. I THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION To RELEASE .. THE CONTROL DEA71CF.ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN I 1, THE AREA REQUIRED BY SECTION R310.2.1. % � . 0 ­4­ . do EXISTING `� . ; I rl__�_!­­ 11 % ........�-.......... CHIMNEY ___ - . .:....... . .,. 0- 1­1�. 1_'T"17�7-i AREA OF PRIMARY � _.. .......:::..i........... ...... .. -­... ..I.........d..;�­­.........I.........111.1........... .­ . 1-1:...........­­... I.I I ­� .11....­­­­- .... ­­­ ,�...�...i.................. .� x . .1 ..........................................�........­­�­.................................�................�........ ­­.............. ... ..........-I... .­I.-i-i- .1.I .....1­_­­­­­­­......­11 , *" : STRUCTURAL DAMAGE t . ........................_.....___................................................11..........._:................................................................................................................_d_...........I—,................................................. ... .­................. ......... ...!�.................. ..................................... . ....... -............. ...........I.,-........ . . 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REAR SIDE ELEVATION I ELECTRICAL . , I INSPEECTION REOUIREn I C-61-0),f 4 - - ,I I, ,- ,,,- ,I I- � W�L .4-- - - - 1_�_ - ;�T I I - - -I I I -.,, 11 I I rL I 7 r �-------_ ____- � I I I A I I I I . 3 I'll WELLCRAFT EGRESS • STUD/POST (3) WINDOW WELL WITH INTRGRAL LADDER AND COVER EXISTING CRAWL SPACE EXISTING SLAB PILOT HOLES FOR • MANUFACTURING ° INSTALL NEW THE DOWNS AT EACH CORNER PURPOSES CW14 SIMPSON HDU 5 (TYPICAL) - SEE: DETAIL (EGRESS WINDOW WITH 5/8" ANCHOR BOLTS WITH 1" MIN. EMBEDMENT - - - EPDXY IN PLACE WITH 8IMP50N EPDXY 0 FLOOR I-IDU JOIST -- -' 10" THREADED ROD C7 PROPOSED PLAY ROOM W (1'0" GLG. HGT.) u- a ° m X lu 15 N U * z " D # u> IT1G IR _ _ TYPICAL I-IT:U TIE BETWEEN ELQORv • - - - - - - - - - - - - - - - - - - - - - - - VERIFY S/8" F.c. GWB - - - - - - EXISTING "# WIN W ON CEILING AND WALLS UNEXCAVATED EXISTING PER CODE EXISTING SLAB EXISTING COLUMN, TYP, UNEXGAVATED EXIST, EXISTING EXISTING SLAB 6 PRESERVATIVE-TREATED LAUNDRY FURNACE BARRIERE.P. EXISTING CELLAR p a REQUIRED MAY BE D u EXISTING SLAB ° p FOR HOLDOWNS, PER ASTM TEST STANDARDS, z W.C, Z (EXISTING, NO WORK) EXISTING FOUNDATION ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT a INSTALL NEW 5/8" ANCHOR BOLTS • a PLUS I/3 TO 1/2 TURN WITH A HAND WRENCH, H 7 `� �co AT 32" O.C. EMBED '1" MIN, a° a ° a u a° WITH CONSIDERATION GIVEN TO P05518LE EXISTING AND EPDXY IN PLACE WITH o ° FUTURE WOOD SHRINKAGE. CARE S-NOULD W �������!!! H,W,H' SIMPSON EPDXY BE TAKEN TO NOT OVER-TORQUE THE: NUT. pAt vERTiCAL HL"7U INSTALLATION IMPACT WRENCHES SHOULD NOT BE USED, o y EAATIO o EXISTING BAT HDU DETAiL6 41'° MANUFACTURED 8'T' 6iMP84N STRONG-TIE COMPANY, INC. . , ' NOT t0 SCALE .-----------------------. A A LIGi4T AND VENT: rr `` Cu �1 AREA OF HABITABLE SPACE = 661 $0, FT, V FOUNDATION FLAN MIN NATURAL VENTILATION REQUIRED (4%) = 21.4$ SQ. FT. a Ve *NATURAL VENTILATION PROVIDED ■ 11,4 60. FT, 0_ EXIST. LIVING AREA = �3C� 5G2.FT MIN NATURAL LIGHT REQUIRED (8q) = 54,96 50, FT, x -NATURAL LIGHT PROVIDED = 11.4 50. FT. i3A5EMENT ENERGY COMPLIANCE: % LL -PER SECTION R303.1, MECHANICAL VENTILATION WILL BE SMOKE DETECTOR ENERGY COMPLIANCE USING TABLE Ni102.1, SIMPLIFIED Jia 4 INTERCONNECT PER CODE INSTALLED TO SATISFY THE VENTILATION REQUIREMENT PRESGRiPTIVE BUILDING ENVELOPE THERMAL mp CARBON MONOXIDE DETECTOR r COMPONENT CRITERIA, WITHIN THE PROPOSED RECREATION SPACE (�l tz Q (j FOR THIS CLIMATE ZONE AND DEGREE DAYS EXISTING STEP r- , ONE PER FLOOR C5,5U0-5,959)THE REQUIRED EASEMENT WALL r _ _ _ _ _ .LYIS'[lhCc _ _ _ - - - - O r Po Ul ONE -PER SECTION 303.1, EXCEPTION IS TAKEN AND ARTIFICIAL LIGHT 15 PROVIDED CAPABLE OF PRODUCING AN AVERAGE INSULATION R VALUE 15 R-10 MIN. t- ILLUMINATION OF 6 FOOTGANDLES OVER THE AREA OF THE THE PROPOSED R VALUE FOR THE BASEMENT WALLS I --r-- I ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR 15 R-i5 (COMPONENT PASSES) rN cq Ul EXIST. KITCHEN r d D 1 $o" LG. HGT, r a L ( c (NC(I WORK) I � SINK ( � � to •-] 4 VTR r - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' EXISTING R.R. , -EXISTING R.R. I EXISTING; EXISTING EXISTING EXISTINGUL KITCHEN - 3„ BATH ( z fISTING I NEW 2x4 WALL LAUNDRY � � (, - c / ?° rr - - - - - - - - - - - - - - - - - - - - i LAV Iu _ SECITONP3103: VENT IT 1 MINALS SINK ; TUB/ 1 EXIST, , ,h ( I EXISTING I EN MATCH EXISTING---r , NEER SHOWER I EXIST, GLO, ; \ I i OVERHANG, SOFFIT I i CAR ARAGE i P1103.1 VENT PIPES TERMINATING OUTDOORS. w r ! OF %T_NT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TOTHE D.W. W , r SEDR©OM EXIST. , AREA AND TRIM I EXISTING SLAB I .`Ci FIRST FLOOR F,D. OUTIXx3RS T'HR(:)UGH I'HE R(X)FORA SIDEWALL OF THE BUILDING IN r 8'O" CI-G, HGT. BI.DROOM I i 5/e" F.C. cube ON WALLS T. j 'p ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS " 311 Z (NO WORK) �� `• i I AND COLIN PER CODE � P3103.1.1 THROUGH P3103.1.a. 2 2" , 2, 2" ( EXIST, $O GLG. HGT. `�--`-- ---- - -- - - - - _ - _ - i (� 2 (NO WORK) - * -�+ ���3 X CLO, REF, P3103.1.1 ROOF EXTENSION. , 3" I ii! _ OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET 3„ ' v <t NEW CN24 NEW 3()(i4 NEW CI4'24 NEW 3O6$ ( n t{ Q- THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1 3 SHALL TERMINATE I LD" _------_--. SC H R IL E G D 314 HOUR RA N(YI'LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM} _3___._---i--_'- tt I +t (2) ( 3 4'x9 1/2 L HDR--#- S r N Zr, �? --------- ELF CLOSiN DOOR i ABOVE THE ANnCIPATED SNOW.ACCUMULATION.WHICHEVER IS GREATER. ;' - I ; tK t�Q p73 4 c33 AIR BRAKE, VAT 3" ' -- FAI I f5 IN z 4 U A I A P3103.1.2 ROOF USED FOR RECREATIONAL PUKPOSES. t STANDPIPE PER ; ; i ; I " `- —'" 2'6" O N EXISTING /� t I oFESS\�` WHERE A ROOF IS TO BE:USED FOR ASSEMBLY,AS A PROMENADE, " " , BATH G.O. TO AN EXISTING EXIST. M d MUD Rf30M U x (RG 2106.1.2 (18 -42 ) , LAUNDRY , , ( x - c4 T OBSERVATION DECK OR.SUNBATHING DECK.OR FOR SL�SILAR PURPOSES, , , ; SANITARY SYSTEM TUB! °1 _� d �1 J OPEN VENT PIPES SHALI.TERMINATE NOT LESS THAN 7 FEET(2134 MM) ,, i 4,� I BATH - EXISTING SLAE5 - L Q� I JEFFREY T. SUTLER, P.E. ABOVE THE ROOF. 2 , , i HOOK UP r 1-TOWER N 1'6" -— - — -—- � � S , provit LAY � (NO WORK) N �. n � @ t P3103.1.3 ROOF EXTENSION COVERED. ; ; W.C. F- I _ — _ — _ — _ - — - 6 - — - — - — - — - — - E:XI5TING RIDGE — - — - — - — - - — - NEW 2AO RIDGE ��� WHERE AN OPEN VENT PiPE TERMINATES ABOVE A SLOPED ROOF AND SHOWER O IS COVERED BY EITHER A ROOF-MOUNTED PANE,(SUCH AS A SOLAR , GI I�}� W i (k 17 K I ►' COLLECTOR OR PHOT017OLTAiC PANEL MOUNTED OVER THE VENT VALVE W tLAV D; �j �r co -/f " OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE BASEMENT I c o co (ry'� OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS I W.C. X1= � V{t'� I �•y THAN 2 INCHES(51 MM)ABOVE THE RUOF SURFACE.SUCH ROOF ELEMENTS 2" 2" 3 2'6" `' 0 � 0, "x' a ,2 �•J 11 ni`. SI[All,BE DESIGNED TO PREVENT THE ADVERSE EFFi CTS OF SNOW EJECTION 'Y� ~ Cy © d d ACCUMULATION AND WIND ON THE FUPiCTION OF THE VENT.THE PUMP I � EXIST. EXIST. ( �_ PLACEMENT OF A P�4NEi'OVER A VENT PIPE AND THE DESIGN OF A ROOF I \ . LU ELEMENT COV'F..RTNG TIIE VENT PIPE,SHALL PROVIDE FOR AN OPEN AREA 3 C CLO, LIVING ROOM EXIST, (2) i 3/4'xS LVL HDR--�---► �,/ V ( 'Q > (� O FOR THE,VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE,AREA � I c $O CLG_ HGT. F.P. i (� (Yl OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. (NO WORK) NEW CN14 NEW 3068 NEW CN24 � � � E SUCH VENT TERMINAi S SHALL BE PROTECTED BY A METHOD THAT IMLUM5I NCB RISER DIAGRAM CNTS) � , � --- - ' � d z o I z PREVFfVTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT iK - - - - - _ - - - - - Q PIPE OPENING. _ � I a I z EXIST. i NEW 2x$ G.J. +� 16" O.C, I LLIcud u P3103.1.4 SIDEWALL VENT TERMINAL. VENT TERMINALS EXTE'NDTNG THROUGH THE WALL SHALL TERMINATE r u) BEDROOM i i � t UL � � X 8'O" GLG. HGT, I=XIST. I I I jj„ () NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN I 1U e 10 FEET(3048 MM)ABOVE THE HTGHEST GRADE ELEVATION WITHIN 10 FEET r (NO WORK) GLO.N I I I U! � (3418 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. TABLE P320 I.7 NEW 2` .R.R. NEW 2x$ R.R. G`.I `v • 16" O.G, • 16" O.G, I W Q VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A SIZE OF TRAPS FOR PLUMBING FIXTURES I I I O STRUCTURE WHERE 1Ti1?OVERH VNG INCLUDE, SOFFIT VENTS.SUCH VENT ( (FRAME FIRST) , (FRAME FIRST) I EXISTING --------------------------- t t >� TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS TRAP S1713 I ( � t PLtIMBINfi FIX I LIRE m AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING MIN.(INCHES) U- i i i ( � AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VTE'VT'PIPE. BATHTUB(WITH OR WITHOUT SHOWER HEAD � ' ( � � IL P3103 2 FROST CLOSURE. ANll/OK WHIRLPOOL AT�'ACEIMEN CS 1 li_ I EXIST, STOOPI V__ - (2) 1 3/4 x9 1 2 LVL NPR--� WHERE THE 97.5-PERCENT'VALUE FOR OUTSIDE DESIGN TEMPERATURE IS BIDET 1 1/4 I � } I (rF(-I1S°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL EXISTING I ' - 1--r_ --= - - - - - - -- = I EXISTING r � &'0"' BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE CLOTHES WASHER ST.ANDP7PE 2 _SIZE OF OF THE VENT SHALL,BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - _ - - - -" -' - - - THE THERMAL ENVE:LOPIE OF THE BUILDING. DISHWASHER(ON SEPAR.ATE TRAP) 1 112 SEE PORTAL FRAME DETAIL P3103.3 FLASH[NGS AND SEALING. FLOOR DRAIN 2 U A THE WATERTIGHT OF EACH VENT PIPE WITH IN THE ROOF T NE SHALL BE MADE FIRST FLOOR L O O FLAN L A` , WALL LEGEND WAT ERTIGHT BY AN APPROVED FLASHING,VENT EXTENSIONS IN WALLS KITCHEN SINK(ONE OR TWO TRAPS,WITH OR 1 1!2 'A',a14 AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. WITHOUT DISWASHER AND FOOD WASTE DISPOSER) P3103.4 PROHIBITED USE. LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 EXIST. LIVING AREA = i'1?j5 50,F i-1- . A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE t)'IMI THAN A VE.NTTERMINAL LAVATORY i1/4 EXIST. GARAGE AREA = 302 50,FT. EXISTING 2x4 WALL P3103S[A)CATION OF VENF TERMINAI_ SHOWER(BASED ON THE TOTAL FLOW RATE ice• AN OPEN VENT TERMINAL FROM A DRAINAGE.SYSTEM SHAIJ,NOT BF, THROUGH SHOWERHEADS AND BODY SPRAYS) SMOKE DETECTOR 7 LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, FLOW RKI' : INTERCONNECT PER CODE TO BEIRRE;PLAC DAMAGED D 2x4 WALL OPENABLE WINDOW OR OTHER AIR INTAKE OPENING OF THE BUILDING 5.7 GPM AND LESS 11/2 OR OF AN AD1ACEINIT BUILDING,NOR SHAIA..ANY SUCH VENT TE(MMAL MORE THAN 5.7 GPM UP TO 12.3 GPM 2 CARBON MONOXIDE DETECTOR BE WITMN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS MORE THAN 12.3 GPM UP TO 25.8 GPM 3 � ONE PER FLOOR l EXISTING FOUNDATION WALL IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPE ti 1NG. MORE THAN 25.8 GPM UP TO 55.6 GPM d FOR SI:1 INCI I=25.4 mm.I FOOT=30.1.8 mm. NOTE: AT TU[5/6�40UJER LOCATIONS PROVIDE FULL 14EIC-PT GW5 PRIOR TO INSTALLING TUB ON OUTSIDE WALL AIR SEAL PER DETAIL,THEN INS-ALL TOP PLATES TOPPLATES UNIT. STUD STUD BORED HOLEMAX BORED HOLE MAX CEILING DRYWALL TAPED TO WALL DRYWALL OF STUD DEPTH OF STUD DEPTH RAFTERS AND CEILING DRYWALL CAULKED,GLUED 518"MIN.TO E DGE 518*MIN.TO EDGE JOISTS OR APPROVFI) OR GASKE7EI--> TO TOP PLATE ROOFTRUSS D%ZYWALL CAULKED,GLUED NINE lllllllllllm�5/9"MIN.TO EDGE 05� G,46<ETED TO BOTTOM PLATE NOTCH MUSTNOT EXCEED c; -519"MIN.TOE M TOP PLATE SECOND STORY TOP PLATF:- 40%OF STUD DEPTH NOTCH MUST NOT EXCEED SEE DRILLING AND BOTTOM PLATE CAULKED 255v OF STUD DEPTH NOTCHING PROVISIONS CI GASKIETED TO $UeFLOOR NOTCHES SHALL NOT BE JOIST IS PERMITTED TO LOCATED IN MIDDLE ONE-n-TTRD OF STUD LENGTH BE CUT OR NOTCHED _771 FLOOR JOIST- BETWEEN THESE LIMITS e_WAL1,SlVD- SUeFLOOR GLUED, CALI-IKED OR IF HOLE IS BETWEEN 40%AND 60% SEE DRILLING AND SEE DRILLING AND GASKF-TFD TO RIM J0?8T/RII`T CLOSURE BORED HOLES SHALL NOT BORED ROLES SHALL NOT OF STUD DEPTH,Tffr-,N-STUD MUST BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS 6 BE LOCATED IN THE SAME BE DOUBLE AND NO MORE,THAN WrCM SECTTON, 1.3.L 1,1 WFCMSEM. ON3A.I.I.I RIM "ST/RIM CLOSURE CAUl-KED CROSS SECTION OF Cl_`T OR BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE III SPAN 11.1 SPAIN L7---O;e GAS<E7ED TO TOP PLATE ii5 NOTCH IN STUD CROSS SECTION OF CUT OR DOUBLED AND SO BORED "u NOTCH IN STUD IN' 0 JOIST ENDS TO BE "I.DRYWALL CAULKED,GLUED w BLOCKED AGAINST O'e GASKETED TO TOP PLATE NOTCHING AND BORED HOLE LIMITATIONS 9DANDJOSI' BLOCKING WITH WFCM 33.1.3-END NOTCHING AND BORED HOLE LIMITATIONS TOP PLATE AND BRIDGING RESTRAINT AND FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS OR BI X)CK INC, SEE WFCM SECTION 3.3 3.3.1.4 BRIDGIN DIRYWALL CAULKED, GLUED (WFCM 2015 SBC HIGH WIND EDITION) (WFCM 2015 SBC HiCiH WIND EDITION) BEARING 0;:Z GAS<STED TO BOTTOM PLATE WALL BOTTOM PLATE CAULKED ,/LAf'JOIS'1'3 IMMIN. 011i� GAS<1Z-IEV TO SUaFLOOR 0 BOTTOM PLATE V) OR BLOCKING BUBFLOOR GLUED,CAJ_IKED OR RIM JOIST/RIM CLOSURE CAULKED FXTFRIOR OR DEARTING WALL RIDGE TENSION STRAP E T. CRAWL SPAC SIT OR GAS<E�ED TO TOP PLATE IN EACH END AT FOUINDAITION a —SILL PLATE INSTALLED OVER SILL GASKET EACH ROOF RAPMR 00000 PLATFORM FRAMING INTERMEDIATE NOTE- SPADED CO"l-'20I DESIGNATE AIR BARRIER SYSTEM NOTCH GREATER THAN BEARING WALL 50111f,OF THE PLATI:: ? TYPICAL WALL, FLOOR AND ROOF FRAMING 16 GAGE(0.054")AND 1.5"WIDE RAFTER AIR 6EALING DETAILS NIETAL TIE ACROSS AND 1*0 EACH SIDE OF THE NOTCH RIDGE EAM JOIST HANGER RFQUIRFD AT CATHEDRAL CEILINGS x LS,SU OR EQUAL I TOP PLATES RIDGE PIPE DETAIL tu TOP PLATE FRAMING TO 0 tu vo LL UL NAILS ENGINEER: T. co NEW 2XIO RIDGE NEW 2x5 RAFTERS NEW 1/2" CD>( SHEATHING NAILS NEW fr.-* FELT PESS\0II NEW ASPHALT ROOF SHINGLES JEFFREY T. TLE F.E. NEW CONT RIDGE VENT ROOF VENTLATION 1.300 OF THE INSULATED CA m CEILING AREA UNIFORMLY DISTRIBUTED EAVE PROTECTION TO E><TEND FROM THE EDGE OF THE ROOF, 36" UP THE SLOPE SIMPSON STRONG-TIE BUT NOT LESS THAN 12" BEYOND to LL THE INTERIOR FACE OF THE EXTERIOR WALL -14 HO HURRICANE TIE 5AFFLE AS REQUIRED FOR ROOF VENTILATION —TOP OF CEILING > rr CONTINUOUS AIR VENT BAFFLES 0 FRAMING BAY TYVE< HOUSEWRAP FL 6 OWENS CORNING "RAFT-A-MA-E" - TO BE INSTALLED VINYL SIDING AND CEILING PER CODE 00 NOT COMPRESS INSULATION. w —TOP OF FOUNDATION rr u_ GRADE ON 4" POUROUS FILL —TOP OF FOOTING EAVE DETAIL SECTION A-A Gz E : Alft 3 , - ' ' - 11111 W�jg � - -1 �- . � R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.13 FIRE PROTECTION OF FLOORS. WALL AND CEILING FINISI IES. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO 140 MILE PER HOUR ZONE - NATLING SUMDULE THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES; FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING BE I'lRE-RESISTANCE RATE,D.SHALL BE PROVIDED WITH A Ir.-],NTCH(12.7 MM) WOOD FRAME CONSTRUCTION MANUAL,RIGII WIND EDITION (WFCM)PUBLISHED BY TIIE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, I INISHES SHALL BE IN ACCORDANCE WITH SECMOINS R302.9.1 THROUGH R302.9A. GYPSUM WALLBOARD MEMBRANE,5/9-INCH(16 MM)WOOD STRUCTURAL (TABLE 3.1,WFCM HIGH WIND EDITION) AMERICAN FORESTANDPAPERASSOCLAIION. (2019) LOCAL 70NING AND BUILDING CODES AND ORDINANCES HAVING]URISDICTION AND . PANEL MEMBRANE,OR EQUIVALENT ON THE I TINDERSIDE OF THE FLOOR JOINT DESCRIPTION I NUMBER OF NAILS I NAIL SPACING NON STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUC`TION PRACTICE. IT fE AMERICAN INSTITUTE OF R302.9.1 FLAME SPREAD INDEX. FRAMING MEMBER.PENETRATIONS OR OPEl`J NIGS FOR DUCTS,VENTS, NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. WALL ANT)CEILING FINISHES SHALL HAVE A Fl_&ME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS, ROOF FRAMING FOR THE CLUMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE 11301.20)AND THE REATER THAN 200. . DRAINAGE.PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE TABLE ON COVER SHEET. 2.T]IECONTRACTOR SHALT..VERITT ALL CONDITIONS AT IT IESITIL ANY DISCTEJIANCIE�S _' EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISIMS SHALL NOT PERMITTED. RAFTER TO TOPPLATE(TOE-NAILED) 4-8d PER RAFrER I ALL NON-ENGINEERED LUMBER TO BE DC(XTjL.AS FIR 42 OR BETTER MUS WBE BROUGHT TO THE ATTENTION OFTHE ENjGIN7EFR PRIOR TO COMMENCEMENT APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND EXCETTIONS: WIND LIMITNUIONS-SEC71ON 11301.2.1 OF CONSTRUCTION. THE,CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT HANDRIULS;TO DOORS ANT)WINDOWS OR THEIR FRAMES,OR TO MATERIALS 1.FLOOR ASSEMBLIES L)OCATED DIRECTLY OVER A SPACE PROTECTED BY AN CEILING JOIST TO TOP PI-ATE(TOE-NAILED) 4-8d PER JOIST DESIGN CRITERIA-SECTION R301.2.1.1 (SEETABLE R.301,2.1.2 FOR WIND-BORNE DEBRIS REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, THAT ARE LESS THAN 1/28 INCH(0.91 MM)IN TITTCKNTESS CEMENTED To THE AT JTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904,NFPA PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) SURFACE OF WALLS OR CEILINGS IF THESE MATERIAL';EXTUBTT FLAME SPREAD 13D.OR OTHER APPROVED EQT UVALENT SPRINKLER SYSTEM. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP DEAD LOAD-SECTION R301 A 3.CONTRACTORSHALL GUARANTEE TO THE,OWNER THAT ALL MATERIALS AND INDEX VALUES NOT GREATER THAN THOSE OFPAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT CEILING JOIST LAPS OVER PARTITIONS(FACE-NATILED) 9-ICA EACH LAP LIVE LOAD-SIX-rION R-301.5 EQUIPMENT INCORPORATED IN THE ArORKWILL BE Nr-,NV,,,k,NTD THAT ALL WORK WITI.BE CM 4ENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR THE INSTALI-kTION OF FIJEL-FTRED OR I I SMOKE INDEX R3(2.9 OF GOOD QUALITY,=- -E FROM FAULTS AND DEFECTS FOR APE,RIOD OF ONE YEAR FRONJ ELECTRIC-POWERED HEATING APPLIANCES. COLLARTIETO RAFFER(FACE,NAILED) 6-8d PERTIE FIAME SPREAD INDEX R302,1 0 THE DATE Or THE FINAL CERTTFICATE OF OCCTJPA,NCY. R302.9.2 SMOKE-DEVELOPFD INDEX. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE FIRE BLOCKING R102.11 WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END FIRE BLOCKING MATERIAL R302.1 1.1 4.THE ENGINEERSI[All.NOT BE RESPONSIBLE-,FOR n rE CONSTRUCTION MEANS,METHODS, NOT GREATER THAN 450. 3.1.T14F AGGREGATE AREA OF THE I.JNPROTECTFD PORTIONS DOES NOT FIRE PROTECTIONOF FLOORS R302.1.3 TECHNIQUES,SEQT_TNCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTION'S AND EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY. RIM BOARDTO RAFTER(END-NAILED) I 2-16d I EACHEND LIGHT AND VENTTIATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR RYM93 TESTING. 3.2.FIREBLO(WING IN ACCORDANCE XN=SECTION RNMI 1.1 IS INSTALLED WAIII-FRAN41NG MINIMUM ROOM AREAS-SECTION. R304 THE CONTRACTORS FAILURE To CAR RY OUTTHE.WORK IN ACCOPDANCE WITH THE TESTS SHAIJ.BE MADE IN ACCORDANCE WITIIASTM E84 OR III,714. ALONG THE PERIMFTER OF ME UNPROTECTED PORTION TO SEPARATE TI IE I CEILING HEIGHT.-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINMER SHALL NOT 13E RESPONSIBLE FOR THE ACTS UNPROTECTED PORTION FROM THE RE,MAINDER OF THE FLOOR ASSEMBLY. TOP PLATE TO TOP PLATE(FACE.NArLrD) 2-16d(SEENOTE 1) PER FOOT SANITATIONI-SE(TTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCU�MENTS R302.9.4 ALTERNATIVE TESTMETHOD. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LIMBER OR STRUC-TU'RAL TOILET BATT I AND SHOWER SPACES-SECTON R3077 AND/OR TH E T31 11 LDIN(l AS DFSIGNT`,D WITHOUT THE EXPRESSED WRITTEN CONSENT C)F THE AS AN ALTERNATIVETO HAVING A FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCm BY I O-INCH TOPPLATES KF INTERSECTIONS(FACE-NAILED) 4-16d JOINT'S-EACH SIDE 01-A MG-SECTION R.308 ENGINEER. THAN 200 AND A SMOKE-DEVELOPPI)INDEX OF NOT GRFATFR THAN 450 (50.13MM BY 2.54 MM)NOMINAL,DIMENSION,OR OTHER APPROVFT)FI.OoR GARAGES AND CARPORTS-SEC"TIONT R-309 WHERE TESTED IN AO�ORDANCE WITH ASTM 114 OR UL 721,WALL ANID ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE STUD TO STUD(FACF,NAILED) 2-16d 24"O.C. EMERGENCY ESCA PF AN D RES CI J E 0 PEN`n4 GS-SECTI 0 NT R I I 0 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALLM, AjNT.ALTN CONTINUOUS I CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE EXITS-SECTIONI R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) WITH NFPA 296.MATE RIALS TESTED IN ACCORDANCE WITH NFPA 296 SHALL R302,14 COmBusnBLy.INSULATION ClEARANC7. HEADER TO HEADER(FACY-NAILED) 16d 16"O,C.ALONG EDGES STAIRWAYS-SECTION R31 1 3 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE MEET THE FOLLOWING CRITERIA: COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES I GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESSTHAN.,Q MILLION. THE ENGINEER SHALL BE THE INTERIOR FINISH SHALL COMPLY WITH TEE FOLLOWING' (76 MM')FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER ITEAT- TOP OR BOTTOM PL.',TE TOSTUD(END-NAILED) 2-16d PER 2x4 STUD SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. 1.DURING THE 40 KWEXPOSURE,FLAMES SHKl_I_NOT SPREAD TO THE CEILING. PRODUCING DEVI M, S, FOAM PLASTIC-SECTION R316 2.THE FLAME SHALLNOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLX EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER 3-16d PER 2x6 STUD DWELLlNG UNIT SEPARATION-SEC-11ON RM2 6.PROVIDE COPPERTERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. ON ANY WALL OR CELLING. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH 3THE LISTING 4-16d PER 2x8 STUD PROTEMON AGAINST DECAY-SECTION R3 17 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. REQUIREMENTS SHALL BE SEPARATED IN AMORDANCE WITH TIIE I PROTECTION AGAINST TERMITES-SECTION R3 18 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE wOLMANIZED,OR PRESSURE 4.THE PEAK HEAT RELEASE RATE THROUGHOLT THE TEST SHALL NOT EXCEED CONDITIONS STIPULATED IN TTIE LISTING. BOTTOM PLATE TO FLOOR JOIST,BANDIOIST, 2-16d(SEE NOTE 1,2) PER FOOT SITE ADDRESS-SECTION R312 CRFOSOTI.�,D. 800 KW. RE(.'E.'3SEI)LUMINAIRE,SINSTAI,l�Et L-N'rHEBUILDL-NGI'HERMALENVEiU)I'E ENDJOIST OR BLOCKING,(FACT.-NAIL1.1)) . ACCT'SSIBIL]IFY-SECTION R320 5.THE TOTAL SMOKE RELEASED THROUGHOI 17 THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION N 1 102.4,5 OF THIS CODE, I I - ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH 1,000 M21. FLOOR FRAMING FLOOD RESISTANT CONSTRUC-TI(W-SECTIDN R-322 BEDROOM,ON ALL FLOORSAND SHALL BE ALL TNT ERCONNEC-TED PER CODE. 4i z I SECTION R310:EMERGENCY ESCAPE AN'D RESCUL OPENINGS Q R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. JOIST TO STT.L,TOP PLATE OR GIRDER(ME-NAILED) 4-Rd PER JOIST FOUNDATIONS: 9.ALL BATHROOMS WITHOUT OPERABLEIVNT�;DONVS TO BE MECHANICALLY VENTILATED 0 FLAME SPREAD AND SMOKE-DEVELOPED M. EX FOR INSULATION SHALL BE IN RI Ill.I EMERGFNCY ESCAPE AND RESCI JE OPENING REQUIRED. EXISTING(NO WORK) AS PER NEW YORK STATE CODE. BASEMENTS.HABITABLEATTICS AND EVERY SLEEPING ROOM SHALL HAVE BRIDGING TO JOIST(TOE-NATLED) 2-8d EACH END � ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. NOTLESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. FLOORS: 10.I[EATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUI'DOOR DESIGNED W_ R302.10.1 INSULATION WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END EXISTING(SEE PLANS) AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND� I I I I I EMERGENCY ESCAPE AND RESCITE OPENING SHALL BE REQUIRED IN EACH INSULATING MATERI)aS INSTALLED WITHIN FLOOR-CEELING ASSEMBLIES, SLEEPING ROOM.EMERGENCY ESCAPEAND RESCUE OPENINGS SHALL OPEN BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-I&I EACH BLOCK ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS D11RECILY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A WALLS: I 1.ALL ELEC 7RICAL WORK TO 13 E I N AC(.7OR DANCE TO THE Rl TLES AND REGULATIONS OF SHALL COMPLY WITH THE REQUIREIMENTS OF THIS SECTION.THEY SHALL PI;'BI.ICWAY. . LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST EXISTING AND NEW(SEE PLANS) THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTfFICATE IS TO BE PRESENTED TO THE OWNER AT THE EXCEPTIONS: COMPLETH)NN OF 17111-t JOB, . EXHIBIT A FLA-ME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- 1.STORM SHELTEItS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE EQUIPMENT NOT EXCE-10ING A lUr.ALL MOOR AREA OF 2W SQUARE FUE Y JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST ROOF ASSEMBLIES-WFCM.PRESCRIPTIVEMETHOD WITH ASTM E84 OR UL 723.INSUIATTNG MATI-21ALS,WHERE'TESTED IN (18.58 sqn). ASPHALT STRIPSHINGLES SHALL HAVE AMINIMUNI OF SIX(6) 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND TRE . ACCORDANCE WITH THE REQUIRE MENTS OF MS SECTION.SHALL INCLUDE 2,WHERETHE DIXTI-LINCY OR TOWNHOUSE IS EQUIPPED WITH NN AUTOMATIC BAND JOIST TO JOIST(END-NITATLED) 3-10d PER JOIST FASTENERS PER SHINGLE(S E,Cl'ION R90,51) SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS.VAPOR PERMEABLE SPRIN)OLER SYSTEM INSTALLED IN ACCORDANCE-W1111 SECTION P2904, UNDERLAY)MENT APPLICATION(SECTIONR9M2.7) MEMBRANES AND SINIILAR COVERINGS. SUTTING ROOMS IN BASEMENTS SHAU,NOT BE REQUIRED T(o HAVE BAND JOLST TO SILL OR TOP PLATE(TOE-NAILED) I 2-16d(SEE NOTE 1) I PER FOOT FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) 13.DO NOT SCALE DRAWINGS, USE FIGURE DIMENSIONS ONLY, r EMERGENICYESCAPE AND RESCUE OPENINGS PROVIDED THAI THE BASEMENT UNITS HORIZONTAL(17-PERCENTSLOPE), EXCEPTIONS: HAS ONE-OF THE FOLLO'%ING: ROOF SHEATHING z LWHERE SUCH MATERIALS ARE INSTAL.LED IN CONCEALED SPACES,THE 1 1.ONRIMR&NS OF LGR ESS COMPLYING WITH SEC11014 R311 AND ONE.' UP TO FOUR 0)UNITS VERTICAL IN TWELVE(12)UNITS 14.ALL NVORKTO CONFORM TO THE RULES AND RECA]LATIONS OF TI Ir,NEW YORK 0 1 HORIZONTAL(33.PERCENT SLOPE),UNDEfLAYMENT ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE V) FLAME SPREAD INDEX,AND SMOKE-DEVELOPED INDEX LIMITATION S DO NOT EMERGENCY ISCAPIL AND RESCUT;01'r2ilNG. STRUCTURAL PANELS Sd SEE TABLE'Al I THIS SHEET - APPLY TO THE FACINGS,PROVTDF D THAT THE FACIN\0 IS INSTALLED IN 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION R31 1. SHALL HE TWO(2)LAYERS APPLIED IN Il IE FOLLOWING MANNEIZ, GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. 0 SUBSTANTIAL CONTACT WITH THE UINIEXPOSED SURFACE OF THE CEILING, DIAGONAL BOARD SHEATHING APPLY A 19-INCII(483 MM)STRIP 01;UNDIRLAYMEN-r FELT PARALLEL t>n FLOOR OR WALL FINISH. RM0.1.1 OPEPATIONIALCONSTRALN'TS AND OPENLNG CONTROL DEVICES. WITH AND STARTING AT THE EAVES,FAS-FNED SUFFICIENTLY 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE EMERGENCYESCAPE AND RESCUE OPENINGS SHALL BE OPERATT ONAL FROM I'x6"OR Vx8" 1-8d PER SUPPORT 12 2.CELLULOSE F113ER LOOSE-FILL INSULATION TMAT IS NOT SPRAY APPLIED THE INSIDE OF THE ROOM WITHOUT THE USE Of KEYS.TOOLS OR SPECIAL 1"XIO"ORWIDER 3-8d PER SUPPORT TO HOLD IN PLACE. CODE'S MINIMUiM STANDARDS. 2 AND THAT COMPLIESWITH THE REQUIREMENTS OF SECTION R102.10.3 SHALL STARTING ATTHE EAVE,APPLY 36-INCII-VIDE(914 MM)SHEE--TS OF 0 NOT BE REQUIRED TO MEFr THE FLAME SPREAD INDEX REQUIREMENTS BUT KNOWLEDGE WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), I&THESE DRAWINGS AND SPECITICATIONS AREINSTRUMENTS OF SERVICE AND = AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY I I AND FASTENED SI IFFICTENTLY TO HOLD N PLACE. SHALL REMAIN THE PROPERTY Or THE ENGINEER WHETHER THE PROJECT FOR cr SHALL BE RFQTTIRED TO MEET A SMOKE-DEVlJ..OPEj)INDEX-OF NOT MORE WITH ASTM F2090. CEILING SHEATHING FOR R(X)F SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVFAI'21)UNITS WHICH THEY ARE MADE IS EXECUMD OR NOT. THEY MAY NOT BE USFD w THAN 450 WHERE=TED IN ACCORDANCE WITH CANiU!LC S 102.2. L 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316, R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORMAtTION OF THE ENGINEER. EMERGENCY E'SCAPH AND RESCUE OPENINGS SHALL HAVE MIN.T.MUM GYPSUM WALLBOARD I id COOLERS 1 7"EDGE I I 0"FIELD ICE PROTECTION(ST.-MON R 90.5.2.7.1) 1 A Dl?�ffiNSIONS AS SPECIFIED IN THIS SECTION. UNDERLAYMENT IN HIM I WI ND(SECTION R 90527.2) 17.THE ENGTINTEER HAS NOT BEEN RETAINED FOR SITE SUPE,RVISION.ON SITE, R102.10.2 LOOSE-FILL INSULATION. WALL SHEATHING � LOOSE-FILJ_INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE R310.2.1 MINIMUM OPENING AREA. FLASI[ING(SECTION R%5.2.8) INSPECTIONS AND CE'ATIFICATIONS AS REQUIPIM OR REQI.T-,STFD BY TI IE OwNMR, �I � AST?vl M OR UL 723 APPARATUS WITHOUT A WREEN OR ARTIFICIAL SUPPORTS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR STRUCTURAL PANELS Sd SEE TABLE 3.11 THIS SHEET CIITMNEY'S AND FIRESPACES-CHAPTER ff CONTRACTOR OR LOCAL BUILDING DEPARTMEN'T. " L I SHALL COMPLY V�TITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS Or OPENING OF NOT LESS THAN 5.7 SQUARE FEET(o.510 SQ.M.).I-PH NET CLEAR ENERGY EFFICIENCY-CITAPTER I 1,SEE ATrArnrD REPORT SECTION R302.10,1 WHERE TESTED IN ACCORDANCE WITH CANA lLr SIO2.1 OPENING DIMENSIONS REQUIRED BY THIS SECrION SHALL BE OBTAINED BY FIREBOARD PANELS MECHANIC,AL-CHAPTER 12 (IPLIFT-CONTINUOUS PATI I CONNECTORS THENORMAL OPERATION OF THE EMERGENCY ESCAPE'AND RESCUE GENERAL MECHANICAL SYSTEMS-CHAPTER 13 * EXCEPTION:C,:ELJTl.OSlC FIBER 1,00SE-FILL INSULATION SHALLNOT BE OPENING FROMITITI INSIDE THENETCLEAR IMIGHTOFTHEOPLNUNG STIALL 7116" 6d 3"EDGE/6"FIELD MATING AND COOL IN(.-,E(�UTPMENT-clt�i�14 11SE M�.IPSON STROING-TIE CONNTFCTORS REQUIREDTOBETESTED rNACCORD&NCE110THCANIULC S102.2,PROVIDED BF NOT],ESS 71TAN 24 INCHEr,(610 MM")AND ITIF NET cl-RAR WIDTH SHAIJ. THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS EXHAUST SYSTEMS-CHAPTE,R 15 FOLI.A_)W PRODUCT SELECTION GUIDE AND 1. I BE NOT LESS THAN 20 TNCWS(SM MM). 151.32" 8d 3"EDGE/6"FIELD DUCT SYSTEMS-CHAPTER 16 INSTALLATION MANUA[,FOR HIGH WIND RESISTANT R302.10.1 ANDR3022.10.1. EXCEPTION:GRADE FIDOR OPENINGS OR BELOW-GRADE OPENINGS SHALL I I HA VE A NET(l,EAR OPEMNG AREA OF NOT LENSTRAN5 SQU ARE IrEFF COMBUSTION ATR-C_'HAPTEJR 17 CONSTRUCTION CATALOG C-M,'02 R-102.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. MAO SQ.M.) GYPSUM WALLBOARD 5d COOLERS 7"EDGE I 10"FIELD CHIMNEYS AND VENITS-CHAPTER IS % CELLULOSIC FIBER LOOSETILL INSULATION SHALL COMPLY WITH CPSC 16 aR, R!10.2.2 WINDOW SILL HLIGHT. HARDBOARD 8d SEE TABLE 3.11 THIS SHEET' PLUM. BING-PARTVII NEW RA MR TO WALL USE: . PARTS 1209 AND 1404.EACH PACKAGE OFSUCH INSULATING MA7TRIAL SHALL H8,5-16d NAILS EACH SIDE 0 %'HERE A WINDOW IS PROVIDrM ASTIM EMERGENCY ESCAPEAND RESCUE k � BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR,PARTS 1209 AND OPENING,IT SHALL HAVE A SILL HEIGHT OF N(Yr MORE THAN 44 INCRLS PARTICLEBOARD PANELS 8d sEETABLE3.11 IT[IS SI[ELI' 1404. (11 18 XM)ABOVETIIE FLOOR;WJlHRL THE SILL HEUGHT IS BEJ,OW GRADE.IT RAFTER IT)RIDGE TO RJU71"ER CONNECTION USE: 0- 11% SHALL,Bit,PRovinm WITH A W1ND()W WELL IN ACCORDANCE WITH SFCn0N DIAGONAL BOARD SHEATHING CS20 USE 8-8d NAILS R302.10.4 EXPOSED AITTC INSULATION. R310.23. IN EACH END AT � x .. IN&I OR VxS" 2_8d PER SUPPORT EACH ROOF RAFTER % .4 EXPOSED INSULATION MATERIALS INSTALLEE)ON ATTIC FLOORS SHALL HAVE R310,23WINDOW WELLS. 1: U_ A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE lu 14 %- THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 I"xIO"OR WIDER 3-8d I PER SUPPORT % CENTIMETER. SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF a 3: cq t -SS TITAN 16 INCHES(914 MMMITIE AREA OF Mill WINDOW WELL SHALL - I NOT LE FLOOR SHFATHING tu ,�D m () R30110.5 TESTING. A LLOW TI IF EMLRG F N C Y FS C APE AN 1)RF�SC U E 0 PEN IN G TO Bli F1 1 LL Y TESTS FOR CRITICAL RADLALNT FLUX SHALL BE MADE IN ACCORDANCE WITH OPENED. - w cz () 0 EXCEPTION:THE-LADDER OR STEPS REQUIRM, BY SECTION",0.2.3.1 SHALL STRU M. JRALPANT.T-S W (3 t- co W ASTM E970. BE PERmrrrED To ENCROACH NOT MORE THAN 6 INCHES(152 MIM)INTO THE - 'a - t- q R302.11 FIREBLOCKIN13. REQUIRED DIMENSIONS OF THE WINDOW WELL. VOR LESS Sd 6"EDGE/12"FIELD "I d) p 0 IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO R-110.2.3.1 LADDER ANDSTEPS. GREATER THAN I" lod 6"EDGE/6"FIELD t- _j � V -. ff CUTOFF BOTH VERTIC)kL AND HORIZONTAL CONCEALED DRAFT OPENINGS WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES I 't W cq jjj (I I IRMM)SHALL BE EQUIPPED WITH A PERMANPiNTIA AFFVED LADDER OR DIAGONAL BOARD SHEATHING I— A AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN'STORIES,AND BETWEEN ' :3 Jc) \'D 4 STEPS USABLE WITH THE WLNDOW IN THE FUIJ.Y OPEN POSITION.LADDERS 0 f- A TOP STORY AND THE ROOF SPACE. OR STEPS REQUFRFD BY TIHS SrMON SHALL NOT BE REQUIRED TO COMPLY Px6"OR V'0" 2-Sd PER SUPPORT (a >- FIREBLOCKING SHALT,BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE WITH SIX7rION R311.7.LADDERS OR RUNGS SHALL HAVE AN IISSIDE WIDII I X 0 M FOLLOWING LOCATIONS: OF NOT LESS THAN 12 INCHES(305 MM),SHALL PROJECTNOTLESS THAN 3 1"xl0"OR WIDER 3-8d PER SUPPORT () a ti) q� 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING INCHES(76 MM)FROM THE WALL AND SHALL BE SPACED N(n'MORE THAN . . rk co FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS 18 INCHES(457 IAM)ON CENTER VERTICALLY FOR THE Rai HEIGHT OF THE- M 7 FOLLOWS: WINDOW WFIL, 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTFR AT TIM PANEL M.GE I— . (� th 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. R310.131DRAINAGE. IF WALL SHEATHING IS NAILED.')"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, � cj 0 WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINA(3E BY NAILING REQUIREMENTS FOR STRUCTI I RAL MEM BERS SHALL B E DOUB[.ED,OR At.FERNATF CONNI.Y..-TORS, - � () CONSECIINGTO THE BLILDING'S FOUNDATION DRAINACESYSIT.N1 SUCH AS SHEAR PLATES,SHALL BE USED TO MAI NITAIN TITE LOAD PATH. 0- 6 1.2.1 IORIZONTALLY AT INTERVALS NOT EXCEEDING I 0 FEET(3048 MM). REQUIRED BY SECTION R405.1 OR BY AN APPRONMO ALTERNATIVE METHOD, � EXCOYTION:A DRAINAGE SYSTEM FOR WINI)OW WFLIS I.S,NM'Rf-'JQt;]RFD r.NYINI IM.1.1(R503.1.1)BUILDING,ENVELOPE "I 2.WHEN WALL,SHEATHING IS CONTINUOUS OVER CONNFCTED MEWBERS,THE TABULATED NJ TMBf f%l �i 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL WITERETHE FOUNDATION IS ON WELL-DRAdN MI SOM OR SAND-GRA*.T:L i 'R OF BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION SPACES SUCH AS OCCUR AT'SOFFITS,DROP CEILINGS AND COVE CEILINGS. MIXTURE SOILS IN ACCORDANC1 WITH THE UNITED SOIL CLASSIFICA110N NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I 6d NAIL PER FOOT. N 1 1011.2 OR N 1 102.1.4,SEC'.11ONS N 1 10111 THROUGH N 1 102.2,1-4,NJ 102.3.1,N 1 1023,2,NJ 102.43 AND NJ 102.4.5, W_ %D ' LL - I 3,IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND SYSTEM,GROUP I SOILS.AS DETAILED IN TABLE R405.1. . EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOTBh REQUIRED TO COMPLY WITHTHE REQUIRE.MENTS IL ' BOTTOM OF THE RUN,ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH R310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND TABLE 3.11 (WFCM IIIGII'vVIND EDMON) CINAPTER I I I RE]:ENERGY EFFICIENCY: FOR NTW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: SECTION R302.7. PORCIMS. LSTORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. ill 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING EMER GFNICT E'SCAPE AND RESCI JF OPEN IN GS INSTA LIED UNDER DECKS A ND (I 40MPH 3-SECON D GUST=120 MPH FASITST-MILE WIND SPE:ED 1PERTABLE R3-1.2.1.3) NOTE: 2.EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRI JCTION PROVIDED THAT THESE __�, AND FLOOR LEVEL.)NITH AN APPROVED MATERIAL TO RESIST THE FREE PORCHES SHALL BE FULLY OPLNABLE AND PROVIDE A PATIT NOT LESS THAN WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE"ENIERGY CODE")IS CAVITIES ARE FILLED WITH INSULATION. 36 INCHES(914 MM)IN HEIGHT TO A YARD OR COURT. ADOYFED PURSUANT TO ARTICLE I I OF THE ENERGY LAW.THE ENERGY CX)DE is SETFoRTH IN" PASSAGE OF FLAMEAND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING SHEATHING STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING . PART 1240 OF TITLE 19 OF,THE NEW YORK CODES,RULES AND REGLITATIONS("PART 1240")AND IN 3.CONSTRUCTIONWHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. THIS ANNULAR SPACT SHALL NOT BE REQUIRED TO MEET THE ASTM E136 R3101,5 REPLACEMENT WINDOWS. LOCATION OR PANEL SIDING FOR 8d COMMON NAILS THEPUBLICATIONS INCORPORAT`LD BY REFERENCE IN PAIM240.THOSE PUBLICATIONS INCLUDE 4.ROOF RECOVER. ENGINEER. REQUIREMENTS. (INCHES.0,C.) I - I ' 5.ROOFS WITHOUT INSULATION IN THE CAVITYAND WHERE THE SHEATHING OR INSULATION IS EXPOSED , REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SMPE OF (SEE NOTE 1) (SEE NOTE 3) (INCHES,O.C.) BUTARE NO'I'LIMITEDT0,THE 2020 ENERGY CONSERVA:IION CON.TFRUC rION("ODE OF NEW YORK 5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SEC.TION I THIS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL REMIT S DURING REROOFING SHALL BE INSULATED EIT14ER ABOVE OR BELOW THE SHEKTIIING. R1001.19. REQUIREMENTS OF SECTION R310.2.2AND THE REQUIREMENTS OF SECTION L 6 STATE(THE"42020 ECCCINYS").THE PROVISIONS OF THE ENERGY CODE APPLICABLE TO"RESIDENT)AL 6.SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE-PANE EENESTRAIION ASSZMBLIES � �IE R!10.2.1,PROVIDEDTHAT THE REPLACEMENT WINDOWMEEINTHE 4'EDGEZONE 16 BUILDINGS"ARE SET FORTH IN THAT PART OF THE 2020 ECCCNYS DENOTED AS THE"ECC(.NYS,- TO REDUCE SOLAR HEAT GAIN PROVfDED THAT Tl Ill CODE DOES NOT REQUIRE THE GLAZING OR 0 I 6.FIREBLOCKTNG Of CORNICIT'S OF A TWO-FAMILY IDN&MLLTNO IS REQUIRED AT Ri�IDENTIAL PROVISIONS.-CHAPTIER I ITS INTENDED TO BE A RESTATEMENTOF THE ECCCNYS- 11\ THE LINE OF DWELLING UNIT SEPARATION. FOLLOWING CONDITIONS: F 12(SEE NOTE 2) FENESTRATION ASSENIBLY TO BE REPLACED. A -� T. . 1.THE REPLACFNt.NT WINDOW is'rm MANUFACIVRER'S LARGEST - - . RESIDENTIAL PROVISIONS AND IS INCLUDED IN MIS CODE AS A CONVENIENCE'TO ME USERS OF THIS & I STANDARD SIZE WINDOW TIIAT WILL FIT WJTIIINTIIE,EXISTING FRAME,OR E 6 CODE.HOW EVER,THE LEGALLY BIND MC PROVISIONS OF THE ENERGY CODE ARE ASSET FORTH IN 7ALTERATIONS WI lIC3 I REPLACE LESS THAN FtFTY PERCENT OF THE LUMINAIRES Wrrl TIN A SPACE, co _r R.102A 1.1 FIREBLOCKING MATERIALS. EXISTING ROUGIT OPENING.THE-R13PLACEMENTAINDOW IS OF T14E SAME INTERIOR ZONE 16 1 1 PARTY-140 A NND'rim,PU BLICAIION S INCORPO RAJTD 13 Y RM'ERENCE IN PART1240,AND IN THE EVENT, PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALL1��INTERIOR LJOHIING POWER. 'k '�l I � * - Qj EXCEPT AS PROVIDED IN SECTION RVr-.l 1.IT'EM 4,FTRFBLOCKINiG SHALL OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE TILAT PROVIDES F 12 OF ANY CONFLICT BLIWEEN, THE PROVISIONS OF THE ECCCNYS-RESIDENTJAL PROVISIONS AND .N 1 jk)9.1,1.1(R50.3.1.1.1)REPLACEMENT FENESTRATION. 'I) c� CONSIST OF THE FOLLOIWINO MATERIALS: FOR ANEQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING I I _________ PROVISIONS SET FORM IN CHAPTER I 1.THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION Ez w 1.TWO-INCH(51 MM; 'i NOMINAL LUMBER. WINDOW. PRODUCT,INCLUDING SAS14 AND GLAZING,THE REPLACEMENT FENESTRATION I INIT SHALL MEET THE 0 �, i Lu 2.TWO THICKNESSE;i OF I-INCH(25.4 MM)NO%GNAL LUMBER WITH BROKEN 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY, E=NAIL SPACING AT PANEL EDGES(IN.) WILL CONTROL APPLICABLE REQUTREMENTS FOR U-FACTOR AND SI-JGC AS SPECIFI ED IN TABLE NI M.1.2.WI IERE MORI' �11 � F=NAIL SPACING AT IN- TERMEDL;kTE SUPPORTS INT THE PANEL FIELD(IN.) - 1, - __ �.�/ - LAP JOINTS. R310.3 EMERGENCY ESCAPE AND RESCUE DOORS. SECTION N1107(R501):EXISTING BUJLDINGS-GENERAL- THAN'ONE REPLACEMENT FENESTRATION UNIT IS TO B 6 IN,STALLED,AN AREA-`WEIG I-ITED AVERAGE 0), � � 3.ONE THICKNESS OF 11M-MICH(I 8.3 MM)WOOD STRUCTURAL PANELS WITH MIERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS.THE 4 FOOT EDGE ZONE ATTACHMFNT OF THE U-FACTOR,SI JGCOR Bon I OF ALL RFPLAC-ME NT FENESTRATION UNITS SI IAIJ,BE AN 0 34 JOINTS BACKED BY23132-INCH(18.3 MM)WOOD STRUCTURAL PANELS. RESCUE OPENING,IT SHALL HE A SID&HINGED DOOR OR A SLIDER,WHERE REQUIREMENTS SHALL BE USED. � N 1 107�1 K501.1)SCOPE, ALTERNATIVE THAT CAN BE USED TO SHOW COMPLIANCE. 4.ONIETHICKNIESS OF314-INCH09.1 MM)PARITCLEBOARDAITHJOINITS BACKED IllE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WMI ITIM PROVISIONS OF SECTIONS N 1 107 T14ROT JGH NI I I I SHALL CONTROL THE ALTERATION,REPAIR, FES 0 BY 3/4-INCH(19.1 MIVI)PARTICLEBOARD, AN AREA WELL 2.TABULATED 12 INCH O.C.NAT[,SPACING ASSUMES SHEATHING ATTACHEDTO STUD FRAMING � ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTuR us. N 1 109A.2(R501 L2)I MATING AND COOLING SYSTI�MS, ' 5.ONE-HALF-INCH(12-7 MIA)GYPSUM BOARD, - NT-,W HEATING,COOIJNCY AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATION SHALL.COMPLY JEFFREY T. UTLE , f=D>-E, 6.ONEwQUARTER-INCH(6.4M. M)ClEMENT-BASEDNI'll-LBOARD. R310.3.1 MINIMUM DOOR OPENING SIZE. MEMBERS WITH G0.49.FOR FRAMING MEMBERS WITH 0.42<ry<0.49,THE NAIL SPACINGS SHALL [INYIN 1 107,Ll(R501.1.1)ADDITIONS,ALTERATION S,OR REPAIRS:GENERAL. WITH SECTION NI 101 1 'ME MINIMUM NE'r CLEAR HEIGHTOPENING FOR ANY I m. R,rRA:r SERVES AS BE REDUCED TO 6 INCHES O�C. ADDITIONS,ALTYRATIONS,OR REPAIRS TO AN EXISTING BUILDING,BI jILDING SYSTEM OR PORTION EXCEPTION.WI rERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED,DUCT 7.BATTS OR BLANKE.TS OF MINERAL WOOLOR GLASS FIBER OR OTHER AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE THEREOF SHALL COMPLY WITH SEMON NJ MR,NJ 109 OR NI I 10.UNALTERED PORTIONS OF THE cl 0 APPROVED MATTIUALS INSTALLED TN`SUCH,k MANNER AS TO BE S.ECATRELY WITH SECTION R310.2.1. SYSTrMS WITH LESS THAN 40 LINEAR FEET(I 2.19 M)IN I-NCONDITTONIET)SPACES SHALL NOT BE REQT TIRED _j RETAINED IN'PLACE. 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED I EXISTING BUITDING OR BUILDING SUPPLY SYSTEM SHAIL NOT BF RFQI 11RED TO COMPLY TO BE TESTED IN ACCORDANCE WITH SECTION N 1 103,33. 6 --I 8.CELLULOSE INSULATION INSTALLED AS TSTED IN ACCORDANCE WITH RM0.3.2ARFAWELI-S. FOR COMMON NAILS. NI 1(21(R4021.2)SPECIFIC INSULATION REQUIREMENITS(PRESCR 11,11VE). WITH THIS CHAPTER. m 5� ASTM El 19 OR 111,263,FOR THE SPECIFIC,APPLICATION, AREA WELLS SHALL HAVEA WIDTH OF Nar LESS THAN 36 INCITUS(914 MM). IN AM�TIOJNT,oTHE REQUIREMENTS OF SECTION IN 1 102.1,INSULAXIONT EXCEPTION:THEEXClEPTIONS OF SECTIONNI I 0 1.1 OF THIS CODE SHALT,APPLY. N 1 109.1.3(R503.1.1)SERVICE HOT WATER SYSTEMS. !3 to 71TE AREA WELL SHALL BE SIZED TOALLOW THE EMERGENCY ESCAPE AND SHALL MEL-F T14E SPECIFIC REQUIREMENTS Or,SECTIONS NT-W SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION . . 6 9 RESCUE DOOR TO BE FULLY OPENED. N 1 107,2(R501.2)EXISTING BUILDINGS. d) 0 R302.1 1.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. NIL022,I THROUGH N I 102.2.13.N 1 1012.1(R402.2.1)CEILINGS WITH ATTIC N1103.5. 0 (r, BATTS OR BLANKET'S OF MI NERAL OR GLASS FIBER OR OTIER APPROVED RI 10.3.1 1 LADDER ANDSTEPS. SPAUS.WHERE SECI ION RLIO2.1,2 REQUIRES R-38 INSULATION IN THE EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALLNOT BE USED TO REQUIRE THE RE-MOVAL" u_ AREA WELIS WITH A VERTICAL DEPTH GREATUM THAN 44 INCHES(I 118 NCM) , �_ () c3l CE11,05,INSTALLING R-30 INSULATION OVER 100 PERCENT OF THE CEILING ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN N 1 109.1.4(R.501 1.4)LIGHTING. (14 0 NONRJGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE EXTS,TLNG BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION NEW LIGHTING SYSTEMS THAT ARF PART OF THE ALITRATION SHALL COMPLY WITH SECTION N 1 104.1. cc - z I7 SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS TABIX 3.1 0(WFCM HIGH WIND EDITION) ARJEAkFQULRING INSULATION SHALL SATISFY THE REQUIREMENT FOR -t, I O-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONsTR(IC]ED i OF THIS CODE. _L B TISINCIPARALLEI RONV,SOFSTIJD.SORSTACYCiEREDSTt3DS, IJSARI.E.Wn'HI'HEM)RINI'HEFt)L.I.YOPF..*4POST'rION.IADDI-.RSORSTFPS . L R-381fSULATION WHEREVERTITE RILL HEIGHTOF UNCOMPRE!"ED R-30 EXCEPTION:AUTTRATIONS TI[AT REPLACELESS ITTAN 50 PERCENT OF THE LUMINAIRES IN A SPAcr, lu " REQUIRED BY TIJIS SECn0N SHALL NOT BE REQUIRED TO COMPLY VM11 ROOF SHEATI IING ATTACI IMENT REQUIREM -NTS FOR WIND LOADS INS!JlATioN EXTENDS OVERTHE WALL TOP PLATE ATTHEEAV05,WI IERE PROVIDED THAT SUCH ALTERATIONS DO N''OT INCREASE THE INSTALLED INTERIOR LIGH71ING POWER. < > 6 () ol R302.I 1.1.2 UNFACED FIBERGLASS. SIXTION R311.7.LADDERS OR RUNGS SHALL I TAVEAN INSIDE,WIDIII OF NOT (140 NTH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED(PER TABLE R-101.2(4).jo SECTI! .'NI 102.1.2 REQUIRES R49 INSULATION IN THE CEILING,INSTALLING N1107.3(R.501.3)MAINTENANCE, a- ii cq �_ 0, LESS 11 12 INCHES(V5.MM),SlIALL PROJECT NCTLESSTIAN 3 INCITES R-39 v SuLA'n 0.4 OVER I 00 PERCENT OFTI IE CEILING AREA REQUIRING BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHAI.J,BE MAINTAINED IN A SAm, N I 109-2(R5O3.2)CHANGE IN SPACE CONDITIONING. w >_ -1 )� UNFACED FIBERGLk.SS BATT INSULATION USED AS FIREBLOCKING SHALL FILL (76 mm)FROm THE WALL AND SHALL BE spAru)NOT mom THAN I 8 iwiows STRUCTURAL SHEATTTING MAXIMUM NAIL SPACI LNTG INSUIATION SHALLSATISFYTHE REQUIREMENTFOR R-49 JNSULA`FION AND SANITARY CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED 13Y THIS CODE () z () In I THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS (4577 MM)ON CENTER V ERIICAXLY FOR THE RJU HEIGH`r OF THE E=OR SHEATHING LOCATION STUD SPACING ANY NONCONDMON17D OR LOW ENERGY SPACE THAT IS ALTERED TO BECOME CONDMON"Ell SPACE () STAIRWELL. OR PANEL SIDING FOR 8d COMMON NAILS WHER�VER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION SHALT,BE MAINTAINED IN COMPLIANCE WITH TI FE CODE EDITION UNDER WHICH INSTALLED, SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCEVw'ITH THIS CHAPTER. = I () i 7 , S 9 V THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PWING,CON-DUTI_ (SEE NOTE 1) (INCHE,S.O.C.) ' VS REDUCTIO. r-'.XCFtM.ON:WHERE T'HE SIMULATED PERFORMANCE OPTION,IN SECTION NJ 105 IS USED TO COMPLY uj lu ," 0 g � (SEE NOTE 3) (INCHES,O,C,) EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.TI N THE OWNER OR THE OW`NER'S AUTI IORTZED AGENT SHALL BE RES i FOR TI-W ' TBI.ir PON OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE R-110.311DRAINAGE. SHZ,0T`APPLY'ro,rum U FACTOR ALTERNATIVE APPROACH IN SI-1171ION MATMTENANCM OF BIJILDINGS AND STRUCTURES.THE REQUIREMENTS OF THIS CHAPTER WITH THIS SECTION,THE AN-NTT TAL ENERGY COST Or THE PROPOSED DESIGN is PERMI'TTED TO, BE I 10 = � 1,0 - I PACKEDTIGHTLY AROUND THE OBSTRUCTIDN. AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING - h 6 NLI4211.4 AND THE TOTAL UjA"ALTERNATIVE IN SECTION N 1 101 L5, SI TALL NOT PROVIDE TI IE BASIS FOR REMOVAL OR ABROGATION OF ENERG Y CONSERVATION, PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION N 1 1053. n - I TO THE BUILDING'S FOUNDATION DRAINAGE SYSIEM RWIJIRED BY SLCTION 4'PERIMETER EDGE ZONE I 16 F, 6 N 1 U22.2(114027.2.2)CEILINGS WITHOUT ATTIC SPACES.WHERE SECTION FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING STRUCTURES. ' = 6 R302.11.1.3 LOOSE-FILL INSULATIONMATERIAL. R40A OR BY AN APPROVIM ALTERNATIVEM13THOD. E 6 SECT TONNI I 10(R504):REPAIRS: LL 0 I— z , LOOS&FILL INSUULTION MATERIAL SHALL 90T BE USED AS A FIREBLOCK FXCFMON:A DRAINAGE SYSTEM FORAREA WFLIS IS N()T REQUIRED IN'TE R[OR.ZONE., 16 NI.1411.2 REQUIRES INSULATION Fl-VAIA JES GREATER IT IANIT R-30 IN THE [NYIN I 107.4(R501.4)COMPLIANCE w I— A * 12(SEE NOTE 2) UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR WIIERE IIIE FOUNDATION IS ON WEU-DRAINED SOIL OR SAND-GRAVEL I F CEIWG AND THE DESIGN 017 TJ LE ROOF/CEILING ASSEMBLY DOES NOT N I I 10�I(R504.1)GENERAL. 0 () USETO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO REFARD MtXTURESOUJS IN ACCORDANCEWITH THE UNITED SOIL CLASSIFICATION E 4 ALLN'SUFFICIEN'T SPACE FOR THE REQUIRED INSULATION,THE MINIMUM ALTERATIONS,REPAIRS,ADDITIONS ANT)CHANG&S OF OCCUPANCY TO,OR RELOCATION OF, BUILDINGS,Sl RUC7 LURES AND PARIS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITHSECIION w B I �� . " ' , THE SPREAD OF FIRE AND HOT GASES. S EXIS TING BUILDINGS ANT'.)STRUCTURES SHALL COMPLY WITH'ME PROVISIONS FOR ALTERATIONS, NI 107.3 ANT)THIS SEC'FION,WORK ONNONDAMAGED COMPONENTS NECESSARY VOR THE REQUIREI) U) ci 1: ]-- v d SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. GABLE ENDWALL RAKE AND RAKE TRUSS REQUt.'!`D INSULATION Fl-VALUE FOR SUCH ROORCEILING ASSEMBLIES - F 4 SILALIBER-50.INSULATION SHALL ENTEND OVER TI IETOP OF,THE WALL. REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOC,'ATION,RESPECTIVELY,IN THE REPAIR OF DAM,,kGED COMr'ONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL 0 ND I R310.4 BARS.GRILLES,COVERS AND SCREENS. NEW YORK STATE UNIFORM FIRE PREVEN, 0 PLAnTO TRE.Ou'TER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. TION AND B UILDING CODE(rHE UNNIFORM.CODE)THE -4 r� R302.11.2 FIREBLOCKING INTEGRITY. WHERE BARS.GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED E=NAIL SPACING AT PANEL EDGES(IN.) ,N`OTBE SUBJECT'TOTHE REQUIREMENI-17S FOR AL'I'ERA'I'IONS INTHIS CHAI-1-hR.ROUTINE MAINTENANCE COI (3 (3 _R THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR F=NAIL SPACING AT INTERMEDIATE SUPPORTS INTHE PANEL FIELD(IN.) TI[IS IEDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE),AND NITA 70. RF'.OUlRFD BYSECTION NI 107.3,ORDrNARY REPAIRS EXEMPT FROM PERMIT,AND ABATTwENT 01"WEAR Q_ . LL 6) WINDOW WELLS,THE MINLMUM NET CLEAR OPENING SIZE SHALL COMPLY N I 1 01.2 SI IALL DT"LIM ITED TO 500SQUARE FEET(46 M,)OR 2o PERCENT Or. tf) u- - NJ 107,5(R501.5)NEW AND REPLACEMENT MATERIALS. DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS 0 =3 10 WITH SECTIONS R310.2.1 THROUGH R310.2.3,AND SUCH DEVICES SHALL,BE THET)TAL INSULATED MLING J AREA,WHICHEVER IS LESS.THIS REDUCTION 15 RM2.12 DRAFTSTOPPING. RELIMSABLL OR REMOVABLE FROMTHE LNSIDE WITHOUT THEUSE OFA KFY 1.FOR ROOF SHEATHING WITHIN 4 FEET OFTHE PERIMETER EDGE OF THE ROOF.INCLUDING 4 FEET ON EACH SHALINOT APPLY TO T14F U-FACTOR ALTERNATIVE APPROACH IN SECTION EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE, IN'TRIS SEC7110N. 0) . 0 . IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH SIDE OF THE ROOF PEAK,THE 4 FOOT PER METER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. (r u_ Q) TOOL SPECIAL KNOVYI.EUmCiE OR FORCE 6 THAN THAT ii�L'TJRED F&' APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE MATERIALS SHALL BE PERMITTED _11 F_ N 1 102.1A AND THE TOTAL I TA ALTERNATIVE IN SE MON NI 102,1.5. - I NYINA 1 10,2(R504.2)APPLICATION. CL () = ,T) ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CM LING ASSEMBLY, THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER!TRUSS FRAMING MEMBERS N.1 4T.3(R402.2.3)FAVE'BAFFLE.FORAIR-PERNIEAH.LE INSULA171ONS IN VENM-D FOR REPAIRS,PROVIDED 714AT HAZARDS TO LIFE,I IEALTI I OR PROPERTY ARE NOT CREATED. FOR THE PURPOSES OF THIS CODE,THE FOLLOWING SHALL BE CONSIDERED TO BE REPAIRS: 4 Q) DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA Or THE CONCEALED FIAZARD017S M AITIRTAIS SHALL NOT BE USED WHERE,THE CODE FOR NE4,W COINTSTRU(MON WOULD �_ a SPACE DOES NOT EXCEED 1,000 SQUARE FEET,(92.9\42).DRAFrMPF'TN; G SHALL R3 I 03 DV,TLLING ADDITIONS. WITH(30.49.FOR FRAMING MEMBERS WITH 0.42<CkQ.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O,C. ATM,A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION. I.GLASS-ONLY REPLACEMENTS IN AN EXISTING SASIT AND FRAME. I- DIVIDE THE CONCEALEDSPACE!DrM APPROXIMATELY EQUAL AREAS.WHERE WHERE DWEIIING ADDITIONS CONTA(N SIFFPINCT R()OMS,AN FMERGl_,,NCY VEN'I'.BAFFLES SHALLMAINTAIN AN OPENING EQUAL OR GREAT ER THAN 2ROOF REPAIRS, z � ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING THE :3 to THE ASSEMBLY IS ENCLOSED BY A 14MR MEABRANE ABO`VE.AND A CEILING ROOM.WHERE DWELLING ADDITIONS HAVE BASEMEIN-IS,AN BERGENCY -1.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES,SI TEAMING ATTACITPD TO RAFTER/TRUSS FRAMING MEMBERS ,S7r,OF THE VENT.TI IE BAFFLE SHALL EXTEND OVER THE TOP OF THE (NYINI 107.6(R501.6)HISTORIC BITILDINGS. 3.REPAIRS WHERE ONLY THE BULB,BALLAST OR BOTH WITHIN THE EXISTING LUMINAIRES IN A SPACE () I � MEMBRANE BELOW.DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILINIG KS WAPE AND RI�S,CIJE OPENING SHALL BEPROVIDIA)IN THE NEW BASWMIXr, WITH G�0.49.FOR FRAMING MEMBERS WITH 0.42<Q<Q.49,THE NAIL SPACINGS S14ALL BE REDUCED TO 4 INCHES O�C. ATTKINSULATION.THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID NO PROVISIONS OF THIS CHAPIT3.'R I I RELATING TO THE CONSTRUCTION,REPAIR,ALTERATION, ARE RFPLAM)PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE THE INSTALLED INTE RJOR 0 w NANTRIAL. LIGHTTNG POWER. I ASSEMBLIES UNDER`114E FOLLOWING CIRCUMSTANCES: 1ACEPTIONS: I RESTORATION,AND CHANGE OF OCCUPANCY SHALL Dr.MANDATORY FOR HISTORIC BUILDINGS. 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. j.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED INN A NEW 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING r-WNIBERS N I 10214(R4012.4)ACCESS HATCHES ANT)DooWs'.ACCEM DOORS FROM 4REPLACTMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM TFIE EXTERIOR SHALL 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR BASEMENT THATCOt,rrAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE WITH G>0.49�FOR FRAMING MEMBERS WITH O.42<G<Q.4%TIIENAIL SPAMT(;S SHALL BE REDUXIED 1701INCI LES O.C� CONUTIONED SPACES TO UNCONDITIONED SPACES St JCJI AS ATTICS AND SECTIONNI 108(R502):ADDITIONS: NOT REQUIR]E-THE INSTALLATION OF A VESTIB UE PROVIDED,HOWEVER,THAT AN EXISTING VESTIBULE PERFORATED MEMBERS. AND RESCUE OPENING. CRMT.SPACTS SHALL.BE WEATHER-STR IPPED AND INSULATED TO A LEVEL THATSEPAR.NnS CONDITIONED SPACE FROM]'HE EXTERIOR StiALL NOTBE REMOVED. IAN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT RFQT,TIRED IN A NEW EQITALENTTOTHE INSMATION ON THESURROUNDINo SURFACES,ACCESS BASEMENT WHEREINERF IS AN EMERGFNCY ESCAPEAND RESCUEOPENING TI TAINEVENTS DAMAGING OR COMPRESSINGTI 1E INSULATION SHALL BE NJ 1081 0002.1)GENERAL. SECTIONNIIII(M5):CHANGE OF OCCUPANCY OR USE: - i R302.12.1 MATERIALS, IN AN EX19MG BASEMENT THAT ISACCESSED FROM THE NEWBASEMENT. PROVDED TO ALL EQUIPMENT.WHERE LOOSE-FIll,INSULATION IS INSTAI-LED, ADDITIONSTO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALT.CONFORM DRAFTSTOPPINGs MAITRTALS SHALL BE NOT LESS THAN 1/2-TNCH(I 2.7 NTM) A WO)D-FRAMED OR EQUIVALENT BAFFLE OR RETARIYER SHALL.BEINSTALLED TO TITE PROVISIONS OF THIS CHAPTER AS TITEY R MATE TO NrW CONSTRI TCTION WTrITO1 JT REQUIRING N I I I 1,I(R505.1)GEN FRAL. GYPSUM BOARD,318-INCH(9.5 MM`)WOOD STRUCTURAL PANELS OR OTHER IN'YIR310.6 AUMRATIONS OR RLPAHRS OF EXISTING wtsio'luNINS. TO REVENTTHE LOOSE-FILL INSUILKTION FROM SPILLING INTO THE LIVING THE I INAIATRED PORTION OF TTIE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS SPACES UNDERGOING A Cl LANGE IN OCCUPANCY THAT WOULD RFSlTLT IN AN INCREASE IN DEMAND APPROVED MATFRIARS ADFQUATFj.,Y SUPPORTED.DRAFTSTOPPING SHALT.. ALTr,RATIO'4SORREP.AIRSOFFXISTINC,BA,SEMr�NI-�SITAU MFORMWITH CHAPTER.ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS APPENDIX I OF THIS CODE. SPACE WHEN TJ IE ATTIC ACCESS IS OPEN ED.TI IE BAFFLE OR RETAINER St[ALL EXISTING BUILDINGSYSTEMS.AN ADDMONSTIALL BE DEEMED TO COMPLY WITH IT ITS CHAPTER MR EITHER FOSSIL FUIEL OR.ELE(7-TRICAL ENERGY SHALL COMPLY WITH T141S CHAPT17-R. "ro-ml"A G E -0 OTHERWISE APPROVIM BY THE BUILDLNG OFFICIAL.THE IN7EGRrrY OF THE I I PRUVIDE A PERMANENT MEANS OFNIAINTAINING THE INSTALLED FI-VALUE WHERE TIM ADDITION ALONM COMPLIFS,ATTERE TITr.FXISIT.NG BUILDING AND ADDITION COMPLY - DRAFTSTOPS SHALL 13E MAINTAINED. OF M LOOSE-FILL INSULATION. NI I 1 1.2(R505.2)GENERAL. . EXCEMIOM VERTICAL DOORS PROVIDING ACCESS ROM CONDITIONED SPACES WITH THIS CHAPTER AS A SINGLE BUITLDING,OR WHERE THE BUILDING WITH THE ADDITION DOES ANY SPACE THAT IS CONVERTED TO A DWELLING UNIT OR PORTION THEREOF FROM ANOTHER USE OR Aft� TO UNCONDITIONED SPACES THAT COMPLY WITH TI IE FENESTRATION NOTUSE MORE ENERGYTHAN THE EXISTING BUILDING.ADDITIONS SHALL BF IN ACCORDANCE WITH OCCUPANCY SHALL COMPLY WITH THIS CHAPTER. Iddm& - 41 RFQM, EMFNTS OF TABLE NI 102.1.2 BASED ON TTIF APPTJCART.T-'.CLIMATE SECTION NI 108.1.1 OR NI 108,1.2, EXCEP'TION:WHERETHE SIMULATED PERFORMANCE OIYFION IN SECTION NI 105 IS USEDTO COMPLY WITH 4 C..)t ZONF SPECIFIED IN SECTION NL10 1.7. N1108,1.1(R-502.1,I)PRESCIRIPTIVECOMPL[AiN(.'E. THIS SECTION.THE ANNUAL ENERGY COST OFTHE PROPOSED DESIGN IS PERMITTED 10 BE I 10 PERCENI- I . I ADDITIONS SHALL COMPLY WITH SECTIONS N1108.1.1.1 THROUGHN1108.1.1.4. I Or THE ANNUAL ENERGY COST ALLOWED BY SECTION NI 105.3 1 1 � I I .