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HomeMy WebLinkAboutBP24-250 Ln N �w s = N oN 8 = \ N eV t/1 � x 0 ya U y7 > p A, O a `O Z � tin yes W O J N ZN O ° 72 ° O Or� a W � a cn � O w W o o Nam., z w � � w 0. '� ■. �I W U �" oo O © v0 � « o w cn W "", -o Ca - N z Imo+ 00n U W W a u 'b c�17 5 �- o H °a A w x w U d U U a a H7 W N -00 a cn a v o y Q z W W W odxa o °' ° s BUILDh.J &ARTMENT �D VIL ''OE OF RYE'11ROOK �U� - s 2Q24 938 K><Nc ET RYE BRom,NY 10573 � 4)��9- 668 , VILLAGE OF RYE BROOK 14 r BUILDING DEPARTMENT INTERIOR BUILDING PERMIT APPLICATION FOR OFFICE USE ONLY: 5' P , NOV 1 M4 ,Qf} 1 f t&6� "Zr' Approval Date: Per . ICJ/ C) Q 6<DApplication Fee.$ Approval Signature: Permit Fees:$ Disapproved: Other: n^ +o �_Pln9 Application dated: 11 Id Z Z is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the interior alteration of an existing building,or for a change in use,as per detailed statement described below. 1. Job Address: 11 D US d0060 C( DS e SBL: 1 -`7 - j�a Zone: � 2. Proposed Improvement.(Describe in detail): V, k wl CJ C:,QCn G 3. Does the proposed improvement involve a Home-Occupation as per§250-38 of the Code of the Village of Rye Brook? No: Yes: If yes,indicate: TIER 1: TIER II: TIER III: 4. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) :No: Yes: (Ifyes,please submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 5. Occupancy;(1 fam.,2 fam.,comm.,etc...)Prior to Construction: by After Construction: I'F 6. N.Y State Construction _Classification: N.Y.State Use Classification: r 1 7. Property Owner: �QUy 1-1 C�b �ClQ J 0 e- Address:�_1 (D �12 US k iqo`Ib 3 �t bSe— Phone# S Z( gS Cell# '?1 LL70$-7SG`] email: Sa),Ps a' Wta_ C5 io._C_cM S. Applicant: '-1CQbt't Ct b D enCtAQC_ Address: U0 1W51nb 66 e bG e_ Phone# S! 561-2GgS Cell# QI`{-76'9-7SS7 email: 9. Architect: Address: Phone# Cell# email: 10. Engineer: Address: Phone# Cell# email: /IS, lq'7 11. General Contractor:i4aI t Q tY4(iao�L.1 V I I ii Address: 1�J 4 Phone# Cell# grL( - 'W-7557 emii:_SQ�e-JD140110ptxotCam I 12. Estimated cost of construction $ � D� Cpjn . 0 d ,ated cost shall include all labor,material,scaffolding,nixed equipment,protexsional fees,and material and labor which may be donated til atis.) 13. Job Timetable:Start: Finish: (I) 6/1/2023 BU1L1?A -: ). . MENT VIL4�tff E OF It OOK J U N - 6 2024 938 KING RYE BR NY 10593 -0 VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 1 f l r r i C t D `be n q A Q'c_'- ,residing at, (10 -6 rUS (Print name) (Address wvbere ycnt live) being duly sworn,deposes and states that(s)he is the applicant above named,and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; C-cCX�bU C�bSe_i V� -e r ,Rye Brook,NY. (Job Addressl Further that all statements contained herein are true,and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signat - t pe xne,(s)) LI'mit Name of Property Owner(s)i Sworn to before me this b da of , 20 Guary PubliC) SHARI MEL ILLO 'ary Public,State of New York No.OIME6160063 Qt+, 'fled In Westchester county ^r rnls: �sn Expires January 29,20Z I (2) 8/12/2021 This form must be properly completed&notarized by the Design Professional of record and the Property Owner. Failure to provide this complete p permit application will delay the permitting proc LJ ***************** ** ************ ** Ei N - 6 2024 -I DID Notice of Utilization of Truss Type, Pre-Engineered �(J�, AGE OF RYE BROOK 'BUtlt DING DEPARTMENT or Timber Frame Construction. (Title 19 Part 1264& 1265 NYCMZT" -� To:The Building Inspector of the Village of Rye Brook. From: C�ra�r ck o --b e 1A &CL e_ _ Subject Property: 1 I D Bru3k 4,Wm) e6l of SBL: Zone: _1 CA) Please take notice that the subject;A'One or Two Family; ❑Commercial, ❑ New Structure Addition to an Existing Structure Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) ❑ Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); o Floor Framing,including Girders&Beams(F) ❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Swore to wore ore me this v Sworn to before me this v day of Wit ,201all of 20 Signature of Property Owner Sign a of Design Profess' al Alabri Ct O �no r? V_��v<�0 1.,. 1�2y�d L u Name of Property or_ SHARI MELILLO PriJa ze of Design Professi al Notary Public,State of New York No.01ME6160063 Notary Public Qualified In Westchester County Notary blic Commission Expires January 29,20 (3) This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. ST TE OF NEW YORK,CO NTY OF WESTCHESTER ) as: i C t © ���Q Cp L_ _ _ _ ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further sues tF,iat (s)he is the legal owner of the property to which this application pertains, or that (s)he is the C Or rr, 0-r- _ for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention & Building Code, the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this b Sworn to before me this Of lam\ , 20 o , 20 Signah of Pro rt Owner Si a ofApp cant "Vatric(a nca�� Ta:ort 6 o Pri ame of Property Owner P ' Name of Applicant ��J '&' � StfgRl MELlLLO Notary Public,State of New York Notary Pnb c Notary Public No.01ME6160063 Qualified In Westchester County Cornmisslon Expires January 29,20IT-7 (4) 8/12/202 t 18'-11" GENERAL NOTES: (VIF) 1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 NEW YORK STATE 17'-3" RESIDENTIAL CODE APPENDIX J 2020 NYS ENERGY CONSERVATION CODE,ALL BUILDINGS WILL BE DESIGNED FOR (VIF) THE 130 MPH WIND ZONE,ACCORDING TO THE REFERENCE(AF&PA)2018 EDITION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. 2.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.ALL WINDOW AREAS TO BE DOUBLE GLAZED, LOW E IF REQUIRED SEE ENERGY SHEET FOR WINDOW U-VALUE SPECIFIED. 3.JOBS LOCATED WITHIN VILLAGE BOUNDARIES MAY BE SUB I CT TO THE ARCHITECTURAL REVIEW BOARD COLOR OF ROOFING AND SIDING MUST BE APPROVED BY THE ARB BEFORE INSTALLING EXTERIOR OF BUILDING. E R PJ!IT # _ w� 4 HOMEOWNER IS RESPONSIBLE FOR PROVIDING AN ACCURATE AND LEGIBLE SURVEY.ENGINEER v PRIMARY BEDROOM WILL NOT BE RETAINED RESPONSIBLE FOR UNCLEAR DIMENSIONS O � f L# -Y 5 GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TOFRAMING—NOTIFY OWNER&EXISTING FLOOR JOIST DIRECTIONS IIIN q�ER OF ANY THE FIELD DISCREPANCIES IMMEDIATELY VERIFY ¢o Z ` DATE " '�' Y E D. 2125 6 THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE.ANY N WALL TO BE DEMOLISHED DISCREPANCIES OR HIDDEN CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE w TO MAKE DOOR OPENING ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION ENGINEER IS NOT RESPONSIBLE FOR + ANY HIDDEN CONDITION IN THE FIELD ENGINEER SHALL NOT BE RETAINED FOR ANY FIELD B L�i �(� T C, •fir ;;,%:" �; Srook, 1 STING GARAGES I STORY EXTENSIONS ALL 2 STORY ADDITIONS UST SUPERVISION 7 ECONTRACTOR TQAND D TO DIG A TEST HOLE NI NG 2nd STORY ADDITION T-FOOTING 6'-9" 4'-2" 5'-5" MAINTAIN BEFORE ANY CONSTRUCTION CAN START. (VIF) (VIF) (VIF) EXISTING 8.ALL PARTITIONS,EXTERIOR WALLS AND CEILINGS WILL BE COVERED WITH Jj"GYPSUM WALL ----- _ - BATHROOM BOARD,%*FIRE RATED TYPE GYPSUM WALL BOARD ON CEILINGS AND WALLS IN GARAGES ____ AND BOILER ROOMS;3'-0"BEYOND BOILERS )i'MOISTURE RESISTANT GYPSUM WALL BOARD N'X' USED AT BATHROOMS AND CEMENT BOARD AT TUB AND SHOWER AREAS 0 9 CONTRACTOR TO USE ANDERSON 400 SERIES OR MARVIN,PELLA WINDOWS AS PER PLANS AND - -- a VERIFY WINDOW SIZE BEFORE ORDERING ANY WINDOWS ON JOB SITE,VERIFY HEIGHTS OF CIRCLE TOPS AND ALL WINDOWS 2'-8" BATHROOM 'T1 10.INSTALL FIRE BLOCKING AT ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL AND HORIZONTAL BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE.FlRESTOP MATERIAL (VIF) WICL - ------- TO BE WOOD BATTS OR BLANKETS SECURELY RETAINED IN PLACE AS PER R602.8(1-5) _ � t'40 "�' 202.9 1 11.FRAMING LUMBER SHALL BE CONSTRUCTION GRADE FIR,850 PSI IN EXTREME FIBER STRESS N bo FEB 11 FOR BENDING(fb)HEM FIR FIR NO 2 OPENING TO BE _ i ' FILLED 12.PROVIDE SOLID BLOCKING BETWEEN POSTS AND THEIR SUPPORTS.IF STRUCTURAL RIDGE DOES NOT ALIGN WITH GIRDER IN THE CELLAR OR CRAWL SPACE,USE MICROLAM IN THE FLOOR a ' SYSTEM TO DISTRIBUTE LOAD SAME GOES FOR STRUCTURAL GIRDERS THAT CARRY LARGE L ( - -- LOADS. ATTIC ACCESS 01'' OPENING Ca � �L I N G �'�'A��T R/1 7 N I T , 13.THE CONTRACTOR SHALL VERIFY STAIRWELL LOCATIONS AND HEADROOM HEIGHT WITH STAIR L II MECHANIC BEFORE FRAMING STARTS ALL STAIRS,HANDRAIL AND RAILING ARE TO CODE 14.JOIST BRIDGING IS REQUIRED TO BE SUPPORTED LATERALLY AT MID SPAN BY SOLID BLOCKING OR CRISS CROSS BRIDGING(WOOD OR METAL)AT INTERVALS NOT EXCEEDING 8'-0- o REMOVE EXISTING WINDOW 15.ALL STEEL COLUMNS,FLITCH PLATES AND LOOSE LINTELS TO BE MANUFACTURED IN LAUNDRY LIDN ' TO BE REPLACED WITH ACCORDANCE WITH A.S.T.M.STANDARDS AND INSTALLED IN ACCORDANCE WITH AI.S.C. 19X33 ANDERSON 400 STANDARDS SERIES WITH TEMPERED 16 THE ENGINEER HAS NOT BEEN RETAINED FOR THE DESIGN OF ELECTRICAL,HEATING AND GLASS VENTILATION SYSTEMS ENGINEERING 17.ALL ELECTRICAL WORK TO BE FIRE UNDERWRITER APPROVED OUTLET AND FIXTURE TO RCNYS cv o CHAPTER 34 THRU CHAPTER 40. RE-FRAME WALL -/ 18.ALL GAS VENTS AND ELECTRICAL SERVICE WIRES 4'-0"MIN FROM ALL WINDOW AND DOOR ¢ 1924 Bellmore Avenue OPENINGS CD x Bellmore,New York 11710 19.ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH RCNYS CHAPTERS 20 THOUGH 32 w LEGEND Phone:(516)785-4200 .� 20. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH RCNYS CHAPTER 12 - Fax:(516)785-9148 THROUGH 24 CL BEDROOM/OFFICE EXISTING 2 X 4 STUDS @ 16'D.C.TO REMAIN o Z 21.STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED BY EXISTING TO BE REMOVED THE HEALTH DEPARTMENT,LOCAL BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING JURISDICTION NEW EXTERIOR PARTITION-2 X 4 STUDS @ 16'D.C., VINYL SIDING,3/j'RIGID INSUL,TYVEK%'EXT. 22 ALL JOBS WITHIN DESIGNATED LAKES,RIVER BEDS,MARSH,STREAMS,OR COASTAL BEACH GRADE SHEATHING,R-13 INSUL&'GYP.BD, WILL REQUIRE A BORING TEST HOLE,BY SOIL MECHANIC BEFORE ANY FOUNDATION WORK CAN START.RESULTS MUST BE REPORTED BACK TO THE ENGINEER,TOWN AND LOCAL CL NEW EXTERIOR PARTITION-2 X STUDS @ 16'D,C., AUTHORITIES. VINYL SIDING,3.j'RIGID INSUL.TYVEK%'EXT. GRADE SHEATHING,R-13 INSUL L¢'GYP.BD, 23.SMOKE DE''CTOR AS PER R314 MUST BE IN ACCORDANCE 6 UL 217 ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE NEW POURED CONCRETE FOUNDATION VICINITY ON EACH ADDITIONAL STORY INCLUDING BASEMENTS&FINNISHED ATTICS/ CELLARS/ONE CARBON MONOXIDE MINIMUM PER LEVEL,ALSO 1 CARBON MONOXIDE DETECTOR 14'-11" WITHIN 15 FEET OF ALL SLEEPING AREAS CARBON MONOXIDE AS PER R315 IN ACCORDANCE OSD SMOKE DETECTOR HARD WIRED LBATTERY BACK UP UL 2034 REFLECTIVE (VIF) Protect Title: REFLECTIVE WHITE n� CARBON MONOXIDE DETECTOR HARD WIRED& RED REFLECTIVE "c0 BATTERY BACK UP RESIDENCE PANTON#187 110 BRUSH HOLLOW CLOSE RYE BROOK NY PROVIDE DECAL AND ELECTRICAL SYMBOLS Drawing Name: ATTACH TO STRUCTURE PROPOSED SECOND PER VILLAGE REQUIREMENTS PROPOS D S COND F OOR P AN SINGLE POLE SWITCH W/DIMMER FLOOR PLAN DESIGN F❑R STRUCTURAL SINGLE POLE 3-WAY SWITCH W/DIMMER Dote: 11/8/2024 Drawn By KJL COMPONENTS THAT ARE c¢ci scale Checked 8Y: OF TRUSS TYPE OF SCALE.3/8��—1�'O�� DUPLEX OUTLET GROUND FAULT CIRCUIT INTERRUPTER AS NOTED ASB CONSTRUCTION DUPLEX OUTLET Project No. Sheet No. I Of 3 F FLOOR FRAMING INCLUDING GIRDER 65 WATT RECESSED HIGH HAT FIXTURE Seal Drawing No: & BEAMS -�- �P•`�°wsEe Y°-P R ROOF FRAMING 65 WATT LIGHT FIXTURE y c� ,� ,� ® 50 CFM MIN.VENT FAN TO EXTERIOR CONNECTED TO LIGHT SWITCH t —1 jFd FLOOR AND ROOF FRAMING rfh EXTERIOR LIGHT FIXTURE SHALL BE SHIELDED SO DIRECT GLARE DOES �"y Y,.� - �W NOT PROJECT BEYOND THE PROPERTY LINE kFo 077439 A�FESSIONP� R 303 LIGHT& VENTILATION: E N E R G Y C 0 D E TABLE N1102.4.1.1 AIR BARRIER AND INSULATION INSTALLATION -NATURAL LIGHT 8%FLOOR AREA TO WINDOW GLASS AREA R 40314,1 FROST PROTECTIONi COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA -NATURAL VENT 4%FLOOR AREA TO TOTAL WINDOW GLASS AREA -EXCEPT WHERE OTHERWISE PROTECTED FROM FROST,FOUNDATION WALLS,PIERS AND OTHER CLIMATE ZONE=4(NASSAU/SUFFOLK COUNTIES) R 303.7 INTERIOR STAIRWAY ILLUMINATION, PERMANENT SUPPORTS OF BUILDINGS AND STRUCTURES SHALL BE PROTECTED FROM FROST BY INSULATION R-VALUES GENERAL REQUIREMENTS BUMING ENNVVELOPREBEDD(TER�IOR THE BE RMAL ENVELALLED IOPE E AIR PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL ONE OR MORE OF THE FOLLOWING METHODS CONTAINS A CONTINUOUS AIR BARRIER.BREAKS OR JOINTS IN -INTERIOR STAIRWAY SHALL BE ILLUMINATED WITH ARTIFICIALL LIGHTING TO ILLUMINATE STAIR 1,EXTENDING BELOW THE FROST LINE SPECIFIED IN TABLE R301,20)- CONSTRUCTING IN ATTIC CEILING =R-49 THE AIR BARRIER SHALL BE SEALED. LANDING AND RISERS WITH STAIRS WAYS HAVE 6 OR MORE RISERS WITH A WALL SWITCH, ACCORDANCE WITH SECTION R403.3;CONSTRUCTING IN ACCORDANCE WITH ASCE 32; CATHEDRAL CEILING =R-49 AND ERECTED ON SOLID ROCK EXTERIOR 2 X 4 STUDS =R-15+3 THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT MALL BE R 305 CEILING HEIGHT: EXTERIOR 2 X 6 STUDS =R-21 ALIGNED WITH THE INSULATION&ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/ SOFFIT MALL BE ALIGNED WITH -R 305.1 MIN.CEILING HEIGHT REQUIREMENTS.7'-0'IN HABITABLE ROOMS EXCEPTIONS MASS WALL =R-8 t3 CEILING/ATTIC SHALL BE SEALED.ACCESS OPENINGS,DROP DOWN STAIRS OR THE AIR BARRIER / KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACE SHALL BE -6'-B'MIN.CEILING HEIGHT BATHROOM&LAUNDRY ROOMS 1.FREESTANDING ACCESSORY STRUCTURES WITH AN AREA OF 400 SO.FT.OR LESS AND AN BASEMENT WALL =R-10/13 SEAM -MIN.BASEMENT HEIGHT,6'-8'MIN.6'-4'UNDER GIRDERS,DUCTS,ETC, EAVE HEIGHT OF 10'-0 OR LESS SHALL NOT BE REQUIRED TO BE PROTECTED. CRAWL SPACE WALL =R-10/13 THE NCTION OF THE FOUNDATION&SILL PLATE SHALL BE CAVITIES WITHIN CORNERS&HEADERS OF FRAME WALLS SHALL BE INSULATED 2,DECKS ADJOINING BUT NOT SUPPORTED BY A DWELLING NEED NOT BE PROVIDED WITH INSUL OVER EXTERIOR WALL =R-5 MIN. WALLS SEALED.THE JUNCTION OF THE TOP PLATE&THE TOP OF THE BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL R 308,1 GLAZING FOOTINGS THAT EXTEND BELOW THE FROST LINE WHERE RIM JOIST(BOX BEAM) =R-30 MIN. EXTERIOR WALLS MALL BE SEALED.KNEE WALLS SHALL BE RESISTANCE OF R-3 PER INCH MINIMUM.EXTERIOR THERMAL ENVELOPE 1,A V HORIZONTAL SPACE IS PROVIDED BETWEEN THE DECK AND THE DWELLING;2. FLOOR CANTILEVER =R-19 MIN. SEALED. INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT -EXCEPT AS INDICATED IN SECTION R 308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS THE DECK IS NOT LESS THAN 4'AND OT GREWEBEM MITRE FLOOR OVER UNC',DMONED SPACE =R-19 MIN. &CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. LOCATIONS AS DEFINED IN SECTION R 308A SHALL BE PROVIDED WITH A MANUFACTURERS THRESHOLD OF ANY DOOR OPENING ONTO THE DECK, SLAB ON GRADE FLOOR =R-10 RIGID LABEL,DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WINDOW&DOOR GLAZING=0.32 MAX.U-FACTOR 0.4 SHGC THE SPACE BETWEEN WINDOW/DOOR JAMBS&FRAMING& WITH WHICH IT COMPLIES,WHICH IS VISIBLE IN THE FINAL INSTALLATION,THE LABEL SHALL BE FOOTINGS SHALL NOT BEAR ON FROZEN SOIL UNLESS SUCH FROZEN CONDITIONS IS OF A SKYLIGHT =0.55 MAX.U-FACTOR 0.4 SHGC WINDOWS,SKYLIGHTS,&DOORS SKYLIGHTS&FRAMING SHALL BE SEALED. ACID ETCHED,SANDBLASTED,CERAMIC-FIRED,EMBOSSED MARK,OR SHALL BE OF A TYPE WHICH PERMANENT CHARACTER, 1. NEW ATTIC&CRAWL SPACE ACCESS HATCH/DOOR SHALL BE INSULATED TO THE RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED, R-VALUE OF THE ATTIC INSULATION&WEATHERSTRIPPED TO PREVENT AIR INFILTRATION. FLOOR FRAMING CAVITY INSAATI11.SHALL BE INSTALLED TO MAINTAIN S PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING,OR EXCEPTION R 408 UNDER FLOOR SPACES 2. CEILING JOISTS SHALL BE 2 X 12 W/2 X 4 PERPENDICULAR BUILT UP SO THAT THE INSULATION IS FLOORS(INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO BE IN CONTACT 1.FOR OTHER THAN TEMPERED GLASS,LABELS MAY BE OMITTED PROVIDED THE CODE NOT COMPRESSED FROM THE SUBFLOORING. GARAGE&CANTILEVERED INSULATION VWTH THE TOP SIDE OF SHEAIIHING,OR CONTINUOUS INSULATION INSTALLED ENFORCEMENT OFFICIAL APPROVES THE USE OF A CERTIFICATE AFFIDAVIT OR OTHER -R 408.1 VENTILATION,THE MIN.NET AREA SHALL NOT BE LESS THAN 1 SO,FT,FOR EACH 150 SO.FT. FOOS) ON THE UNDERSIDE OF FLOOR FRAMING&EXTENDS FROM THE BOTTOM TO UNDER FLOOR SPACES THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. EVIDENCE CONFIRMING COMPLIANCE WITH THIS CODE. -R 408.3 FOUNDATION ACCESS COMPRESSED FROM THE GYP.BD. AS AN ALTERNATIVE TO INSULATING FLOORS OVER CRAWL SPACES,CRAWL SPACE OPENING 18'x 2a'SHALL BE PROVIDED FOR UNDER FLOOR SPACES. 3.CATHEDRAL CEILINGS SHALL BE 2 X 12 OR FURRED DOWN SO THE INSULATION IS NOT 2.TEMPERED SPANDREL GLASS MAY BE IDENTIFIED BY THE MANUFACTURER WITH A -R 408. OPENING FOR UNDER FLOOR VENTILATIONS THE MIN.NET AREA OF VENTILATION OPENINGS REMOVABLE PAPER LABEL EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WALLS SHALL BE PERMITTED TO BE INSULATED WHEN THE CRAWL SPACE IS NOT SHALL NOT BE LESS THAN 1 SO.FT.FOR EACH 150 SO.FT.OF UNDERFLOOR SPACE AREA.ONE 4.VENTED ATTIC SPACES SHALL HAVE A 1'AIR BAFFLE INSTALLED TIGHT TO THE UNDERSIDE OF THE CRAWL SPACE WALLS COVERED WITH A CLASS I VAPOR RETARDER WITH VENTED TO THE OUTSIDE.CRAWL SPACE WALL INSULATION SHALL BE -R 30811 IDENTIFICATION OF MULTIPLE ASSEMBLIES,MULTI-PANE ASSEMBLIES HAVING INDIVIDUAL SUCH VENTILATION OPENING SHALL BE WITHIN 3' OF EACH CORNER OF THE BUILDING. ROOF SHEATHING FROM THE VENTED SOFFIT TO A DISTANCE ABOVE THE CEILING INSULATION. OVERLAPPING JOINTS TAPED. PERMANENTLY FASTENED TO THE WALL AND EXTEND DOWNWARD FROM THE PANES NOT EXCEEDING 1 SO.FT.IN EXPOSED AREA SHALL HAVE AT LEAST ONE PANE IN THE VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH AND OF THE FLOOR TO THE FINISHED GRADE LEVEL AND THEN VERTICALLY AND/OR ASSEMBLY IDENTIFIED IN ACCORDANCE WITH SECTION R 308,1 ALL FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING SHALL NOT 5.FLOOR JOISTS SHALL MAINTAIN INSULATION TIGHT TO UNDERSIDE OF SUBFLOORING. HORIZONTALLY FOR AT LEAST AN ADDITIONAL 24 INCHES.EXPOSED EARTH IN OTHER PANES IN THE ASSEMBLY SHALL BE LABELED 16 CFR 1201. UNVENTED CRAWL SPACE FOUNDATIONS SHALL BE COVERED WITH A CONTINUOUS EXCEL CLASS I VAPOR RETARDER ALL i',TS OF THE VAPOR RETARDER STALL OVERLAP 6.SLAB ON GRADE FLOOR SHALL HAVE R-10 MIN.RIGID INSULATION INSTALLED UNDER ENTIRE 1.PERFORATED SHEET METAL PLATES NOT LESS THAN 0,070'THICK FLOOR&ENTIRE INTERIOR FOUNDATION WALL WITH 6 MIL CLASS'1'VAPOR RETARDER. BY 6 INCHES AND BE SEALED OR TAPED.THE EDGES OF THE VAPOR RETARDER R 307,1 SPACE REQUIRED: 2.EXPANDED SHEET METAL PLATES NOT LESS THAN 0.047'THICK SHALL EXTEND AT LEAST 6 INCHES UP THE STEM WALL AND SHALL BE -FIXTURES SHALL BE SPACED AS PER FIGURE R 307,1 AND SECTION P2705.1 3,CAST IRON GRILLS OR GRATING OVERLAPPED 6'MIN.AND TAPPED ATTACHED TO THE STEM WALL -BATHROOM FIXTURE SPACES FOR THE FOLLOWING TUB,TOILET,LAV.AND SHOWERSs 4.EXTRUDED LOAD-BEARING BRICK VENTS 7.DWE_UNG SEPARATION WALLS SHALL BE MIN.R-13&SEALED AIR TIGHT-WHERE APPLICABLE SHAFT PENETRATIONS DUCT SHAFTS,UTILITY PENETRATIONS,&FLUE SHAFTS OPENING TO -21 MIN,IN FRONT OF TOILET,LAV, 5.HARDWARE CLOTH OF 0.035'WIRE OR HEAVIER INSULAT SHALL BE FIRE RATED AND ALL PENETRATIONS FIRE STOPPED. EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. -4 MIN,BETWEEN LAV.AND TOILET 6.CORROSION-RESISTANT WIRE MESH,WITH THE LEAST DIMENSION;BEING BAITS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR NARROW CAVITIES SHALL -2' ULATION THAT ON INSTALLATION READILY CONFORMS TO THE -15�MIN,BETWEEN TUB AND LAV,OR TOILET 8.SILL PLATE TO FOUNDATION CONNECTION SHALL HAVE SILL INSULATION OVER TERMITE SHIELD. NARROW CAVITIES BE FILLED BY INSMIN,BETWEEN CENTER OF TOILET AND WALL OR TUBS EXCEPTIONSi AVAILABLE CAVITY SPACE. -24'MIN,IN FRONT OF SHOWER OPENINGS THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO 1/1500 OF THE 9.PROVIDE SOLID BLOCKING CAULKED OR SPRAY FOAMED AT CANTILEVERS. UNDER-FLOOR AREA WHERE THE GROUND SURFACE IS TREATED WITH AN APPROVED GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE& R 307,2 BATH AND SHOWER SPACE, VAPOR RETARDER MATERIAL AND THE REQUIRED OPENINGS ARE PLACED SO AS TO 10. WHEN INSTALLING A DOUBLE HEADER IN A 2 X 4 STUD WALL,INSTALL I'RIGID INSULATION-2 X 6 CONDITIONED DACE -BATHTUB AND SHOWER FLOOR AND WALLS ABOVE BATHTUB WITH INSTALLED SHOWER HEADS PROVED CROSS-VENTILATION OF THE SPACE.THE INSTALLATION OF OPERABLE STUD WALL,INSTALL 1'RIGID INSULATION OVER THE HEADER OR BETWEEN THE HEADERS.RIGID RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE AND IN A SHOWER COMPARTMENT SHALL BE FINISHED WITH A NONABSORBENT SURFACE.SUCH LOUVERS SHALL NOT BE PROHIBITED. INSULATION SHALL HAVE FLAME SPREAD INDEX OF 25 OR LESS WITH A SMOKE DEVELOPMENT ENVELOPE SHALL BE SEALED TO THE FINISHED SURFACE SHALL BE AIR TIGHT&IC RATED. INDEX OF 450 OR LESS WHEN TESTED ASTM E 84. WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6'-0 ABOVE THE FLOOR. PLUMBING&WIRING BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING&PLUMBING R 502.8 DRILLING AND NOTCHING 11. CORNER STUDS WHEN NOT SOLID SHALL BE FILLED WITH SPRAY FOAM&HOUSE WRAP SHALL BE IN EXTERIOR WALLS,OR INSULATION THAT ON INSULATION READILY CONFORMS R 311 MEANS OF EGRESS -STRUCTURAL FLOOR MEMBERS SHALL BE CUT,BORED OR NOTCHED IN EXCESS OF THE EXTENDED BEYOND THE CORNERS OF BUILDING TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING&MIRING. -R311.2 EGRESS DOORS 32 INCHES IN WIDTH AND 78,IN HEIGHT LIMITATIONS SPECIFIED IN THE SECTION.SEE FIGURE R502,8 SHOWER/TUB ON THE AIR BARRIER INSTALLED AT THE EXTERIOR WALLS ADJACENT EXTERIOR WALLS ADJACENT TO SHOWERS&TUBS SHALL BE INSULATED. -R311.6 HALLWAYS WIDTH NOT BE LESS THAN 36' -502.8.1 SAWN LUMBER,NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT 12. RECESSED LIGHTING SHALL BE INSTALLED IN IC RATED CAN SEALED TO DRYWALL EXTERIOR WALL TO SHOWERS&TUBS SHALL SEPARATE THE WALL FROM THE -R 311.7 WIDTH STAIRWAYS SHALL NOT BE LESS THAN 36'IN CLEAR WIDTH AT ALL POINTS ABOVE EXCEED ONE-SIXTH OF THE DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN ONE-THIRD OF 13. SUPPLY/RETURN DUCTS SHALL BE SEALED WITH MASTIC OR 3M HVAC TAPE.DUCTS IN SHOWERS&TUBS. THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE UNCONDITIONED SPACE SHALL HAVE MIN.R-8 INSULATION.DUCTS SHALL BE SEALED TO GYP.BD. ELECTRICAL/PHONE BOX ON THE AIR BARRIER MALL BE INSTALLED BEHIND ELECTRICAL OR SHALL NOT PROJECT MORE THAN 4,5'ON EITHER SIDE OF THE STAIRWAY AND THE MIN,CLEAR SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH THE DEPTH OF OR SHEATHING WITH CAULK OR SPRAY FOAM.AIR HANDLER&FILTER BOX TO BE SEALED. EXTERIOR WALLS COMMUNICATION BONS OR AIR-SEALED BOXES SHALL BE WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND THE MEMBER.THE TENSION SIDE OF MEMBERS 4'OR GREATER IN NOMINAL THICKNESS SHALL INSTALLED. LANDINGS,SHALL NOT BE LESS THAN 27'WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS.THE DIAMETER OF THE HOLES BORED 14 WATER LINES SHALL HAVE MIN.R-3 INSULATION. HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE BUILDING THERMAL SHALL -R 311.72 HEADROOM,THE MIN.HEADROOM IN ALL PARTS OF THE STAIRWAYS SHALL NOT BE LESS OR CUT INTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE MEMBER.HOLES BE SEALED TO THE SUBFLOOR OR DRYWALL THAN 6'-8' SHALL NOT BE CLOSER THAN 2'TO THE TOP OF BOTTOM OF THE MEMBER,OR TO ANY OTHER 15. THE BUILDING ENVELOPE SHALL BE DURABLY SEALED TO LIMIT AIR INFILTRATION: -R 311.7.1 RISER HEIGHTo THE MAX.RISER HEIGHT SHALL BE 8 1/4' LOCATED IN THE MEMBER.WHERE THE MEMBER IS ALSO NOTCHED,THE HOLE SHALL NOT BE SPRAY FOAM BY'DOW"OR APPROVED EQUAL;CAULKED BY'OSI QUAD'OR APPROVED EQUAL- WHEN REQUIRED TO BE SEALED,CONCE40 FIRE SPRINKLERS -R 311,752 TRED LENGTH,MIN.TRED SHALL BE 9' CLOSER THAN 2'TO THE NOTCH. EXTERIOR;&TYVEK HOUSE WRAP&TAPE OR APPROVED EQUAL SHALL ONLY SEALED IN A MANNER THAT IS RECOMMENDED BY CONCEALED SPRINKLERS THE MANUFACTURER.CAULAING OR OTHER ADHESIVE SEALANTS - R 311.7.5.2 WINDER TREADS, MIN. TREAD DEPTH NOT LESS THAN 10' -ALL EXTERIOR WALL PLYWOOD SEAMS SHALL BE CAULKED OR SPRAY FOAMED SHALL NOT BE USED TO FILL�1 jS BETWEEN FIRE SPRINKLER MEASURED BETWEEN THE R 807,1 ATTIC ACCESSi -ALL TYVEK HOUSE WRAP SHALL BE OVERLAPPED 6'AND TAPED COVER PLATES&WALLS OR CEILINGS. VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS - ATTICS THAT HAVE HEIGHTS NOT LESS THAN 30' AND MIN 30' SF AREA -HOUSE WRAP SHALL BE FOLDED AROUND WINDOW&DOOR ROUGH OPENINGS&SEALED AT THE INTERSECTIONS PROVIDE 22' X 30' AND SHALL BE LOCATED IN A HALLWAY OR OTHER -WINDOW&DOOR SILL FRAMING SHALL BE FLASHED WITH SELF-STICK FLASHING OVER TYVEK -IWIft.-J51F3+,iH,e.O'IE,TWEN Ug W D$HL F*URVMV�-,;ASR •DNUEPITLI OF READILY HOUSE WRAP&EXTEND A MIN.6'UP STUDS ON BOTH SIDES. 'yT�Pk, ��•u�T����Q �" �TQ ACCESSIBLE LOCATION. LARGE EQUIPMENT REQUIRE PULLDOWN STAIRS -ALL OPENINGS BETWEEN WINDOW/DOOR JAMBS&FRAMING SHALL BE SPRAY FOAMED �1 rv� "Nfl1`�iRE�TE °' 'AN ,Yk%WKING OF THE NOSING �0 k,I }}CAL -INSTALL SELF-STICK FLAMING OVER WINDOW FINS SHALL NOT EXCEED ' ��L C%4LI1r40 ALL ROOF SURFACES TO A POINT NOT LESS -SPRAY FOAM OR CAULK ALL WALL CEILING&FLOOR PENETRATIONS THAN 24' FROM THE LINE THE -SPRAY FOAM OR CAULK RIM JOISTS WINDOW NOTES: -R 311.7,E LANDINGS AND STAIRWAYS � THERE SHALL BE A 36 CLEARANCE INTERIOR WALL OF THE BUILDING. -SPRAY FOAM OR CAULK WALLS&CEILINGS SEPARATING GARAGES&CONDITIONED SPACE FOR A LANDING AT TOP FIRE STOP PENETRATIONS R gkQ PWgp'I OF EACH STAIR WELL. -SPRAY FOAM OR CAULK STUDS BEHIND TUBS&SHOWERS 1.JOBS WITHIN 1 MILE FROM THE OCEAN ARE REQUIRED TO HAVE HURRICANE SHUTTERS. =RR3Ii2.§.1 FW.ROLIO�ESOWOS'BFSEWN.*'LIMgSEGPNgSSbWORW S$ii.:RWff Yk A R 1001.11 FIREPLACE CLEARANCE i -SPRAY FOAM OR CAULK KNEE WALLS CONTRACTOR MAY CREATE ALTERNATE STRUCTURAL PANELS AS PER RCNYS R301.2.1.2 kA� H s$_TJFIEEWT NEOtNAPRFVERTICAL IN TWELVE UNITS HORIZONTAL (8.3% - WOOD BEAMS , JOISTS AND STUDS SHALL HAVE A CLEARANCE OF NOT -SPRAY FOAM OR CAULK BEHIND ELECTRICAL BOXES,DUCT WORK,PIPES IN EXTERIOR WALLS SL®Ml?S, HEIGHT SHALL BE BETWEEN 38' MAX AND 34' MIN, LESS THAN 2' FRONT AND 2.ALL WINDOWS MUST MEET THE 2020 RCNYS EGRESS CODE,MIN.5.7 SO.FT.CLEAR OPENING SIDES. MIN 4' FROM REAR OF FIRE PLACE, 16, FRAMED FIREPLACE CHASES SHALL HAVE R-15 ROXUL OR APPROVED EQUAL NON-COMBUSTIBLE - R 311.8.2 LANDINGS REQUIRED A MIN. 3'-0 X 3'-0 LANDINGS SHALL BE FOR ALL BEDROOM AND SLEEPING AREAS. PROVIDED 1, AT THE TOP R 1003.18 CHIMNEY CLEARANCES, INSULATION INSTALLED TIGHT BETWEEN THE STUDS WITH RODS OR SIMILAR TO PREVENT EXTERIOR OF MASONRY WALL SHALL HAVE A MIN CLEARANCE OF 1 COLLAPSE AND BOTTOM OF RAMPS 2. WHERE DOORS OPEN ONTO RAMPS, 3. WHERE 3.THE CONTRACTOR MUST VERIFY ALL DOOR AND WINDOW SIZES IN THE FIELD.ARCHITECT WILL AIR SPACE. ALL AROUND RAMPS CHANGE 17 THE BUILDING SHALL BE TESTED AND VERIFIED FOR AN AIR LEAKAGE RATE NOT EXCEEDING(3) NOT BE HELD RESPONSIBLE FOR INCORRECT SIZES OF WINDOWS AND DOORS.ANY R 1001.10 HEARTH EXTENSION DIMENSION DIRECTION THREE AIR CHANGES PER HOUR.TESTING SHALL BE IN ACCORDANCE WITH ASTM E 779 OR 1827. DISCREPANCY IN DOOR AND EGRESS WINDOW SIZES MUST BE REPORTED TO THE ARCHITECT. R 311.8.3. HANDRAILS REQUIRED+ HANDRAILS SHALL BE PROVIDED ON AT - EXTENSION SHALL NOT BE LESS THAN 16' IN FRONT OF FIRE PLACE kE J 0 O §N� TF T 8'II EW.ACESi 18. BOILER/UTILITY ROOMS THAT HAVE FRESH AIR INTAKES TO THE EXTERIOR SHALL HAVE R-15 4.ALL WINDOWS ARE BASED ON 350 SERIES PELLA WINDOWS,ROUGH OPENINGS MAY WRSUI1�FTfFiHLE -T I AC H UL 127 AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. ROXUL INSULATION IN THE INTERIOR WALLS,R-30 BATT.IN THE CEILING.6 MIL VAPOR BARRIER, CHANGE DEPENDING ON WHICH PELLA WINDOW SERIES OR BRAND CONTRACTOR IS USING LJAL AFTIO�N�TE Yl7F(➢TSt�iKINGI�SALI H EXTERIOR AIR INTAKE FROM OUTSIDE OF BUILDING OR FROM SPACES WITHIN THE BUILDING CAULK ALL SEAMS&GASKET THE DOOR.INSULATE ALL WATER LINES AND DUCT WORK WITHIN IN THE FIELD. L.B ' VENTED FROM OUTSIDE AIR.CHASE SHALL BE FIRE STOPPED AT EACH FLOOR AND CEILING LEVELS. ROOM AS REQUIRED.COMBUSTION AIR DUCT MALL BE INSULATED TO R-8 WHERE IT PASSES TABLE R 401.4.1 THROUGH CONDITIONED SPACE.DIRECT VENT APPLIANCES WITH BOTH INTAKE&EXHAUST PIPES PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS CONTINUOUS TO THE EXTERIOR ARE EXEMPT FROM THESE REQUIREMENTS. TABLE R402.2 19. HEATING AND COOLING EQUIPMENT SHALL BE DESIGNED AND SIZED IN ACCORDANCE WITH ACCA MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MANUALS'BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL V. CLASS OF MATERIAL LOAD-BEARING WINiMUII S?LCiALI'HIWPRESSIVE SIFENGb PRESSURE(LBS PER SO.FT.) WEATHERING POTENTIAL 20. ALL NEW ELECTRICAL LIGHTING TO BE HIGH EFFICIENCY LAMPS;'LED'OR HIGH COMPACT TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE FLUORESCENT. CRYSTALLINE BEDROCK BASEMENT WALLS,FOUNDATIONS AND OTHER 2,500 2,500 2,500 c 21. PREPARE&MOUNT A PERMANENT CERTIFICATE NEAR THE FURNACE OR UTILITY ROOM SEDIMENTARY AND FOLIATED ROCK CONCRE710 f�OT EXPOSED TO THE WEATHER INDICATING: 1.WINDOW U-FACTORS,SHGC SANDY GRAVEL AND/OR GRAVEL(GW AND GP) BAS�WW4`r SLABS AND INTERIOR SLABS ON -2,500 2,500 2,500 c 2.R-VALUES OF EACH Project Title: GRADE, EXCEPT GARAGE FLOOR SLABS 3.DUCT&AIR LEAKAGE TESTING RESULTS 4.TYPE&EFFICIENCIES OF EQUIPMENT RESIDENCE SAND,SILTY SAND,CLAY SAND,SILTY GRAVEL AND CLAY GRAVEL 2' (SW,SP,SM,SC,GM&GC) BASEMENT WALLS,FOUNDATION WALLS, EXTERIOR 22. INSTALL A PROGRAMMABLE THERMOSTAT. 110 BRUSH HOLLOW CLOSE RYE WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000 d 3,000 d CLAY,SANDY CLAY,SILITY CLAY,CLAY SILT,SILT AND SANDY SILT I'SWOSED TO THE WEATHER 23. DUCT LEAKAGE TESTING SHALL BE PERFORMED BROOK NY (CI,ML,MH,&CH) PORCHES, CARPORT SLABS AND STEPS EXPOSED 2,500 3,000 If 3,500 d,e, FOR SL 1 POUND PER SQUARE FOOT=0.0479 kN/M 2 TO THE WEATHER, AND GARAGE FLOOR SLABS Drawing Name: a.WHEN SOIL TESTS ARE REQUIRED BY R401.4,THE ALLOWABLE BEARING CAPACITIES OF PROPOSED SECOND THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. TABLE R507,9.IIZC1( LEDGER CONNECTION TO BAND b.WHERE IN PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 n.STRENGTH AT 28 DAYS PSI b.SEE TABLE R301,2(1)FOR WEATHERING POTENTIAL (DECK LIVE LOAD=40IISIF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSF) FLOOR PLAN PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL c.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION JOIST SPAN Date: Drawn By. BE DETERMINED BY THE SOILS INVESTIGATION. 11/8/2024 KJL SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOONOTE d. R 402,2 CONCRETES d.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT CONNECTIONS DET Ira6T AND L UT TO ISTT TO 1 f CrFT TO 1 f3FT TO 49 TT TO TT TO FT Scale: Checked BY: -MATERIAL USED TO PRODUCE POUR CONC.SHALL COMPLY WITH ACI 318.CEMENT MUST ALSO BE LESS THAN 5%OR MORE THAN 7%, AS NOTED ASB e.SEE SECTION R402.2 FOR MAXIMUM CEMENTITIOUS MATERIALS CONTENT. J' DIAL LAG SCREW WITH COMPLY WITH ASTM C 1157 CONCRETE SHALL HAVE CONCRETE SUBJECT TO WEATHERING AS �' MAX. SHEATHING 30 23 18 15 13 11 10 AS Project No. Sheet No. Of INDICATED IN TABLE 301.2(1) SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2 f. FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT(PERCENT B) 2 3 BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED COMPRESSIVE DIA.LAG BOLTS WITH 36 36 34 29 24 21 19 ENGINEERING Seal: Drawing No: STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4000 PSI. MAX, SHEATHING R 40314 MINIMUM DEPTH OF NEW -ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 BELOW THE UNDISTURBED GROUND �' DIAL LAG BOLTS WITH �� ro • E 4207,2 GROUND FAULT AND ARC-FAULT CIRCUIT INTERRUPTER PROTECTION: 36 36 29 24 21 18 16 y�P oat'"S. SURFACE.WHERE APPLICABLE,THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS -GFCI BATHROOM RECEPTACLES ALL 15 AND 20 AMP RECEPTACLES SHALL BE GFCI 1 MAX. SHEATHING 1924 Bellmore Avenue R403.1.4.1 THROUGH R403.1.4.2 A -2 Bellmore,New York 11710 = W Phone:(516)785-4200 �o 077439 �? Fax:(516)785-9148 FESsIo`'P� w•wigs pa c 1-■r a:sTm w vRwmt Ima r m>, To FMST,.a RIDGE TENSION STRAP(20 GA.X 1 1/4')'SIMPSON' Ian w.wcas roc 2 CS20-IN LIEU OF TENSION STRAP CAN USE 2'X -•� _• r+� 6->.x■rranm 4'COLLAR TIE AT EVERY RAFTER (COLLAR TIE TABLE 3.1 NAILIN6 5GHEOULE TABLE 3b RID6E CONNECTION FOR WIND LOADS TAM 3.11 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOAD5 MUST BE IN TOP 1/3 DISTANCE OF ROOF HEIGHT TABLE A-3.4 UPLIFT STRAP CONNECTION REQUIREMENTS STUAr LcirsTll +-� JOINT DESCRIPTION RIMBER OF C0MMION NAIL5 NAIL SPACING FROM TOP OF RAFTER TO PLATE) CUT„,� ► ROOF-TO-WALL,WALL-TO-WALL,WALL-TO-FOUNDATION ROOF FRAr11N6 DEAD LOAD ROOF/CEILING=10 P5F EXPOSURE B (PRE5MPTIVE ALTERNATIVE TO TABLE 3.4) EXPOSURE B LOAD ��� DEAD LOAD ASSUMPTIONS,ROOF A55EhBLY DL=IS PSF RAFTER TO TOP PLATE(TOE-NAILED) (5EE TABLE 3.4N PER RAFTER 3 SEC WIND 6UE5T 120_T 130 140 CZLIN15 J015T TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4N PER JOIST ' �--•i r � l00 YR.WIND SPEED 3 SECOND GUST(MPH) 120 MPH 130 MPH 140 MPH CEILING J015T TO PARALLEL RAFTER(FADE-NAILED) (SEE TABLE 3AN EACH LAP ROOF ROOF CAPACITY OF CONNECTION(PLF) FRAMING NUMBER OF 80 COMMON NAILS OR IOD CEILIN6 JOIST LAP$OVER PARTITIONS(FACE-NAILED) (5EE TABLE 3AN EACH LAP PITCH SPAN _ SPACES ROOF SPAN(FT) BOX NAILS IN EACH END OF I-1/4'STRAP RAFTER TO TOP C (PA COLLAR TIE TO RAFTER GE-WAILED) (SEE TABLE 3b) PER TIE BLOCKING TO RAFTER(TOE-WULEO) 2-80 EACH END 12' 105 136 169 RIM BOARD TO RAFTER 00-NAILED) 2-160 EACH END 16, 141 02 226 RAFTE• 20, Ilb 22l 282 Ib 1 1 2 BELOW 3:12 24' 211 212 33q =�; 20 I 2 2 12 INCHES 24 1 2 2 SIMPSON'H2A (5)8D W.I.: 't 28' 24b 316 345 ,-•- •I 28 1 2 2 (SEE_: AD-) \' TOP PLATE TO TOP PLATE(FACE-NAILED) 2 IbD1 PER FOOT 32' 2bl 363 452 DOUBLE PL , 1 TOP ATE5 AT INTER!' TION5(FADE-NAILED) "D JOISTS 32 2 2 EACH 51DE :V�-o^•;v ".♦- 2 TOP PLAT: I STUD TO STUD(FACE-NAILED) 2-16D 24'O.G. 36' 316 40c1 506 r 36 2 2 5 FADER TO HEADB2(PACE-HAILED) 160 16'O,G.ALONG ED6E5 12' 8b 113 13q r - I:--l ;r ,. 16, II8 150 186 r �' - "'r 12 1 2 2 SIMPSON STRONG TIE • TOP OR BOTTOM PLATE TO STUD(W-NAILED) 2-160 PER 2X4 STUD 20' 141 Ibb 232 !' - !'+'� 16 1 2 2 RAFTER 3-16D PER 2X6 STUD 4:12 '•i'-0•rr.---•Ip• • CONNECTION MODE 24' Ilb 226 21q "- Ib INCHES 20 2 2 2 H2A PL D IWL SPALRG AT PA18 ED6E5(aJ 4460 PER 2Xb STUD 26' 206 263 325 24 2 2 3 TRANSFER LOAD FROM E- BOTTOM ATE TO FLOOR JOIST,BAD JOIST, 32' 235 301 312 r PAIL 5PArals AT mea»ouTE%FF O M Iw TIE PANS M.05 fW! 28 2 3 BV-015T OR M=IN5(FACE-NAILM) 2-I6Di, F'ER FOOT 36' 264 33b 418 32 2 3 3 SECOND FLOOR TO 12' bq 88 IOq 362 3 3 FIRST FLOOR RAFTER TO STUD STRAP CONNECTION FLOOR FRAMING lb- q2 118 14b 20' 115 141 02 TABLE 3.I0A ROOF SHEATHING ATTACH ENT REQUIREMENTS FOR FUND LOADS JOIST ro SILL,TOP PLATE OR GIRDER(TOE-NAILID) 4-bD PER JOIST 24� 138 ITI 219 'SIMPSON'CS20 BRIDGING TO JOIST(TOE-NAILED) 2-BD EACH END - (SEE DETAIL) BLOCKING TO JOIST(TOEANLED) 2-8D EeiC11 Bp 5:12 28. IN 206 255 ► r TABLE A-3b RIDGE TENSION STRAP CONNECTION REQUIREMENTS �w:1°t BLOCKING TO SILL OR TOP PLATE(TOE-NA LED) 3-16D EACH BLOCK 32' 164 23b 2q2 , • , , (PRESCRIPTIVE ALTERNATIVE TO TABLE 3b) LED6ER STRIP TO BEAM(FACED-NAILED 3-Ibo EACH JOIST 36' 201 265 32b ®®® EXPOSURE B 5/8'0 HOOKED ANCHOR TYPICAL PLYWOOD SHEARWAL6.■� JOIST ON LED6ER TO BEAM(TOE-NAILED) 3-8D PER JOIST 12' b3 81 qq -, � � BOLT-MIN.7' ,W,+„. BAND W15T TO JOIST OID-NALED) 3-_w PER JOIST ,•••. , DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY OL=15 PSF EMBEDMENT IN CONCRETE w a MW TO'"L BAND JOIST TO SILL OR TOP PLATE(TOE-WILED) 2-16p PER FOOT i6' 108 133 OR CONCRETE BLOCK- STUD TO RIM .m't,e."°^� 20' 106 135 Ibb ��t�ti�t.���� '100 YR-WIND SPEED 3 5ECOND 5u5T(MPH) 120 MPH 130 MPH 140 MPH PROVIDE 3'X3'X9/64'SO. JOIST TO SILL w r�ws mr 24' 121 162 Iqq _ om ROOF SHEATHING b:12 28' 146 18b 232 NLR'BER OF 9D COMMON NAILS OR IOD BEARING PLATE AND ■,m Y,w ROOF PITGli ROOF SPAN(FT) BOX NAILS IN EACH END OF 1-1/4'STRAP WASHER AT EACH BOLT �....��... STRUCTURAL PANEL$ 8D (5EE TABLE 3.10) 32, I6q 215 265 [7l!lt��l��7KOAP 2 CSIMPSON'LBPS 112)- (�UIp ACS20 DIA60HAL BOARD SHEATHING 36' NO 242 2q8 [] lMt,3t]t][� EEEE IILL I'Xb'OR I'x 81 2-8D PER SUPPORT r_ •1 [][�<�<7"7L7t] 12 I 2 ANCHOR BOLTS TO BE I'XIO'OR ROM 3 8D PER SUPPORT 12 62 16 g4 I���[7[�Iff-MKIMKIMff7tf 16 2 2 2 SPACED AS PER 16' b2 102 125 20 2 3 3 REQUIREMENT NOTED C]�t�lL'1•C���7 SILL PLATE ANCHORAGE GEILING SHEATHING 1:12 20' 106 121 156 .- . �L��itY7[.>•■G7�:711r7111-3 3:12 24 2 3 3 (SEE DETAIL) RAFTER (AS NOTED ON PLANS) TO 24' 144 153 21 �GP�I��vl�[•�"1 38 3 3 4 MINIMULZZ SILL TO FOUNDATION GYPSUM WALLBOARD 5D COOLERS 1'EDGE/10'FIELD 12:12 28' 114 I78 218 i_G1•[7l)�'�7<%�t7[� 32' 164 204 25O -�:� :err^r•�� -�•�. a+rr �� .r����t;�t;�t�t;�t;� 36 3 5 IMPSON STRONG TIE RAFTER 4 EMBEDMENT :• .r I Y14L 5efA11 3f�' 185 22q 281 rMSPA=0M r •': c `7'%--• :r. •�ri 12 I 1 2 ca was�c c Y (ON 8DC NAOILSODEL N0. H2.WOOD STRUCTURAL PANELS 8D (5EE TABLE 3.11) �n. _ Ib I 2 20CAM stm sTv�vFIBERBOARD PAb®S1/2' II 6A 6ALV ROOFING NAIL 3'E06E/b'FIELD - 20 2 2 3IRDER(AS NOTED ON PLANS) 25/32' 16A 6ALV ROOFING NAIL 3'EDGE/b'FIELD AT PANS WGIE AU 4:12 24 2 2 6YPSIIM WALLBOARD SD COOLERS l'EDGE/10'FIELD TABI E 3.4 RAFTER FRAMING TO HALL EXP05L RE B AT WOWDIATe SFiVRTS a TW PAIR PELDS AU 28 2 3 3 M UE AT•m ". HARDBOARD bD (SEE TABLE 3.10 CONNECTION FOR WIND LOADS 32 2 3 4 wr To�ncM a ,1 -.I PARTICLEBOARD PALLS 8D (SEE MANFAGTUZM DEAD LOAD ROOF/CEILIN6=15 PSF 36 5 3 4 ,LGFI"- 1�%�II DIA60N&BOARD SHEATHING Ow I�;! CONTINUOUS LOAD PATH I'Xb'OR I'x8' 2-60 PER SUPPORT I ALL ITEMS ARE c°5 PER 51MP50N STRONG-TIE' N.T.S. 'x lo•OR DER 38D PER SUPPORT 3 SEC WIND 6t)Esr 120 130 140 Ib 1 1 1 FLU , X 8' SQUARE FIBERGLASS f,Oh1PAHY.ALL SPECIFIED FASTENERS MUST BE COLUMN sas.ruTs A: FLOOR SHEATHING RAFTER ROOF LAT.Sf.M CAT.Si LAT.5W.M INSTALLED AS PER MANUFAGTURER5 REQUIREMENTS 5:12 20 1 2 2 calm DRAWING IS DIAGRAMMATIC ONLY AND 4 X 4 P e: _ o u�LEAD Law AND GUIDELINES. THIS 5CHEVULE TO 13E COORDINATED 242 2 2 IS NOT REFLECTIVE OF ACTUAL STRUCTURAL PANELS 5PAG1 u�Law Law �Law LOAD WITH THE LOAD PATH DIA6RAM ON THI5 DRANNG. 28 2 2 3 MEMBER SIZES OR TYPES.FOR THIS I CS20 STRAPING I'OR LESS 80 6'EDGE/12'FIELD 12' 110 q4;500 CIO Ills 5b# 123#120 bb# 32 2 2 3 PARTICULAR PROJECT SEE FLOOR �I' 1 � SAB-SIMPSON ANCHOR BOLT 8' 6REATER THAN If lop 6'ED6E/b'FIELD 16, 83# 113# 146# 36 3 3 3 amrt To su m�rnoc PLANS AND SECTIONS. OL460NAL BOARD SHEATHING 20' qb# 131# I1011, ALL N154 KA L CONSTRUCTION 5HAL.L BE CAPABLE OF MIN EMBEDMENT I'Xb'OR 1'*' 2-81) PER SUPPORT T AGCOMMODATIN5 ALL LOADS IMPOS AGGORDI', TO 12' 24' 110 1 Iq3# ED SECTION R301 OF THE RESIDENTIAL CODE OF NEW PORK 12 1 1 I I'XIO'OR WIDER 3-8D PER SUPPORT ' 121# I61## 211 AND OF TRAN5MITTIN6 THE RESULTING LOADS TO THE Ib 1 1 2 4x4 ACC POST 32' 134# 188# 241a 32 20 I 2 2 (1)o V■.s c ■ 36' 147# 204# 265# SUPPORTIVE STRUCTURAL EI�F®JT5. 24 2 2 3I STM sTa�r c m'"` 6:12 MaDEL N Posr AMC-ANC••- AM M rou 12' q5#1260 bb# 128#148#18# 164#Ill# q0# GENERAL CONTRACTOR SHALL FOLLOW ALL THE 38 2 2 3 �a N�Aeasµ c6)L6D i *� ••• C:i-r 16' III# 151# Iq5# REQUIREMENTS IN ACCORDANCE WITH THE FASTEi�R RAFTER TO HEADER STRAP CONNECTION ABLE 3.2B BOTTOM PLATE TO FOUNDATION GONNEGTIONS(ANCHOR BOLTS) Ib' 20' 128# Il5# 226# SCHEDULE FOR STRUCTURAL MEMBERS(TABLE Rb02 3(U 36 2 2 RE515TING LATERAL AND SHEAR LOAD5 FROM WIND-EXPOSURE B 24' 145# Iqq# 258# OF THE RESIDENTIAL CODE OF HEW YORK STATE AND •':c THREE SECOND 5U5r - :.a WIND SPEED(MPH) 140 MPH 28' Ib2a 223# 2q0# T1$°�E DRAYdI�. 16 1 1 2 2•NM coc n� ,..... 32' Ilga 2489 3220 36' Iqb# 2120 354# 1:12-12:12 20 1 2 2 s>� � BOTTOM PLATE O E'•ION RJE FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING(IN) 24 2 2 2 ANCHOR BOLT coNr�CnoN RESISTING 12' lbl#18g#gq# Iq 1 222#Ill# 242#25l#135# 5TRUGTURAL TABLE INFORMATION: 28 2 2 2 POST TO FOOTING DETAIL Ib' Ibl# 22l# 2q2# "ANCHOR BOLTS 20' Iq2# 263111 33q# FOR PROP05ED WORK 32 2 2 3 4n# 2qg# 3ela 362 2 3 ENGINEERING LATERAL AND SHEAR LOADS 1-3 STORIES 24' 2 24' 2' 243a 334# 434a ALL INFORMATION TAKEN FROM THE RESIDENTIAL CODE OF (6)8D NA 2 X 6 PLATE 5"ANCHOR BOLTS 32, Ibba 311a 482a FLEW YORK,LATEST EDITION /;r CMMML PW 42 36' 2q4# 4ob# 530# FLOOR J015T5: :: >�--OUT GIRDER AS 1924 Bellmore Avenue TABLE R50'1.2 DECK LED6ER CONNECTION TO BAND J915T G PLAN TABLE R5023.1(2)` (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 P5F,` 1 LOAD<_40 PSF) � I � SIMPSON STRONG-TIE Bellmore New York 11710 '• MODEL#H6 ' TABLE 3.qA RAFTER/GEILINO J015T HEEL JOINT GONEGTION REQUIREMENTS �`'1 °'L LIVI- AREAS, JOIST SPAN 4x4 ACO P ' Phone:(516)785-4200 TABLE 22A UPLIFT CONNECTION LOAD FROM HIND LIVE LOAD 40 P.SF,DEAD LOAD 20 P.S.F. (ROOF TO WALL,WALL TO WALL,I WALL TO FOUFDATIOW DEAD LOAD ASSUMPTIONS,ROOF ASSEMBLY DL=10 PSF GO NECTION5 DETAILS. 6FT AND LE95 &FT TO 8FT 8FT TO IOFT IOFT TO 12FT 12FT TO 14F 1 14FT TO 16FT IbFT TO 18FT (6)8D NAILS Fax: 516 785-9148 SPECIES,d 6RADE:DOU6lA5 FIR LARGH#I OR BETTER ( EXP05LRE B ROOF LIVE LOAD w1PaR11.1,SNON LOAD VIA.lA6 SCREW WITH ar a.:�rrct i•rrrtrc awl 20 PSF 30 P5F 50 P5F 10 F 5F CEILING J015T5: ��MAX.5 EATHI't. 30 23 18 15 13 11 10 POST TO GIRDER TRAFTE` 3 SEC WIND GUEST 120 130 140 ROOF SPAN(FT) 'DNA.LA6 BOLTS WITH DEAD RAF CAPACITY OF GO``•t CTION(ELF) 12 2a 36 12 24 36 12 24 3b 12 24 36 TABLE R802.4(2) } 36 36 34 2q 24 21 Iq LOAD SPAN RAFTER RAFTER REQUIRED NUMBER OF I6D COMMON OR 400 UNINHABITABLE ATTICS WITH LIMITED STORAGE, )!� SFEATHIN6 12' 121 160 IqbPE SPACING BOX NAILS PER HEEL JOINT CONNECTION LIVE LOAD 20 P.SF.,DEAD LOAD 10 PS.F. }, (s)eD N 24' 201 254 313 12 3 SPECIES d GRADE:DOU6lA5 FIR LARCH#I OR BETTER D��'BOLTS WITH 36 36 2q 24 21 IB Ib I'MAX.SFIEATHIN6 5 8 3 b q 5 q 13 b 12 I7 HEAD f'.► 10 P5F 36' 2lb 351 433 I6 4 1 10 4 8 12 b 12 11 8 15 23 I 'e 351 441 552 3.12 Iq.2 4 6 12 5 10 14 1 14 21 q 16 21 RAFTERS: (gyp' 42b 544 b12 24 5 10 15 b 12 18 q 11 26 12 23 34 'TI� 12' q5 128 164 RAFTER N STRONG TIE TABLE R802S.1(4) RAFTER 24' 145 1q8 251 12 3 4 6 3 5 1 4 1 10 -5 q 13 CEILIN6 NOT ATTACHED TO RAFTERS, CONNECTION MODELRAFTER TO HEADER STRAP CONNECTION 15 P5F 'e 1q6 211 353 lq 3 5 8 3 b q 5 q 13 6 12 1-7 _-o.'',r SNOW LOAD 50 P.S.F.OR LESS, H2A 48' 24l 345 448 4:12 I q 2 3 6 q 4 1 11 6 11 16 1 14 21 DEAD LOAD 10 P.5.F. 60, 2q8 416 544 24 4 g 11 5 q 13 1 13 Iq q 11 26 12' 63 qb 132 5PEGIE5 d GRADE:DCUGLAS FIR LARCH#1 OR BETTER RAFTER TO STUD 24' 8q 143 201 12 3 3 5 3 4 b 3 b 6 4 1 11 (6)8D NAILS PER I J'X 20 6A6E STEEL 5TRAP 36' Itb Iq2 213 5:12 16 3 4 b 3 5 14 1 11 5 q 14 EA.Ib'O/G ON CENTER . 144 240 345 Iq.2 3 5 13 6 q 5 q 13 6 11 11 20 PSF 48 Project Title: T� 60, rn leg 4n 24 3 b q 4 1 11 b I I Ib 1 14 21 TARE R3t71'1 TAeu R3o15 OF THE RESIDENTIAL GORE OF NE:W YORK STATE: RESIDENCE 011 narlbers above are mulLlp W x 133 For Ib'O.G.5pal►iq 12 3 3 4 3 3 4 3 4 6 3 5 8 ALLOWABLE DEFLECTION OF STRUGTURAI- MIN.UNIFORM DISTRIBUTED LIVE LOADS lb 3 3 5 3 4 5 3 5 8 4 , to ROOF FRAMING 2 x 4 CRIPPLE 110 BRUSH HOLLOW CLOSE RYE 1:12 Iq.2 3 4 5 3 4 b 3 6 q 4 8 12 STRucTURAL MEMBER ALLOWABLE USE 24 3 DEFLECTION LIVE LOAD DOUBLE TOP PLATE �5TUD5 Ib'O.G. 5 1 3 5 8 4 8 II 5 10 15 BROOK NY RAFTERSHAVING 5LOPE5 GREATER UNINHABITABLE ATTICS•�TN1Gl)T STORAGEr IO pSF 12 3 3 3 3 3 3 3 3 5 3 4 6 THAN 3/12 WITH NO FINISHED COLIN5 LA&O Ib 3 3 4 3 3 4 3 4 6 3 5 8 ATT�'f�TO RAFTED UNINHABITABLE ATTICS NTH STORAGE o q:12 Iq.2 3 3 4 3 4 5 3 5 1 3 b Cl 20 p5F Drawing Name: TAELE 3.4A RAFTERACEIUNG J1 AST TO TOP PLATE LATERAL 24 3 4 5 3 4 b 3 b q 4 8 12 IINT13110R WALLS AND PAIZTITt(7P5 H/180 HABITABLE ATTIC°:.STAIN SERVED WI FI)®7 STAIRS 30 PSF r PIS.OPOSED SECOND AND 5fEAR CONNECTION R5WREPBNTS OPRE cr�PnVE ALT844AT 3 3 3 3 3 3 3 4 3 1vE TO TABLE 3.4) 12 3 Rom' L 'O 40 PSF FLOOR PLAN 3 5 BALCONIES(EX'TERIOR}DEf.KSic f Ib 3 3 3 3 3 3 3 3 5 3 4 b CEIL1N65 NTH BRITTLE FINISHES L/36o 2 Drawn B FP6TE5T MILE WND SF�D(FF7U 12:12 Iq.2 3 3 3 3 3 4 3 4 b 3 5 1 (INCLUDING PLASTER AND 5TUG40) FIRE ESCAPES 40 F9F X 4 STUD I6'O.G. Date: 11/8/2024 Y KJL 110 1 120 130 1 140 24 3 3 4 3 3 5 3 5 1 3 b q RAFTERACEILIN5 WALL HEIGHT N)MBB2 OF bD COIHM1 N NAILS (�INC.LUDIN6 6YP5UM BOARD) V240 GUARDRAILS AND HANDRAILSo 20f7�P5F J01155T AND RAP UNDER MUD 51 PPIW_7T0 RUN ONTO RIM ,• •,•1,c„ Scale: Checked BY: _ AS NOTED ASB 1015r 5f'AUN6 (FT) (TOE-NAILED)LED)RE R IREV09LI IN EACH ALL OT49RS 5TRIXTU2AL P�F'1E�5 L/240 GUARDRAILS IN FILL C0h7R7I�fi5. 50 PSF STUD AT IOWALL BELOW i TWD 5T��'STORY)OR , Project No. Sheet No. Of ON) RAFTER TO R OR GEILINS JOIST PA5-eCER Vg.U�c9A�� 6520 STRAPPING(20 GAJ6E)COIL 1 3 ro TOP PLATE Ga�ccTION 12 b-10 2 2 2 3 NTH PLASTER OR 5TU000 FINISH ROOP•S OTHER THAN SLEEPING ROOM5 40 PSF _ 1 i _ _ 5TOGK TO BE A MIN.OF 12°ON Seal: Drawing No: -- --- FRAMING MIN.(b)80 NAILS USE I 8 2 2 3 3 EXTERIOR WALLS MIND LOAD5^ H/120 SLEEPING ROOM PSF ■�■�-� -■NI X 20 6A6E STEEL_5TRAP of:NEW Ib 10 2 2 3 3 WITH BITTLE FINISHES c� rp 8 3 3 4 5 LINTELS SUPPOR•'ING RA50MZY VEF� Vb00 STAIRS 40`PSF NO SPECIAL UPLIFT yqP 24 l0 3 3 4 5 WAI.I x IGOTM GAS REQUIRED A-3 1, m r�F 4o■1�'f11Ae�'11�' yN��,p ���� R0�ssI