The URL can be used to link to this page

Home My WebLink About51784-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51784 Date: 03/26/2025 Permission is hereby granted to: NF Community Club LLC PO BOX 1672 Mattituck, NY 11952 To: demolish (as per Town Code definition) an existing building and construct a single-family dwelling as applied for per SCHD approval. Premises Located at: 2050 Depot Ln, Cutchogue, NY 11935 SCTM# 102.-2-5 Pursuant to application dated 07/11/2024 and approved by the Building Inspector. To expire on 03/26/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,279.50 CO-RESIDENTIAL $100.00 Total $2,379.50 -J- 1 Building Inspector 111� c�k4,n TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 https://www.qoutholdtov,,iiay.gov 7 �L�L►► Date Received For Office Use Only SCENE PERMIT NO, Building Inspector: J U L 1 1 202 Applications and forms must be filled out In their entirety.Incomplete applications will not be accepted, Where the Applicant Is not the owner,an laUXIMINGDEM Owner's Authorization form(Page 2)shall be completed. To" )F SO O -" Date: 07 1 & 1 2 OWNER(S)OF P OPE _ Name: N0QjJ f�- SCTM#1000- , Project Address: � "O L- AAF—:� Cc",. Phone#: Email: �aV,2-kidf C Cd ro Mailing Address: CONTACT PERSON: Name: PAV 10 1::::�I L_ Mailing Address: II I Phone#: 'Z l7 1 r �'' Email: ('_ k Co LW DESIGN PROFESSIONAL INFORMATION: Name: t.-� /, r- C 1^/• r Mailing Address: Phone# LJ Email. h G r - �' .,. CONTRACTOR INFORMATION: Name: S 07S, Mailing Address: Phone#: =Em DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition Polteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes KNO Will excess fill be removed from premises? , Yes ❑No 1 PROPERTY INFORMATION Existing use of property:KfJ I s CC) u�'1�vf. Intended use of property: 51 tJ&Lk_ pAM 0 2>� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Y� this property? ❑Yes ❑No IF YES, PROVIDE A COPY. 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 bullding(s)for necessary inspections.False statements made herein are punishable as a pass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): V 1-0 �� S�p J ❑Authorized Agent ner Signature of Applicant: Date: [102- STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (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 ore me this 9 _11day of 2024— Notary Public DAVID J.JA NU2" I Wary Public,Mate of New Yb k No. 0 JA613S 666 PROPERTY OWNER All T HORiZATIOIV oualified in SuffWCoun (Where the applicant is not the owner) Commission Expires � I I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Albert J. Krup ski, Jr. SUPERVISOR in 1\M[A\N AG]E1\\1[]EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 �y 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: >d *ion., vLD tC(C-56&� MDate: A7Contact Infor (Cc e5 6 6- Z C L &'S" G 57 2 (G-Mall&Telephone Property Address / Location of Construction Site: Z o So Dt S.C.T.M. #: 1000 District L/ 1�,-- . l Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - ❑ - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required!Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required_( ❑ - Area of Disturbance is Greater than 1 Acre &Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Buildin Permik, Reviewed By: �� Date: FORM * SMCP-TOS December 2024 /+ I r Lp W/WELL WATER LAND N/F OF I GEKEE WICKHAM F C OVER 1 SO' SINGLE FAMILY RESIDENCE R-80 MON DIRT/S�IE - _ S 45 049'16" W 456.09' 22 EDGE -. F O REMAINS ONE DRNEWAY Ca C) nl . P TO BE NOV'E STORAGE / W -1 oo EXISTING CONTAINER ( ') PORTION TO F 17 IV 107, ' BE REMOVED ABANDONED w" EXISTING EL 24.6 EL 24#„ M,H. M. O w PORTION TO H.. / I LQ WaL w__ BE REMOVED w,' I s aRY ELEC.S RME.TO CONTROL PANEL FRAAIE,/"B'RPCK PROP 00 PANELANOAIR P4dMP ELECTRICAN .Sd.GIG I' SVPRMhIING OL / DAIRSPLYHOSETOOWTS 18x3" ~ J YSCH4 P'VCVERTPIPE O50 Aj � FFL 26 5 �Q>Ip � E—E—E—E— — E—E E--- PROP 4 BEORO4MS CONC. �A ti __ v � OF M)N / L 25.41 COVEREDY LP„ Q RAIL FENCE PROP. a PROPOSED I 0 #OM65" 2.45" existing septic lank D f / PATIO 'PORCFk IROOL PAVGLNIN M H^ 1„65" � to be removed /�"�� M H. EL 24, 1INLET, I NOTECIL%AGE(h) / ODVE D 7OUTLETS I R i,i,s / ENTRY � IY,,��sr r D. � O y RAN SCE` TO BE REMOVED ADDITION O PROPOSED PROSE ASPHALT ARPraR�' u Iv BOX ACCEPTS: I �� PARKING LOT W/STORA I Iv I-un dry line to U re LIP M.H. LIGHT COVER#3009C C.I� X TOP VIEW HEAVY COVER#3017-C20 I I �`� exFBniz M.H.O �I GRATE#3017-G20 f �►+ ' BRICK RE—USE 0M.H. � O 6'TALL RISER#3009 I �� 150 PILLAR E71LST^ P(tE 23 12"TALL RISER#3009-R12 I ® 0 B'#x12I1EEP T^RY Q o x OCAP'TYPE I POLE N ' L,P.. LEVELING DEVICE (n l • \ HYD L INGHEMENT, , a BOX SEAL, P.TY POLYLOK SEAL \ � L &`^ #3001 TYP.40PLCSTYP. MIN,12"COMACTED SAND-BOX PEA GRAVELLEVELWG AD R \ up, MON IS 45051 '13 " W 458. 75' MON {PPE FRONT/SIDE VIEW \ / TI )N SOX P'al Iq DETAILS I DWELLING W/WELL WATER f („I \ f OVER 150' / �ti W I� v \ MAIN ROAD / SANITARY NOTES 1.THE OWES INSTALLER SHALL H( 5 2.AN EXECUTED OPERATION AND 4" SDR 35 SHALL BE PROVIDED TO THE SI ITCH 1/8"/FT 3. PROVIDE A 2'VENT PIPE FR01, / / THE VENT PIPE SWILL BE PITC CIO T�?GRADE DE(25.0) GRADE 5%MAX EL,(2 ,5) _ � GRADE 25.0 GRA _ � 4. AN EFFLUENT FILTER SHALL BE NV23.52 DIST I INV23.72 Box PROPOSED SEPTIC SYSTEM UP T, INV24-23 INV23.92 INV23.62 EL23.73 dNV23.4 1 EACH (1) FWICLEAN CEN5 500 GIRD SDR 35 ) 1)( LEACHING POOLS 8'Ox12'DEE 4" PITCH 1/4"/FT SDR 35 8fdx12'DEEP PITCH 1/8"/FT LEACHING�� ENGINEER'S CERTIFICATION REQUIRED. (1) EXPANSION LEACHING POOLS � S116611T -E. OR I�.A- �sCRTIPIC.AY)®fv POOL O Q 1:3=1==1 . FOR INSTALLAT90N AND CONSTRUCTION � EL19.52 . — � , 000000 EL11.73 OF IA/OVVTS FUJI CENS FOR FINAL APPRO VAL, HIGHEST EXPECT.GROUND WATER EL 2.0 SANITARY INVERTS COVER PLUG zu' ELEV. 26.0 (THREADED) _ e. IA/OWTS Fuji Clean SCUM Be4PPL g DWELLING ELECTRICAL PANEL E �, a GL NDY(LOAM 1. .v w tFujiCleal-nil. . n,e, 7CONCRETE BASE IBROWN MaN CLEANOUTBDx LOAMY SANDA — R sM 38 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICI CLEgNOUT R IIFT PUMP ADAPTER ADAPTER AIR Tq,7w*aTdC'lean'W410z.. PALE PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ISlNI"E�CTiq'�N .. CYLINDER(OPTIONAL) EC BROWN LUW Qh J D -4 O ti 2 W U Q .rl Qap Qcn o22 Wti W at U a �mui Q: kZ ::x Z CYcd "'z q z �pO 3OZ 0- tn Y N G. �o V O Ed co -j IT ,� W RD to 0 a� Q MrnFw- CJ r y v ti ¢ W�p a ZWV 2 � LL- 0 ago �z m Q 0) rW. S O Q 3�Z Z W QO � u� O tToU p Q� QZ0 Woo F o' I Q Q m zoo W 2m�w�Q QQ 0 Q W�2 jOZ z � —4 m zo D �N19- Ov� �tnti o ff' W ago p c o a in Q Q w Z J 1 Q ti Z� O V)O� U W r�i. m Z W H =mnoQ V 3�� Y U W U S UJ E., ,,, o 2)00=�y Q � O l o 0W (6rT p WUZ Za¢aw LC� ' P a a:� a o it? d p Z W p o wac a v �W J 03 W Lu Cm ao Q� N WZ �W2 _ N ',< �W UU Z) , m W 2 O OQ ��jp .rr, a - 2 LL 0 �W LnV �W a m Wiz~ n � fn Z v UOWWOZ Ci O N ❑ Q a n < �^ L. Z Z ® Q.2 Z J W Z LU Q2� WO p !19 I L ®LL �Q y Q- W O) � 0 LL oZ QO � p uj ft? cQ:O a O O CV Q Q J WQZ W U W a InWLCJQ O [] Q ® L!J W W I 0 O w ® Z Q w o _� LIJ �"�' 4Jo D sC z l� (� a F- O O W 2 W 0 0 _ C C� ��WW � L Y W O O o��c, 3Q IN elf o - �_ v) 0- o rn OW W } � Q C Q a.a � N �V)OQ �� 0 W (19 ® Q o ZZ j� 2Z j d = w ��o LAJo z� � W O p z a Q m it oo �o 00 U O ~ N rn �" cn Z o g Q Q F- = j LO 0D Q2We p W V H O �n o uO Lou Q W ZO p 0 111 v O U co r) o tim�� LioW j O a C4 Y Ln I I _ � WW2 LL o ~2p0 W2 p o 0 p_� o o a L v o o > - 7 m z o X N> N> LLJ 2 QL W H O W �- W N'322 zip WzDo ., �" w x W W Q pJ IZ-2 Q N LL N o} py <&oZ-y� 3 o U d 2 w mz mo a mm 0 z F 3 U O Y IL o W v) c z o w F Z it r u ._ J < S LL U et w w u z W o ~-a w Q Q LLa {III' S'-/�� REVISIONS: 2/25/25 FOR FILING PROJECT INFORMATION STATE NEW YORK COUNTY SUFFOLK COUNTY TOWN TOWN OF SOUTHOLD 51 TUATED IN GUTGHOGUE i I� > OWNER KIE56EN c,�, o ADDRESS 2050 DEPOT LANE, E N Cutchogue CUTGHOGUE, NEW YORK I1155 ZONING INFORMATION R-50 � /,% SECTION 102-00 2c"10N)' 50 DEPOT LANE , 4' , - �" BLOCK 02-00 J =~ LOT 005-000 _.Mattltuck New Suffolk DISTRICT 51000 ClUT� � - UE NEB �� I I : -- :_ �oe = �l' OCCUPANCY CLA55 RES. SINGLE FAMILY RESIDENCE %'' LOT AREA AREA = 110,804 SOFT. OR 2.08 ACRES SC, TM I . _ . I / DESIGNER: Architect Mark Schwartz 8 Associates Laur I Robins Island 284g5 Main Road, r� P.O. Box g33 2 VICINITY MAP PHONE: (631) 734-4185 S-1 SCALE:N.T.S. i i ORMINS INDEX GODS INFORMATION Minimum Uniformly Distributed Live Loads i Table R301.5 R-aO ZONING REOU I REMENTS I '='-" 6 M 2020 Residential Code of New York State (publication date: November 20111) O AL ENLAI"S SITE PLAN 12 E' '' !-�'2 � 2020 Building Code of New York State (publication date: November 201�i) LIB �� RESUIREMENT EXISTING PROPOSED AT�N PLAN(E" IT10t 5 14 �C�� 2020 Plumbing Code of N,�w York State (publication date.. November 201a) LOT AREA a0 04 SOFT. OR 2.08 ACRES EXISTING NO CHANGE rLAN�XiSTlNh GONrlITlO* FASTS t STRAPP{Nb 5'.HEDl4 E t MISG.DETAILS g _txl r _ �. A15 AIR scAi-INe DErAILs 2020 Mochanlcal Code of New York State (publication date: November 201a) Exterior Balconies 40 psf 10 psf FRONT YARD SETBACK MIN. 60'-0" cicl.l' EXISTING NO CHANGE �4 ,��TIQ�1�(EXISTINS�o �I N M15C.DETAILS 2020 Fuel Gas Code of New York State (publication date.. November 20111)2020 Fire Code of New York State (publication date: November 201,1) Decks 40 psf 10 psf SIDE YARD SETBACK MIN. 20 O" 41.8 4 01clY 4g.8 Q 47.55 F .+ATIQN�AN 2020 Property Maintenance Code of New York State (publication date: November 201Q) Passenger Vehicle GARPORTs 50 of as per Ian COMBINED SIDE YARD MIN. 45'-0" 145.01' g7.13' 2020 Existing Building Code of New York State (publication date: November 201Q g P P P r T 1 E PN 2020 Energy Conservation Construction Code of New York State (publication date: November 201cl) ATTICS without Storage 10 psf 10 psf REAR YARD SETBACK MIN. -15'-0" 283.3' 245.55' W 4F�CEtI(oNs 2016 edition of the Energy Standard for Buildings Except Low-Rise Residentlai Buildings ("ASHRAE cl0.1-2016") MAX. HEIGHT OF RES. BLDG. WITH SLOPING ROOF MAX. 35'-O"/25'-O" 20.5' EXISTING NO CHANGE AIO ELl=vt+rtoNS IGG AI2"i.1-200�i Accessible And Useable Build'n s And Facilities With The NY5 Newl Adopted Accessibility Sign ATTIG5 with Storage 20 psf 10 psf MAX. HEIGHT OF RES. BLDG. WITH SLOPING ROOF MAX. I6'-O" N/A 13'-g" TAN3LE R901.2(I) ROOMS other than sleeping rooms -40 psf 10 psf NUMBER OF STORIES �..�� 2.5 ONE EXISTING NO CHANGE CLIMATIC, AND &E06RAF'HIC OM16N CMTERIA Sleeping Rooms 50 psf 10 psf LOT COVERAGE 20% OR 4A% OR 7.2 y OR WIND DESIGN SUBJECT TO DAMAGE FROM Stairs 40 psf to psP 18,160.6 S.F. MAX. 4,488.6 S.F. 6,652.1 S.F. WIND GE SHIELD LIMIT OF EXISTING RESIDENCE AREA 3 3g.3 S.F. 3 CLIMATE GF20UI`1D SPECIAL SEISMIC WINTER MODERATE AIR MEAN Guardrails and Handrails 200 psf to psf ,6 ,621.E S.F. TOPOG-RAPHIGAL BORNE NDERLAY FLOOD ZONE SNOIN SPEED (MPH) EFFECTS WIND DESIGN FROST LINE DE DEBRIS SIGN MENT HAZARDS WAVE FREEZIN EXI5TING STORAGE CONTAINER. R 348 S.F. TO BE REMOVED LOA:7 REGION ZONE ATEGOR WEATHERING DEPTH TERMITE TEMP REQUIRED ACTION INDEX TEMP ROOFS = EXISTING CONCRETE SLAB 501.5 S.F. Flat or rise less than 4 Inches per foot (1:3) 16 pap TO BE REMOVED �1 MODERATE Rise 4 Inches per ft. less than 12 inches per ft. 4A 20 psf 140 NO NO NO B SEVERE 3 FEET TO HEAVY 11 YES NA NA 618 52.1 DEG p p 12 psf 10 psf PROPOSED PATIO AREA 21q.5 S.F. PROPOSED ENTRY PORCH Ig5 S.F. PROPOSED CARPORT W/STORAGE STRUCTURE (TO BE FILED UNDER A SEPARATE APPLICATION) 112016 S.F. PROPOSED POOL PAVILION (TO BE FILED UNDER A SEPARATE APPLICATION) 672 S.F. �v PROP05ED IS'X36 POOL (TO BE FILED UNDER A SEPARATE APPLICATION) 648 5.F. Q u� ^ ` 0 TOTAL: 4,458.6 S.F. 6 52.1 S.F. W \ s� o o GROSS FLOOR AREA (GFA) CALCULATION EXISTING ASPHALT DRIVEWAY -1 / ��{{ 9 SROLO TO BE REMOVED �+ �� U' ` 0, a) LOT AREA ALLOWED EXISTING PROPOSED rn Q P 0 O ��' �'P g0,804 SOFT. OR 2.08 ACRES EX15TING NO CHANGE O } PROPOSED 18'X36' IN-GROUND POOL U , /�\ J1��0� ` O'� �d MAX. GRO55 FLOOR AREA (GFA): 7,IOOS.F.+2,270.1=g,370.1 S.F. 3,63g.3 S.F. 3,621.E S.F. TO BE FILED UNDER A SEPARATE �0� �, / \\ ` J� -1,100 S.F. PLUS 2.5% OF THE LOT AREA Z APPLICATION 0 Q, R�j / \ �O EXISTING RESIDENCE AREA 3,63g.3 S.F. 5A21.6 S.F. H W PROPOSED 28 X24 POOL vQ`� 0 ` ♦/ \o�., .p\ Op, W O PAVILION (6 72 S.F.) TO BE FILED 0 ��/ /U '<`.�\.�\} Qo U UNDER A SEPARATE APPLICATION �l�j/ \� �0 ` o EX. P/C SLAB TO BE �� o�� '�0;� ` Generated by REScheck-VI/eb Software N 0 REMOVED D� 0/i� S �ti \ ' / .c \ Compliance Certificate � � �` � �� ,,� W EX. STORAGE CONTAINER Zell TO BE REMOVED / / .� Floor: Slab-On-Grade (Unheated) Insulation depth: 3.0' 58 10.0 0.510 0.540 0 0 PORTION OF EX. BUILDING / \\ ♦ Insulation position:Vertical Insulation TO BE REMOVED / \ Project 2050 Depot Lane Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in EX. DIRT DRIVEWAY ♦ �� \ ♦ Energy Code: 2018 IECC REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. TO BE REMOVED / / ry�� 7. / Location: Cutchogue, New York / ^ / ♦ Const•uction Type: Single-family Name-Title Signature Date E Project Type: Alteration � � U Climate Zone: 4 (5572 HDD) ai / / _ \'\ / \ /Q9 O ,�\ Permi:Date: x � ._ 0 . \ /'�� (�� / Permi:Number: m w o •.U�_. All Electric false C5 M o 2 Is Renewable false Z ;'•+'' 4i/ / Q / Has Ciarger false M 6 2E �cJ�.�oV Has Battery: false W rn :° 2 a / •••N••'•;.. �'� ,ti;►• •'i Q,�P'� \�j OQ-OJ Has Heat Pump: false @ s 1 T' 0/,�` A o �� u) 0 a. 00 \ ¢ ' \ ��,� ^•� �: ::�;;:� / i 6P Construction Site: Owner/Agent: Designer/Contractor: W �r Q o P��9 :�•. a�; :;�� ;;• j // ` 0 205C Depot Lane Mark Schwartz Off✓ / �,' s•;•:, / / Cutciogue,NY 11935 Mark Schwartz&Associates ,�� \ •'• '..may; R}� / /O 28495 Main Road • �'� : • �: �' Cutchogue, NY 11935 / (� \ ,•~ / 3' /�� / 631-734-4185 MKSArchitect@optonline.net 0 / 1u.irflfJt { �+kS4 1t ,�a �ii9�1A �I�dllfl ,11 .1J i* � 406 o. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade o� 6. ` �\ \ �J�4�p /4 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements, o i / o%% Envelope Assemblies F cn / PROPOSED 12'X36' STORAGE STRUCTURE i;,,. WITHIN PROPOSED CARPORT TO BE FILED f : +�I � � •" i p• UNDER A SEPARATE APPLICATION ......___ __._..__._._____._____��._.._........,.�..�._......�._�:�.._ . ....... _. . ..�.....�...�..w�,.�.�._�,..�_�......_., u .... _.. __._ .- -; ♦ Ceiling: Flat Ceiling or Scissor Truss 3,440 49.0 0.0 0.026 0.026 89 89 b / PROP05ED WX36' CARPORT (1,2g6 S.F) Wail: Wood Frame, 16"o.c. 1,711 15.0 5.0 0.053 0.060 59 67 �fi,� ♦ TO BE FILED UNDER A SEPARATE Door 1: Solid Door(under 50%glazing) 18 0.260 0.320 5 6 A ' �C+ APPLICATION O Door:Glass Door(over 50%glazing) 255 0.260 0.320 66 82 ♦ PROPOSED 15.3 XI4.66 ENTRY PORCH (Ig5 5.Fa SHGC: 0.32 ,• ffi Window:Vinyl Frame � 324 0,260 0.320 84 104 t' a "; s , O Y J k , . `i / / SHGC: 0.32 �! K / PROPOSED HOUSE ADDITION (164.55 S.F.) Existing Basement Wall: Other ___ ___ ___ _._ � Exemption: Framing cavity not exposed. Existing Floor Slab: Other Exemption: Framing cavity not exposed. o��'��, --- --- --- --- --- --- --- r «�"' �i DRAWN:CC `W:k - SCALE:AS NOTED / PROPOSED 13.3 XI6.5 STONE PATIO (21g.5 S.F.) JOB#: 23-0009 SITE f=LAN / Project Title: 2050 Depot Lane Report date: 06/20/24 Project Title: 2050 Depot Lane Report date: 06/20/24 DATE: 02/25/25 \ Data filename: Page 1 of 2 Data filename: Page 2 of 2 SHEET NUMBER: TI SCALE: I"=40'-O" PROPOSED DRIVEWAY PERMIT SET r REVISIONS: DRAINAISE CALCULATION 2" RAINFALL / �\� \ 2/25/25 FOR FILING AREA AVERAGE DRAINAGE GAL. STORM WATER �v RAINFALL TOTAL �0 \ O DWELLING SLOPING 2,600.5 + - 2 00.5 SQ.FT. X 0.167' X I 1009� 467.7 GU. FT. ROOF SQ.FT. / 2 (0.167) ,8 ( ) DWELLING FLAT 1,171.1 5Q.FT. +/-2" (0.167') 1,171.1 SQ.FT. X 0.167' X 1 (10016) Ig .6 5 CU.FT. ROOF COVERED ENTRY Ia5.5 50. FT. +/-2" (0.167') IcI5.5 50. FT. X 0.167' X 1 (100%) 52.6 CU.FT. PORCH ROOF 5>0 S' �O CARPORT ROOF TO \lv ((' -' { /' \ O BE FILE ED UNDEE A 1,444 50. FT. +/-2" (0.167) 1,444 SO. FT. X 0.167' X 1 (100%) 241.1 CU.FT. " \ /`\0 0'� '7 � ' C) A\ APPLICATION POOL PAVILION OO ROOF TO BE FILED + - " O 167' X I 100% 155.2 CU.FT. / 0 ♦/ \ O/ UNDER A SEPARATE 7a7.6 5Q. FT. / 2 (0.167) 7g7.6 SQ. FT. X ( ) APPLICATION '�'`� ♦/ / \ \ � �...) TOTAL: 1,070.2 GU.FT. O •`ll � // \\ � THEREFORE USE EXISTING DRIVEWAY DRYWELL5 ♦ /' \ (X) XX' DIA. X X' DEEP AVAILABLE STORAGE XXXX CUPT. 0/< A/ / O/ �]\\-77 \ EXISTING ASPHALT DRIVEWAY TO BE REMOVED ♦/ �� \ /,(�� \O,, PROPOSED 4'-0" HT. POOL ENCLOSURE FENCING WITH (5) 4'-0" WIDE GATES W/SELF SELF GLOSIN6/LATCHIN6 s \ r HARDWARE AS PER NYS POOL CODE PROPOSED 18'X56 I N-6ROUND POOL / TO BE FILED UNDER A SEPARATE APPLICATION EX. P/C SLAB TO BE REMOVED EX. STORAGE CONTAINER TO BE REMOVED PORTION OF EX. BUILDING TO BE REMOVED EX. DIRT DRIVEWAY / \ TO BE REMOVED , \ ♦ \ EXISTING 1,250 GA. SEPTIC TANKS , TYP. Lo M LLF Z) 0 / Q � o ♦ PROPOSED 28'X24' \ ® POOL PAVILION ®� �`� • /'\ / / o U N \�i4* CID A /STORAGE / O , V / / ♦ / ) , OSED / 56'X36 ARPORT �lo (TO BE FI A SEPARATE APPL TION) v i / ' c E 0 ♦ / C 0 COr+ M co / \ / � /}1 1 O � 0 2 Z \ / `/ / c r Lo \D,ewsrlt�sPrtc �,wc � ,rrP.---� � Q / / ,/ / rn U a .n L v •co a� \0 / / 0 vv 0 Elm, 41� \19 xx u e co o\ 6/ / N S?x \ \ H 69 O` YYY i V \ / PROPOSED IS'X56.75' STORAGE STRUCTURE WITHIN PROPOSED CARPORT TO BE FILED UNDER A SEPARATE APPLICATION PROPOSED 155XI4.66' ENTRY PORCH (I415 S.F) ♦ PROPOSED HOUSE ADDITION (164.55 S.F) ' ` 4 , / PORTION OF EXISTING WALL ASSEMBLIES, EX. WINDOWS, EX. DOORS, EX. FRONT PORCH AND EXISTING Z3 \ ♦ / PORCH AND FLAT ROOF ASSEMBLY TO BE REMOVED (SEE DEMOLITION PLAN FOR MORE INFO) QF'H�, DRAWN:CC SCALE:AS NOTED \ PROPOSED DRIVEWAY 1oB#: 23-0009 O ` / / D SHEET NUMBER: 1 02125125 PARTIAL ENLARGED SITE PLAN 0 / EXI STI N6 8'XI2' DEEP PRECAST LEACHI N6 FOOL , TYP. PERMIT SET bX01- /' REVISIONS: 2/25/25 FOR FILING I I I lu I I I I I I I I I I I I / I I I I � I W I N I I I SLAB ON &RAVE I I I I I W I I I I I i I I I I I II w \ \ Lo LJ M , w I � r I I I � Paz ° (D W (D vl I I - I - I I Q I ;- SLAB ON &RAVE I ( - M CE I I I I mO imo, O�'yO a MoCo m a } U ISTORAGE I -a Z v Y U @ U O X L - L "e AR ►r> U a = w L — - - - J �- - - - - - - � X.ELEGT. WH N PANEL — — -LL �r 8' u 8 �d' O FOUNDATION PLAN (EXISTING CONDITION) H t` g tea, 4.h JP.`¢�,,; DRAWN:CC SCALE:AS NOTED JOB#: 23-0009 DATE: 02125/25 SHEET NUMBER: PERMIT SET REVISIONS: 2/25/25 FOR FILING 4'-10" " 5'-2" =uv —mot <t \_011-101, GL(5) i m CLOSET OFFICE + CLOSET W v V1 d) o m RECREATIONAL ROOM RECREATIONAL ROOM m (10'-4" GL6) (12,-1" GL(5) ((1 Lo fn co ■ s — ` VJ 01'-2" G1-6) ~ Q } � a z 4'—II" a'-I" Ta O Lj D O BATHROOM _ (81-0" GL(5) d' STORA6E CLOSET - BATHROOM O (8'-0" 01-6) m (8'-0" GL69 _ fn a) �p VESTIBULE Ul -Kv rn aci 0 0 LO Lo co O 1i _i a M02m co o KITCHEN O KITCHEN � t s 00 LAV ('f'-11" GL6) (8'-3" GL6) - c 0 ° _ STORAGE CLOSET �i 0 0 in Y = (8'—O" GL6) d) U a E :E BATHROOM f co E `9 (8'-0" GL(5) N ' w =Kv f cV CLOSET d)i cn LJI O O -II" el-all3'-1 " E. 4�" 4�" 4�" DRAWN:CC SCALE:AS NOTED �P F•�Y�rr JOB#: 23-0009 "mow"'• '•`' DATE: 02/25/25 1ST FLOOR PLAN (EXISTING CONDITION) SHEET NUMBER: A2 50ALE: I/4,,mr-v PERMIT SET REVISIONS: 2125125 FOR FILING T.O. RIDGE W n V i O W O Oi T/O IST FL. PLATE (HIGH) O - - � T/O IST FL. PLATE (LON) -----—----- -- + I� T/O FIRST FLOOR F.F. EXISTING AVERAGE GRADE Lo CM W � FRONT ELEVATION (EXISTING CONDITION) a Z � w A3 50A E: I/4 =1'-O" O D W O Q O o U T.O. RIDGE _ W F--I (V O M C E C O U C m M 00 C N dL ti oZ T/O IST FL. PLATE (HIGH) �Y O T/O IST FL. PLATE (LON om 6 to s E U 3 O Y N u) U a N rn — � c E g coI N Lll O Y T/O FIRST FLOOR F.F. O IZ4 cn H 2 REAR ELEVATION (EXISTING CONDITION) A3 SGAI..E: DRAWN:CC SCALE:AS NOTED JOB#: 23-0009 �+t DATE; 02125125 SHEET NUMBER: PERMIT SET REVISIONS: 2125/25 FOR FILING T.O. RIDGE (V O T/O IST FL. PLATE (HIGH) Oi O rT, T/O IST FL. PLATE (LOI^U � W cfJ O T/O FIRST FLOOR F.F. EXISTING A\(ERAGE GRADE C M SIDE ELEVATION (EXISTING CONDITION) a z Ld A4 50ALE: I/4,*,-O" O W O Q O 2 o U r� T.O. RIDGE N I M c E IA (D U C m CO 00 C N m O O U n IOU T/O IST FL. PLATE (HIGH) �, -LC) a (V Co3 0Y � T/O IST FL. PLATE (LONU v a E N rn — n 00 E � N LJ O I t T/O FIRST FLOOR F.F. [� H 2 SIDE ELEVATION (EXISTING CONDITION) DRAWN:CC SCALE:AS NOTED JOB#: 23-0009 DATE: 02/25/25 �i SHEET NUMBER: +� A F'N ,.►�' PERMIT SET REVISIONS: 2125125 FOR FILING THE TONN OF 50UTHOLD REOU I REMENTS FOR ALTERATION, DEMOLITION OR NEN GONSTRUGTION I. THE CONTRACTOR SHALL SUBMIT A DEMOLITION PERMIT APPLICATION TO THE TOWN OF SOUTHOLD BUILDING DEPARTMENT. EXTERIOR WALLS DEMOLITION NOTES: REMOVE THE ENTIRE EXISTIN6 BUILDING ALL EXISTIN6 SIDING TO BE REMOVED ADDITION, INCLUDING ALL WALLS, FOUNDATION 2. ASBESTOS TESTING AND ABATEMENT MUST BE COMPLETED IN ACCORDANCE WITH NEW YORK STATE REGULATIONS EXISTIN6 EXTERIOR WALL SHEETIN6 AND WALL STUDS TO REMAIN, TYP. AND FLAT ROOF AS INDICATED ON THE BEFORE DEMOLITION CAN BEGIN. A CERTIFIED ASBESTOS PROFESSIONAL SHOULD PERFORM AN INSPECTION. IF EXISTIN6 EXTERIOR WALL INSULATION TO BE REMOVED, TYP. DEMOLITION PLAN OR UNLESS OTHERWISE ASBESTOS 15 PRESENT, YOU'LL NEED DOCUMENTATION OF PROPER REMOVAL AND DISPOSAL BEFORE DEMOLITION EXISTIN6 SHEETROCK TO BE REMOVED AND REPLACED DIRECTED CAN BEGIN. 5. THE CONTRACTOR SHALL SUBMIT WRITTEN CONFIRMATION THAT UTILITIES (WATER, GAS, ELECTRICITY, SEWER, ETC.) HAVE BEEN DISCONNECTED OR TERMINATED PROPERLY. SOME AREAS MAY REQUIRE THAT YOU NOTIFY UTILITY COMPANIES AND RECEIVE THEIR APPROVAL. 4. ENVIRONMENTAL CONSIDERATIONS: • IF THE STRUCTURE IS LOCATED NEAR WETLANDS OR OTHER ENVIRONMENTALLY PROTECTED AREAS, YOU MAY NEED - TO OBTAIN ADDITIONAL APPROVALS FROM THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) OR OTHER AGENCIES. • ANY HAZARDOUS MATERIALS (E.G., LEAD PAINT, CHEMICALS) MUST BE SAFELY REMOVED AND DISPOSED OF ACCORDING TO ENVIRONMENTAL REGULATIONS. 5. SAFETY MEASURES: �% a DOCUMENTATION OF SAFETY PRECAUTIONS TO PROTECT WORKERS, NEARBY RESIDENTS AND PUBLIC AREAS. -- -- -- -- - -- -- - -- - - - -- --- -- - - -- -- --- -- -- - -- ;- - 0 THIS COULD INCLUDE FENCING, BARRICADES, SIGNAGE, AND OTHER MEASURES TO SECURE THE DEMOLITION SITE. CREATE NEW DOOR AND WINDOW OPENIN65 IN THE EXISTIN6 REMAINING (b. DEBRIS REMOVAL WALL AS SHOWN ON THE FLOOR PLAN. 44 REFER TO FLOOR PLAN I/A"i FOR DOOR -__ - A CLEAR PLAN FOR DEBRIS REMOVAL AND DISPOSAL, INCLUDING THE NAMES OF ANY CONTRACTORS OR SIZES, LOCATIONS, AND ANY REQUIRED 1 SERVICES RESPONSIBLE FOR HAULING DEBRIS. f �!' REINFORCEMENT OF THE OPENIN65. TYP. 1 • YOU'LL ALSO NEED TO SPECIFY WHERE THE DEBRIS WILL BE DISPOSED OF (LANDFILLS, RECYCLING CENTERS, ETC). ALL EXISTIN6 DOORS DOOR FRAMES TO I \ O BE REMOVED AS INDICATED ON THE I \ ~ DEMOLITION PLAN OR UNLESS OTHERWISE 1 \ �. INSURANCE AND BONDING DIRECTED, TYP. I \ THE DEMOLITION CONTRACTOR MUST PROVIDE PROOF OF ADEQUATE INSURANCE COVERAGE, INCLUDING LIABILITY INSURANCE. ALL EXISTIN6 WINDOWS TO BE REMOVED ® I 1\ 0 IN SOME GASES, A PERFORMANCE BOND MAY BE REQUIRED TO ENSURE THE COMPLETION OF THE PROJECT AND � IN ITS ENTIRETY AS INDICATED ON THE � � EXISTIN6 MAIN ROOF 2X RAFTERS AND I I 1 THE PROPER HANDLING OF DEMOLITION DEBRIS DEMOLITION PLAN OR UNLESS OTHERWISE SHEETIN6 TO REMAIN, TYP. DIRECTED, TYP. I \ \ _ 8. NEIGHBOR NOTIFICATION \ IT MAY BE REQUIRED TO NOTIFY ADJACENT PROPERTY OWNERS OR RESIDENTS ABOUT THE DEMOLITION PROJECT. \ 1 TH15 CAN BE PART OF THE PUBLIC HEARING PROCESS IF THE DEMOLITION INVOLVES STRUCTURES OF COMMUNITY \ \ m SIGNIFICANCE. \ q. INSPECTION SCHEDULING �- BE AWARE THAT CERTAIN INSPECTIONS MAY BE REQUIRED BY THE TOWN OF SOUTHOLD BEFORE, DURING, AND AFTER DEMOLITION. iF 0 YOU'LL NEED TO COORDINATE WITH BUILDING INSPECTORS TO VERIFY WITH COMPLIANCE LOCAL CODES L / REMOVAL NOTES I. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, STATE, AND FEDERAL, LAWS, — / ORDINANCES AND REGULATIONS W APPLICABLE APP r l DISCONNECT AND REMOVE ALL EXISTIN6 I / L L • �./ Lo PLUMBING FIXTURES AND RELATED EXISTIN6 GEILIN6 ASSEMBLY TO BE REMOVE EXISTIN6 INTERIOR FINISH COMPONENTS. REROUTE WATER, WASTE o REMOVED IN ITS ENTIRETY AS INDICATED FLOORING TO SUBSTRATE IN AREA I I / O 2. THE CONTRACTOR SHALL SUBMIT A DEMOLITION PERMIT APPLICATION TO THE TOWN OF SOUTHOLD BUILDING \ I PIPES, AND VTR AS REQUIRED FOR THE ON THE DEMOLITION PLAN OR UNLESS INDICATED BY HATCH ON DEMOLITION / DEPARTMENT. \\\ NE114 DESIGN, UNLESS OTHERWISE p OTHERWISE DIRECTED, TYP. PLAN. GLEAN AND FULLY PREPARE DIRECTED. TRACE EXISTIN6 PIPING TO ;fl EXISTIN6 SUBSTRATE AS REQUIRED TO / 5. THE CONTRACTOR SHALL COMPLETE ASBESTOS TESTING AND ABATEMENT IN ACCORDANCE WITH NEW YORK STATE ►� } !I ITS TERMINATION POINTS. TYP. RECEIVE NEW FLOOR FINISH. . Z \' REi=ER TO FLOOR PLAN I A7 FOR MORE ® TYP I REGULATIONS BEFORE DEMOLITION GAN BEGIN. A CERTIFIED ASBESTOS PROFESSIONAL SHOULD PERFORM AN a / oil I / / INSPECTION. IF ASBF-ST05 15 PRESENT, YOU'LL NEED DOCUMENTATION OF PROPER REMOVAL AND DISPOSAL . ! BEFORE DEMOLITION CAN BEGIN. O INFORMATION , I - -- --- -- -- --- - - - ��, 4. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO COMMENCING WORK AND REPORT ANY Q 0 DISCREPANCIES TO THE DESIGNATED REPRESENTATIVE FOR CLARIFICATION AND AMENDMENT AS REQUIRED. o U T o F_ -� - DISCONNECT AND REMOVE EXISTIN6-LIGHT - - - -- -- -- - - _ -- -- -- - - - - - 5. ADEQUATELY PROTECT AND SECURE ALL PENETRATIONS AND OPENINGS IN THE EXTERIOR BUILDING ENVELOPE N I I I FIXTURES ELECTRICAL CONDUITS BOXES ALL EXISTING LOAD BEARING WALL �� U ASSEMBLIES TO REMAIN AS INDICATED ON �� DUE TO REMOVAL AND/OR CONSTRUCTION, FROM ALL MANNER OF FOUL WEATHER AND UNIMPEDED PERSONNEL AND SWITCHES WITHIN AREA OF WORK OR THE DEMOLITION PLAN OR UNLESS OTHERWISE ENTRY. � I UNLESS OTHERWISE DIRECTED. TRACE DIRECTED, TYP. EXISTIN6 WIRING BACK TO TERMINATION I 6. WALLS OF THIS BUILDING MAY SUPPORT PORTIONS OF THE ROOF FRAMING. CONTRACTOR SHALL COORDINATE POINTS IF THEY ARE BEYOND AREA OF WORK, TYP. REMOVALS OF SELECTED PORTIONS OF SUCH WALLS FOR THE PURPOSE OF CREATING NEW OPENINGS WITH \\ _ RELATED TRADES. LJ -1. TEMPORARY SHORING AND BRACING SHALL BE INTRODUCED WHEREVER NECESSARY TO ACCOMMODATE ALL LOADS WHICH THE STRUCTURE MAY BE SUBJECTED TO DURING CONSTRUCTION, INCLUDING ANY EQUIPMENT AND THE OPERATION(S) OF SAME. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY, AND THEN -T REMOVED UPON COMPLETION OF PERMANENT IN5TALLATION(5). REMOVE THE WITHIN AREAS OF WORK. co = N 5. UNLE55 OTHERWISE NOTED, REMOVE EXISTING FLOOR FINISHES DOWN TO SUBSTRATE E EXISTIN6 CELLAR W X c ACCESS LADDER 01. DASHED LINES INDICATE THE REMOVAL OF DRYWALL, UNLESS OTHERWISE NOTED ON DEMOLITION PLAN. m° o AND GL05E THE CONTRACTOR TO VERIFY CONSTRUCTION PRIOR TO ISSUING BID PROPOSAL. a s - - - -- -- - __ FLOOR OPENING AS NEEDED 10. REMOVE ALL WOOD AND METAL STUD PARTITION TRACKS AT ALL REMOVED WALLS. Z Y `J 11. WHERE REMOVAL 15 INDICATED, REMOVE ALL PIPING ELECTRIC OUTLETS SWITCHES THERMOSTATS VOICE/DATA o C°2 a EXISTIN6 WALL TO RECEPTACLES, SECURITY DEVICES, ETC. PULL ALL PLUMBING AND/OR WIRING BACK TO SOURCE AND GAP AS m a) REMAIN REQUIRED. 5 s E ? -J � d _ rn n U // / 12. PROVIDE PHOTOGRAPHS OF EXISTING CONDITIONS THAT MIGHT BE MISCONSTRUED AS DAMAGED BY REMOVAL co ID �� OPERATIONS. FILE WITH DESIGNATED REPRESENTATIVE PRIOR TO START OF WORK. N w f - 15. CONDUCT REMOVAL WORK IN MANNER THAT WILL MINIMIZE NEED FOR P15RUPTION TO THE PUBLIC NORMAL - OPERATIONS IN THE AREA. - - - -- -- - - -- — — -- --r 14. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO GOVERNING - - - -- AUTHORITIES. CEASE OPERATIONS AND NOTIFY DESIGNATED REPRESENTATIVE IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO SUPPORT STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING OPERATIONS. 15. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT PUBLIC. -- - -- - -- -- - -- -- - -- -- - - -- - 16. PROTECT FROM DAMAGE, EXISTING FINISH WORK, EQUIPMENT, AND FIXTURES THAT ARE TO REMAIN IN PLACE, BUT -- -- -- -- - IQ BECOME EXPOSED DURING REMOVAL OPERATION. � '-I III 11. CONDUCT REMOVAL OPERATIONS AND DEBRIS REMOVAL TO ENSURE MINIMUM INTERFERENCE'S WITH ROADS, t� STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. Q 15. DO NOT CLOSE BLOCK OR OT ERW15E OB STRUCT BSTRUGT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION FROM AUTHORITIES HAYING JURISDICTION. cn 11. DO NOT USE GUTTING TORCHES FOR REMOVAL UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. REMOVE EXISTIN6 ENTRY PORCH, REMOVE EXISTIN6 INTERIOR EXISTING BRICK CHIMNEY TO BE REMOVED AND EXISTIN6 PORCH CONCRETE SLAB AND NON-LOAD-BEARING WALL ASSEMBLIES REPLACED WITH NEW DIRECT VENT SYSTEM, TYP. 20.AT CONGEALED SPACES, SUCH AS INTERIOR DUCTS AND PIPE SPACES, VERIFY CONDITION OF HIDDEN SPACE EXISTIN6 ROOF ASSEMBLY AS INDICATED ON THE DEMOLITION BEFORE STARTING FLAME-GUTTING OPERATIONS. MAINTAIN PORTABLE FIRE SUPPRESSION DEVICES DURING PLAN, UNLESS OTHERWISE DIRECTED, FLAME-GUTTING OPERATIONS. MAINTAIN EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPT WHEN �• AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION REMOVE EXISTIN6 EXTERIOR WALL REMOVE EXISTIN6 FLAT ROOF ASSEMBLY ASSEMBLIES AS INDICATED ON THE AND EXISTIN6 GEILIN6 ASSEMBLY IN DEMOLITION PLAN, UNLESS OTHERWISE AREA INDICATED BY HATCH ON AN PL ., TYP. ` DIRECTED, TYP. DEMOLITION `'�' DRAWN:CC SCALE:AS NOTED JOB#: 23-0009 DATE: 02/25/25 -5,.,.,.. SHEET NUMBER: I DEMOLITION PLC Cs.. �?�-'- PERMIT SET A5 SCALE: I/4"=I'-O" `1' REVISIONS: 2/25/25 FOR FILING — — PORTION OF EXISTING BUILVIN6, ■'� r - FOUNDATION WALLS AND PORTION OF — --- 1 EXISTING FLOOR SLAB TO BE REMOVED, I I I ��■ I TIE NEW FND. WALL INTO EXISTIN6 W/ #5 r. BARS 12" LONG DRILLED d GROUTED W/ I I HIGH EPDXY RESIN. a 12" O.0 VERT. (TYP) INEW FIN WALL 0" FOUNDATION WALL I I WITH FOOTING, TYP. I 1 ■ 1 r i I ( ino REMOVE EXISTING WALK-IN BAY WINDOW ® V AND FOUNDATION. INSTALL NEW 8" I I I — FOUNDATION WALL WITH FOOTING TO STRA16HTEN EXI5TIN& WALL I I in Q Ing SLAB ON GRADE in LU TYPICAL FLOOR SLAB: 3" NEW CONCRETE SLAB ATOP / �■.T� AR / 18 X36 I I/2 R 10 FOAM BOARD WITH VAPOR BARRIER I I NEW POOL ® e ON TOP OF SLAB ON 6RADE, TYPICAL 1 TO BE FILED UNDER A SEPARATE APPLICATION II_ W I I ! 1313 ■ 12 13 I I I I t- TIE NEW FND. WALL INTO EXISTING W/ #5 BARS 12" LONG DRILLED d GROUTED PV I 11�■ ® W HIGH EPDXY RESIN. ® 12" 0.0 VERT. (TYP) I � ® � ® � ® � ® � `./ ® )C ® f � r — ® GON0710KiT10N PEOMMMMM MR AC4X00FM-?PMTW 1.WIN111!•Wi4KM 97M PAe'iOW1111b,S4RAP PM,TOGObr ® HAL^Or AL REOJIP!V IN AP!•f"TIONbp A16 FM tQftrA0TtF %KNIII lAW AND t'RO11=T/0125W I [� w I TYPICAL FLOOR SLAB: - -V O D 3 NEW CONCRETE SLAB ATOP z EXISTING CELLAR EDGES STAIRS TO BE I ® R31-1.1.2 Ground Contact Provisions for Flood Hazard Reduction iFF• P. 5 I 1/2" R-10 FOAM BOARD WITH VAPOR BARRIER I .0 REMOVED. CLOSE OFF STAIRWELL All wood In contact with the ground, I. All new construction and substantial improvements shall be anchored to prevent flotation,collapse,or Q ON TOP OF SLAB ON 6RADE,TYPICAL I ® OPENING AS REQUIRED - I I embedded In concrete in direct contact lateral movement of the structure. Q I I with the round or embedded In 2• All new construction and substantial Improvements shall be constructed wlth materials and utility O 5 EXISTING FOUNDATION WALL I g equipment resistant to flood damage. Methods and practices shall be employed to minimize flood I— AND FOOTING, TYP. I IL STORA6E py I ® concrete exposed to the weather that damage. X � �� I ® supports permanent structures Intended GNU (-1-3 GL6J pp p S. Electrical,heating,ventilation,plumbing,air conditioning equipment,and other service facilities shall be 8'-a" b'-8" _ Por human occupancy shall be approved designed and/or located so as to prevent water from entering or accumulating within the components TIE NEW FND. WALL y� (2)2xb P.T. SILL PLATE ON TERMITE MIN. INSTALL A MINIMUM OF R-10 NEW (2)2xb P.T. SILL PLATE ON ® z pressure-preservative-treated wood during conditions of Plooding. INTO EXISTING W/ #5 :: RIGID INSULATION TO EXTEND 24" TERMITE SHIELD W/ SILL INSULATION _ _ EX. (5) 2XI0_ EX. (3) 2XI0 _ _ `9 suitable Por round contact use, except 4• All new water supply systems shall be designed to minimize or eliminate Infiltration of flood waters Into rTl BARS 12" LONG SHIELD W/ SILL INSULATION 3 5/8 VIA. HORIZONTALLY BELOW THE SLAB d 5/6" VIA. ANCHOR BOLTS Al — — I ill ® P that untreated wood used entirely below the system. Fw•-� DRILLED 4 &ROUTED PLATE®NeXT 36" O.G (S YV IxTYPIGALARINS l2" FROM AND A MINIMUM OF 56" 3"x3"xl/4" BEARING PLATE a MAX. ® d roundwater level or continuously S• All new sanitary sewage systems shall be designed to minimize or eliminate Infiltration of flood waters. I I W/HIGH EPDXY RESIN. VERTICALLY FROM THE TOP OF THE EXISTING BOILER WILL NOT BE __._ _.___. I V g y b. On site waste disposal systems shall be located to avoid Impairment to them or contamination OP them PERIMETER OF THE NEW 36 O.G (TYPICAL 12 FROM ENDS I OVERBURDENED BY THE NEW ADDITION 4 HAS ' ® .I submerged In fresh water shall not be during flooding. I ENDS OF EACH PLATE SECTION) (EXTEND ng :: 0 12" 0.0 VERT. (TYP) OF EACH PLATE SECTION) (EXTEND I " -_ I I ® � required to be pressure-preservative '1• New construction shall be designed to have the lowest floor Including basement or cellar,elevated to THE SLAB ALONG THE EXTERIOR O — — _ Q treated. or above the base flood elevation. BOLTS MIN. 'T INTO CONCRETE), TYP. THE CAPACITY TO HANDLE THE NEW ADDITION. BOLTS MIN. "i INTO CONCRETE), TYP. � �- FOUNDATION WALL, TYPICAL I ® 6. New construction shall have fully enclosed areas below the lowest floor that are subject to flooding EXISTIN6 BOILER _.�-.I - ® SILL PLATd5 AT BUILDING PCRIMETCR SHALL BC designed automatically equalized hydrostatla flood forces on exterior walls bg allowing for the entry - 7 TO REMAIN 6) I FRC55URC TREATED LUMBER AND INSTALLED WITH and exit of Ploodwaters. Designs for meeting this requirement must meet or exceed the following Q rOAM SILL 5CALCR. criteria. — X 18'-�' A H 5C I N r SILL PLATE SHALL HAVE MIN MLM A. A minimum of two openings having a total net area of not less than one square Inch for eve square - l-� I ® t c cT o O _ T toot of enclosed area sub act to flooding.( 1,106 S.F. ■ 1108 S.l.■'f.b9 S.F.)Use 4 openings at 2 M _t :ANCHOR BOLTS.ANCHOR BOLTS SHALL.BE PLACED J Y-' i Y I 1 1 i � , I � 2 12" t°ROM THC CND Or CAGH SECTION AND"-o' square Peet each. M c E • +' ' r -I.i +-i } -i - �- .�' - - - ,, ON CENTER IN BETWEEN. B. The bottom of all openings shall be no higher that b" above the lowest adjacent finishedgrade. ai �Q I - t-! } - - + - -r- r 1{ - i t t i a . . ! {fl -I ' ,�I ® A - 4 A °Is 9 91i J c c� N.HOR BOLT SHALL CMI CD INTO rOUND TION Openings may be equipped with screens, lowers,valves,or other coverings or devices provided they x In LO - -- I_ o • a + -'•-- -I-----I- • �. : I 7 . I I ® WALL rOR A DCPT+i Or NOT L[55 THAN 10" permit the automatic entry and exit of Pioodwaters. m � O .. wn•�. i. .� '• •.. • a ,.v r • .� i •'• ..••d • • r , , �: .a.• - ® WOOD IN DIRECT CONTACT Wr CONCRETE �...0 SHALL SC PRC55URC TR-ATCD.ACO1 Ci tt O U co -� � 4 4, 0 8: I � �13 IL o MBE -! 31.5"where a hondrall Is Installed on one side and 27' +o— ---- e o 2 a 1-!3■ " ■ a n I O cu where handrails pro provided on both ofdes, f I 3 o Y TYPICAL PORCH SLAB: ® I- STHD14 requir / l I Lo 0 a E •N TYPICAL PATIO CONSTRUCTION: I 4" P.G SLAB bxb 10/10 W.W.M -Q� ® z minimum of STHD14 CORNER Handrail height-34'-38"•from the I I m BLUE STONE (ALLOW FOR co E 4" COMPACTED POROUS GRAVEL-FILL _ f ® O 1 'end distance •• HOLD DOWN BY tap g o the top of'th � 1 1 ! i N iL TYPICAL FLOOR SLAB: 015% WELL COMPACTED) O when multiple of the nosln t STONE AS REQUIRED) �� - Q I 4 ® � 2x members are •• � '� I I I I "SIMPSON" tali i • :: 4 P.0 SLAB bxb 10/10 W.W.M (MIN. 5,500 PSI CONCRETE) Q �I I ' I 4 P.0 SLAB 8 THICK POURED i cV N used as shown •• Openings shall not show i I i I 4 COMPACTED POROUS GRAVEL-FILL — i I 1 CONCRETE PAD WITH HAUNCH (t1 1 " ISM■ -� •• Paso o a sphere AT PERIMETER I (c15% WELL COMPACTED) — p • • I I I 6X6 STEEL COLUMN ATOP, •• One#4 rebar diameter I • bx6 IOAO W.W.M (MIN.5,500 PSI CONCRETE) ON 36"x36"x36" DEEP F-V F-V TIE NEW FND. WALL INTO ��rr • ' or PT cable • 4" COMPACTED POROUS W/(4)#5 REBAR EACH WAY O Q '' in shear cone 1111 trey s muet.be equal 1 1 I Rlacr�I 1 GRAVEL-FILL (415% WELL I EXISTIN6 W/ #5 BARS 12 fp pT fp ® � • . P q I i I I i TYPICAL FOUND. CONSTRUCTION: P.G. FT6 (TYPJ LONG DRILLED 4 &ROUTEED OC 2xle min. or 24" 7 1 hendralis In depth and cannot bo lass I GOMPAG W POURED CONCRETE WALL KEYED W/ HIGH EPDXY RESIN. a 1: Q 4 0 then 10.118"In depth or 9" V `J f' ® c`I ". Handralls with a •if'the.riser Is open I I TO I6"x8" DEEP POURED CONCRETE � O.G VERT. (TYP) �� , circular cross section �+ FOOTING REINFORCED W/(5) #5 - -I� 0 ■ 3. 3'O ••.° 1-1l4'Minlmum REBARS CONT. IN FT6. (TO BE MIN. I Nosings rtqulred on treads I 1 CA :: c' ..° , less than i1"In i — ( I 1 z z ° .q° ° Max morn diameter I I 26 3-O BELOW 6RADEJ '� Z�� ! — dW I Stringer ca ° 2.114'Maximum r+wes;.- N 1 r 1 ■ ® Min:.�•' � End o° I rebar length Distance°c IN&on circular Handrall I I Open risers arc permitted, ■ 1 ■ 1 -Ol ® is 2xie ° 1Y" for] 'ter 4"Min. All risers must cannot equal p 1 • z min. °a In height and cannot Provided that the opening from corner) I14'Max Riser betwoen treads does not (For Type 2-see NYS 5{5,2) exceed 91/4 In hoight permit the passage of a 4-Inch-diameter sphere. 36'X36' CARPORT TO BE FILED UNDER A SEPARATE APPLICATION 1 FOUNDATION PLANK72 CORNER HOLD DOWN 3 STEPS DETAIL A6 SC ALE: 1/4" = 1'-0" Ab SGALE: N.T.S. A6 SG,4LE: N.T.S. ��n? X7- j NOTE; FL�45HING SHALL BE INSTALLED AT WALL AND N__I SWUNTIAL CODE OF NY5 PERMANENT AND WITHOUT A D15GONNECTIN6 SWITCH OTHER; NOTE NOTE: SYMBOL LE6rND NOTE.- NOTE: � n ROOF INTERSECTIONS; WHERE EVER THERE IS A ALL EXTERIOR WALLS ARE DESIGNED AS' �3I3.1.1 SMOKE ALARMS THEN THOSE REOUIRED FOR OVERGURRENT PROTECTION. NEW WOOD STAIR RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOIL - " � ' DRAWN:CC I/2 GYPSUM BD. (TAPED EXT6. WALLS TO BE REMOVED s -4-4c1 KRAFT FACED FIBERc 1".: �r GH,�N6E IN ROOF SLOPE OR DIF•.EGTION; AND "TYPE 11" PERFORATED SHEARWALLS. EXISTING DUILDIN65 UNDERGOING REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY I SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O � SINGLE d MULTIPLE STATION _ � @>F � .,.; d SPAGKLED-3 GOATS , IN ALL FLAT CEILING_ �_- SCALE:AS NOTED AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2 WOOD ! CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL POWEER OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT I HOT 5-I/4 4 MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXT6. WALLS TO REMAIN MIN.) ON ALL WALLS d I STRUCTURAL PANELS ON EXTERIOR a COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER f SHALL BE 419 MIN. HEAD ROOM b'-5% G CARBON MONOXIDE « JOB#: 23-0009 BE CORROSION RESISTANT (MINIMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS A5 REQUIRED BY �l KRAFT FACED FIDERGLA55 INSULATION IN ALL CEILIN65. (TYP) :: i sa DETECTOR SMOKE DETECTOR NEW CONSTRUCTION ALL EXPOSED FASCIAS d TRIM TO BE GAPPED ATTACHED W/ 8D COMMON NAILS � b APPENDIX J SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING I FLOOf'.5 OVER UNCONDITIONED SPACE DATE: 02125125 BY ALUM. O.G. AT PANEL EDGES AND 12" O.G. IN i R313.1.2 POMP, SOURCE ALTERATION,CHANGE OF OCCUPANCY, ADDITION, OR STAIRWAY. HANDRAIL H6HT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. ° 100 GFM FAN s r SHEET NUMBER: I/2" MOISTURE F'E515TANT I ALL VALLEYS, GHIMI!_Y5, SKYLIGHTS, EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE 3 IN NEW GONSTRUGTION, THE REQUIRED SMOKE ALARMS SHALL RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LE55 THAN 34" 8 NOT MORE THAN MAINTAIN MIN. b" CLEAR FROM BOTTOM OF - BEARING WALL T R-�� KRAFT FACED FIBERGLASS INSULATION IN ALL GYPSUM BD. (TAPED 4 I EXTERIOR WALLS. PERMIT SET RAKES TO RELIEVE "5TORMOUARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING F.313.4.2 EXIX STING LDING5 56" ABOVE STAIR TREAD N051N6. NEW SIDING TO GRADE. x POST TERMINATION NEW P.G FND. WALL «R-10 RIGID INSULATION 3' DOWN ON NEW FOUNDATION SPAGKLED 3 COATS MIND THE UPPER TOP PLATE, WITH ALL PANEL WHEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER WALLS. BARRIER BY GAF Of: APPROVED EQUAL. AT HOLD DOWN SEE SHT N-OI BEHIND ALL TUBS, :: EDGES OVER FRAMING. OR AN ON-51TE ELECTRICAL POWER SYSTEM AND INHEN EXISTING BUILDINGS UNDE RGOIN:6 REPAIR, ALTERATION, DIMvN510N OF AT LEAST 4" b NOT CONTRACTOR TO VERIFY EXISTIN6 FIRST CS-MP 5HOWERS SINKS b W.G IN ALL EVES d RAKES. EXTEND UNDERL LINE 24 CHANGE OF OCCUPANCY, ADDITION, OR RELOGTION IN T.6. TEMPERED GLASS (Continuous) sheathed wood structural panel) x TO BE PROVIDE IN CEILIN05 EXPOSED TO UNHEATED SPACES. ' PAST THE INSIDE THE EXTERIOR WALL LINE OF HOLDOWN� ARE REQUIRED AT EACH END PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER 6F�EATER THAN b-I/4 W/ A MAX FLOOR WINDOW HEADS''; SIZES. MIN. SIZE TO y -„ BATHROOMS. (TYP) THE EUILDIN6 OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRIN6 SHALL BE ACCORDANCE WITH APPENDIX J. OR055 SECTION OF 2-1/4". BE (2)2xb U.N.O. FASTENERS b EDGE 12 FIELD INSULATION BY OWENS CORNING" OR APPROVED EQUAL _ ANDERSEN 400 SERIES CASEMENT BEDROOM NOTE: REVISIONS: ANDERSEN 400 SERIES CASEMENT BEDROOM I. ALL EMER6ENGY EGRESS EXIT DOORS REQUIRED SHALL PROVIDE DIRECT ACCESS FROM THE HABITABLE PORTIONS OF THE DWELLING TO THE EXTERIOR EGRESS WINDOW (CXWIS), WITH A ROUGH OPENING EGRESS WINDOW (CXW25) WITH A ROUGH OPENIN6 OF WITHOUT RE TRAVEL THROUGFf A GARAGE. ALL ENER6ENGY EGRESS DOORS 5HALL BE EQUIPPED WITH HARDWARE THAT IS READILY OPENABLE FROM THE 2/25/25 FOR FILING OF 3'W X 5'H. THIS WINDOW MEETS THE NEW YORK b'W X 5'H. THIS WINDOW MEETS THE NEW PORK STATE SIDE FROM WHI 6RE55 IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFECT. THE REQUIRED EXIT DOOR SHALL BE A SIDE-HINGED BUILDING CODE MINIMUM EGRESS REQUIREMENTS, DOOR NOT AN 3 FEET IN WIDTH AND 6 FEET,8 INCHES IN HEIGHT A5 STATED IN "THE RESIDENTIAL GODS OF NEW PORK STATE' SECTION R311. STATE BUILDING GODS MINIMUM EGRESS :: 2. ALL OPENINGS BETWEEN A GARAGE AND THE RESIDENCE SHALL BE EQUIPPED WITH A 45-MINJTE FIRE RATED DOOR A55EMBLY WITH A SELF-CLOSING DEVICE REQUIREMENTS, WHl(:H SPECIFY A MINIMUM CLEAR WHICH SPECIFY A MINIMUM CLEAR OPENING OF 20 AS STATED IN "THE RESIDENTIAL CODE OF NEW PORK STATE" SECTION R304. OPENING OF 20" W11PE BY 24" HI6H, TYP. WIDE BY 24" HI6H, TYP. Residential Code of New York State Section R305 - Glazing 2 ' R505.I INDENTIFICATION: EACH PANE OF 6LAZIN& INSTALLED IN HAZZARDOUS LOCATIONS AS DEFINED IN SECTION AQ All �' R506.4 SHALL BE PROVIDED WITH A MANUFACTURERS OR INSTALLERS LABEL i DE516NATIN6 THE TYPE AND THICKNESS OF&LASS AND THE SAFETY 6LAZIN6 STANDARD 1 ■ WITH WHICH IT COMPLIES WHICH 15 VISIBLE IN THE FINAL INSTALLATION.THE LABEL SHALL � " BE OF A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. 1_�N 1 r 1_t,N 1 N 1 r 1 ■ 1 II 1 ■ 1 N 1 N 1 r 20" .\ 20" N MIN. ` MIN. Residential Code of New York State Section R310 - Emergency Escape and Rescue Openings N M. �� R310.1 Emergency escape and rescue openings required. ` IN Basements with habltable space and every sleeping room shall have at least one openable emergency escape and rescue opening. re emergency escape and rescue openings are 2)2xb HDR 2 2xb HDR 2x10 HDR. 2x10 HDR 2xl2 HDR. provided they shall have a sill height of not more than 44 Inches above the floor. DOUBLE HUNG CASEMENT R310.1.1 Minimum opeing area. WINDOW UNIT X WINDOW UNIT All emergency escape and rescue openings shall have a minimum net clear opening of 5.71 • � I square feet. (� Exception, Grade floor openings shall have a minimum net clear opening of 5 square feet. 12 T �' ' 1 ■ 1 ■ 1 ■ I R310.1.2 Minimum opening height. it The minimum net clear opening height shall be 24 Inches. I I F.F. EL. R310.1.5 Minimum opening width. ■ The minimum net clear opening width shall be 20 Inches. R310.1.4 Operational constraints. I ■ I - Emergency escape and rescue openings shall be operational From the Inside of the room without the use of keys or tools. Xa cZ .0 3• BEDROOM BEDROOM BEDROOM/OFFICE < i Odw Will of (10'-4" GLG) (10'-4" GLG) (10-4 GLG) o DT SMOKE DETECTOR NOTE- a/ X ( +•wales 1— 1 N �/.I�N 1 ■ 1 N • According to the New York State 1� u. deft Nk& r/2 jold -L �`I awn,w". I - ! Building Code and the National Fire I `� sie lobe SL.DR 5268 L.DR.326D SL.DR.5668 Protection Association (NFPA) '72, +q+� HDR. (2)2x6 HDR LIVING ROOM (2)2xlo HDR smoke detectors must be Installed �� +•Iw"wit,I.bt.�,..n«.".. ."e.«I.sll.,l. „I I, Immediately outside of sleeping op (10-4 GLGa GJ�I I I I I areas (bedrooms), as Well as Inside d� • 1 N 1 N each bedroom. ■ . MNILN 51 7 w O.l.r LfM r•�•/P LIQV LTV � 1d) CARBON MONOXIDE DETECTION NOTE: 0 �i I w. Avordi to the New York State Uniform Fire ■ 1 Q •o •�••••"n• Prevention and Building Code and I MA'120 19 1* BATHROOM n - _=- n :: _ BATHROOM (Standard For the Installation of Ccrlvn 40 x (8-O V N = V „ Monoxide(CM)Detectlon and Nkming N IL I N GLG) 0.Q _ (8-O. GLG) Equipment),carbon monoxide(GM)detectors I saa".lokln■.•�b".I.s xmla � must be Installed within 10 feet of each N n - -- bedroom or sleeping area. I coNrrEGroR sGHEdLL[ : " : n �0 � , „ , „ ALL E--TOP%HE vHALL EC MANu(, 6Y'S1MP�N' 5-1• X5-4 O � _ _ Q � 4-4 X5-4 ■ T1\ I HO ER HOWER X15T HAN:�Ry, OC 1- ■ 1 N 1 N 1 N 2 -��, J015T SIM -015T HANOM 2x6 LU5z6 dl x I O Lu5210 r T, I Q � �r ■7�=j O I AIO 2xb LU525 w (2)2xb HDR. 0 rZ2xi, � 2x11 Ltszlo � �, i �I � � SCAM CONNECTORS: LID SCAM 51 Ci GONNr6TOR, co(2)2xb HD, xU �(2) fIL26-2TF c (..Ka HI 2a-2rr O T_ (212xIO FIU210-2Tf � (� (=x10 HU212-T r VR226 ■ X (2;2x1z Huzlz-zrr 1 N 1 1 N 1 N 12-60 Adl ■ (Y U_ (�,2x12 HU2I2-!Tr i.7 R I (21 3"xll#"LVL Hl^L'3.56/1125 a z • 1 r HALLWAY ■ F'GST GONNEGT0125. E-� W HALLWAY O (10'-4" GLG) -� I G O P05T SIZE: GONNrCTOR, n 6x6 AB 66,BA_E ay (D ■ I 'a (10'-4" GLG) N• A I '� EG6 (Hr_Ap, W OO �.. 10'-Z " Be—IN 1—d■ 61-6N 1—/r 1 r 1 N O 1 1— ■ � 1 —V V 2 2x HDR (2)2x HDR. (2)2x6 HDR. (2) 2XIO HDR. (3)I."15XI4"LVL HDR. W N Z) N - --_ ■ U DR2466 ;17P24611 ® ►-.� < (4'-O" GLG _ - _ R206 �(2)2x6 - x ENTRY HALL o BEDROOM ® ® ■ __ _. _� :: `fl :fl (q'K1T0}'GLG) I (a-O GLG) - I 60"x54" - • CENTER ISLAND N Y in n (q'-O'a6) D (9'-0'ah) _ __ KITCHEN I ® _I i C in di 0 rn LO , o -- (a'-O" GLG) \ O a v • - cad � a; E 0 M � = N m n DR2oba _ U t SINK Dw I ® < 1 1— N 1 ■ 1— n _=- - a � � OO COUNTER N E ■ 2 2xl2 HDR. 2 2x6 HDR. -_ 2 2xb — I ® W - I _ (2)2x10 HDR `�C X'' X ,`\X x�/ G 15 G I5 k'X X v /I \ ' ' 1— ■ I i 1 ■ /\ \�' 1-711 1 M 61-,■ AI—.f N V—A N 2'-0N l _/_ry i—T J—T i—V NOTES ® IL yx TYPICAL PATIO CONSTRUCTION: I l' f }. \ ' ',' \ I NE1 18'X36' POOL TO BE � I FILED UNDER A �y • BLUE STONE (ALLOW FOR STONE y� O E-1\ OX\ �' / � SEPARATE APPLICATION AS REQUIRED) • 4" P.0 SLAB 8" THICK POURED 1 ■ �j CONCRETE PAD WITH HAUNCH \ O \ u / � % i I " S-G ■ ® O ■ \ " I '-b" / j AT PERIMETER !�. — '�' \l PATIO,/ �V bxb 10/10 W.W.M — � 'y\ u / \ �\ 4" COMPACTED POROUS \ M i \ _ I \ ,\ r � GRAVEL FILL (95St5 WELL l I O / / , / �/' �' \/ P/G CELLAR EXTERIOR STAIRS \ COMPAG � I\ \ 1lERE1D t'N M T O N \ Y ASSEMBLY (12)8.25"HT. R d (I I) 12"W T) \, i �G 36" HT. METAL GUARD RAIL ATOP � _\ STAIR WALL (TO IRG CODE) \ 1 \■ i i ■ tV .j , r ,` A9 ROOF EDGE ABO — \ \ / ( VE), TYP. 41 cn X \ I. \ �� %' . i \X i'. 3 1-sAW L 12'-0" ABOVEP !u ` ® e ® ® ® ® ems ® ® ® ® ® ®I� ® o ® e ® ® ® ® ® ® ® �e ® ® eel ► �;. � CARPORT TO BE FILED UNDER A SEPARATE APPLICATION 1 FLOOR PLAN! A"I 5C ALE: 1/4" = 1'-0" FLASHING SHALL BE INSTALLED AT WALL AND NOTE: RESIDENTIAL CODE OP NY5 PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER N✓`tL: NOTE: LI4_TE_ � SYMBOL LEGEND I/2" GYPSUM BD. (TAPED ROOF INTERSECTIONS; WHERE EVER THERE IS A ALL EXTERIOR WALL5 ARE DESIGNED A R515.1.1 SMOKE ALARMS THEN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NEW WOOD STAIR 4 RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOIL r _4 - DRAWN:CC CHANCE IN ROOF SLOPE OR DIRECTION; AND "TYPE 11" PERFORATED 5HEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BE CAPACITY OF SINGLE d MULTIPLE STATION EXTG. WALLS TO BE REMOVED _ .. R 9 IN AFT FACED FIBCRGLASS INSULATION 8 N.) ON ALL Yi GOATS AROUND ALL ROOF OPEIIINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2" WOOD CHANGE OF OGCUPANGY, ADDITION OR RELOCATION SHALL POWER OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT HGT 5-1/4" 3 MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXTG. WALLS TO REMAIN IN ALL FLAT CEILINGS. SCALE:ASNOTED MIN.) S ALL WALLS BE CORROSION RESISTANT (MINIMUM 26 GAUGE) STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SHALL BE a") MIN. HEAD ROOM 6'-5% G CARBON MONOXIDE ,� FACED JOB#: 23-0009 CEILINGS. (TYP) ALL EXPOSED FASCIAS $ TRiM TO BE GAPPED ATTACHED W/ SD COMMON NAILS ® 6" APPENDIX J SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING DETECTOR SMOKE DETECTOR NEW CONSTRUCTION I FLOORS OVER U B ONDITIONED SPACEION IN ALL DATE: 02/25/25 :: BY AUJIM. O.G. AT PANEL EDGES AND 12" O.G. IN al,;? POOR SOURCE ALTERATION,CHANGE OF OCCUPANCY, ADDITION,OR STAIRWAY. HANDRAIL H&HT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. " 100 CFM FAN SHEET NUMBER: 1/2 MOISTURE RESISTANT i BEARING WALL ?� * -1-15 KRAFT FACED FIBER6LAS5 INSULATION IN ALL GYPSUM BD. (TAPED d ALL VALLEY5, CHIMNEYS, 5KYLIGHT5, EAVES AND , FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RELOCTION IN ACCORDANCE WITH APPENDIX J. BE LE55 THAN 54" 4 NOT MORE THAN MAINTAIN MIN. 6" CLEAR FROM BOTTOM OP' PERMIT SET RAKES TO RELIEVE "STORMGUARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POVLER FROM THE BUILDING WIRING R515.4.2 EX STINC7 DUIL_DING5 56" ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. POST TERMINATION T— EXTERIOR WALLS. SPAGKLED-3 GOATS MIN.) X NEW P.G FND. WALL *R-10 RIGID INSULATION 3' DOWN ON NEW FOUNDATION BARRIER BY "GAF" OR APPROVED EQUAL. AT THE UPPER TOP PLATE, WITH ALL PANEL WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER e HOLD DOWN SEE SHT N-OI BEHIND ALL TUBS, ALL EVES 8 RAKES. EXTEND UNDERLAYMENT 24" EDGE5 OVER FRAMING. OR AN ON-51TE ELECTRICAL POWER SY5TEM AND WHEN EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, DIMENSION OF AT LEAST 4" d NOT CONTRACTOR TO VERIFY EXISTING FIRST CS-WSP WALLS. SHOUTERS, SINKS 8 W.G IN CHANGE OF OCCUPANCY, ADDITION,OR RELOGTION IN T.G. TEMPERED GLASS (Gonttnuousl sheaUTed wood structural anel) •TO BE PROVIDE IN CEILINGS EXPOSED TO UNH!:ATED SPACES. PAST THE INSIDE THE EX'rERiOR WALL LINE OF HOLDOWNS ARE REQUIRED AT EACH END PRIMARY POWER 15 INTERRUPTED, SHALL RECEIVE POWER GREATER THAN 6-1/4" W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO y p BATH,?:OOMS. (TYP) THE BUILDIW57. OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. GROSS SECTION OF 2-1/4". BE (2)2x6 U.N.O. FASTENERS 6" EDGE 12" FIELD INSULATION BY "OWENS CORNING" OR APPROVED EQUAL ._� REVISIONS: 6'VIA.NEW FIREPLACE FLUE A9 All 2/25/25 FOR FILING 4 WATER AND ICE SHIELD NOTES THE ICE BARRIER SHALL CONSIST OF NOT FE ER hRr5T0RF'1N6 NOTC5; THAN TWO LAYERS OF UNDERLAYMINT CZMMVW Concealed s aceds wltHr Nall,celiro tltlor.stair attic or cornice tcrs r�cttar,a d a o�nd T� OR a ELF- RING cFrmr�cj,pr::pr�rd mac:vponlr�h suah.�corE'.rictrlr, �dil be°Ire-stepped or Flllod HI`.h I I POLYMER-MODIFIED BITUMEN SHEET SHALL BE rorc•oRF-Jas:Ible rra:erlal to revert the pm,5aar,of flim,sr:oke,hakes and hot oases. USED IN PLACE OF NORMAL U�RLAYMENT AND 2, F IrestTpro or►III shall be of ronflalr W r•a:erlal 4rch c-an be ehaped,fined', ined and per rorcntly EXTEND PROM THE LOWIEST ED6ES OF ALL ROOF seared Ir SURFACES TO A POINT NOT LESS THAN 24 INCHES 5. Corbsttle frostoppIrg ratorlals rca !x used rcm151;rrg of ruin,2A ramlval thlrAress Hood. (610 MM) INSIDE THE EXTERIOR YVALL LINE OF THE 4, Norwar'bis:lblc 11-cs:c Ir vaterlals shall be used arced FILAm ord chllrro '-6 BUIL.DIN6. ON RDOFS WITH SLOPE EQUAL TO OR rlxrrable m-mrrrals shall w,,be perrrlt:ed as rmlatlon or FIII rn concealed or attrc spaces. 6REATER THAN E16HT UNITS VERTICAL IN IZ UNITS 0.. Concealed vertical spaces In walls,ad pa-tl!la-:s shall be Fire-stopped at cach'laor level and at the I HORIZONTAL- WI-PERCENT SI OM, THE ICE crlleg e:he upperrrost sttq.so that such spovos Hrll rot be canthkm For Inrc.hx oro st4 y or BARRIER SHALL ALSO BE APPLIED NOT LESS cxrminicar.e HI:E cnncealcd horlrortal spaces rn the floor or rooF eor5Y4ctlrr, I ( THAN Bb INCHC-S (414 MM) MEAWRW ALONG THE Hhen corrl:ustbb rraterlaI5 forrr a part of the ccrcealed 5pace between sir?xc fhlsh cr:d the base to FR ROOF SLOPE! OM THE SAVE EDGE OF THE HhI4:Fej are cpplred,the tonceglcd space 5hail Ine trllod Wlth rorcorb,5%alo rgterral,or-be fYe- BUIL,DINIS, 5:opped so .Fat ro dlromlan of s:.+ch conccaL:d 5pacc cxr=_d5 6 Fact vortkallu cr 20°cet horr.ontall,. 9f., Vprxe loctween floor joists a•tresses wr:h ce111ngs attached dlrectlu to:hz jol=ts or tr.sscs shall by Fire- stopped?or:he F,II depth of the jalsts or trusses at all pWh,s o0 support vdcr%Ffftcd wall;and partltiors hadrlg a reat.h-ed flre-resistance ratrrn ,a•d Lrder all par-Mors separatrg dwel Ilra Lr?5. COmaal.d space In,Starr: Ix so cl=rot to cor%ricatc at tha :op and bn:tom of tho II, stairs with aortcaled Tone Y the floor comtrjctkr. lO. t:x:erlor ctr-nlces a•d eases shall bs FYe-stowed at the ends of rre and party walls,and at Intervals of hat rrore than 20'act. The spcxa Ir attvs or brnweer corrWstiblc floor or rooF corstnctror and a saspendod ccllro shall be hire-stopped so that ro area o°such corcealed space shall be 9-eater thar.3000 sa�ac Fee: W EXISTIN6 ROOF SHINSLE5 TO BE REPLACED WITH 29-6Au6E 6ALVANUMV METAL ROOF PANELS, l� I I 2 A10 I I AIO ' I I ALL VALLEYS,EAVES AND RAKES TO RECEIVE 'STORM61JARD'LEAK BARRIER BY'6AF'OR APPROVED V 11 EQUAL.AT ALL EVES t RAKES.EXTEND UNVTHE!EXTERIOR 24'PAST THE INSIDE THE EXTERIOR WALL LINE OF THE W BUILDING. 26'X24'POOL PAVILION ROOF,TO BE FILED UNDER SEPARATE APPLICATION I I TYPICAL FLAT RUBBER ROOF SYSTEM, EPDM MEMBER,ADHESIVE LAYER,'POLYSO' I I - INSULATION,V2'PLYWOOD,2X6 ROOF JOISTS- � I INEW FLAT ROOF w LO I I M w °' 24'X28' POOL PAVILION FLAT ROOF � I I TO BE FILED UNDER A SEPARATE APPLICATION a Z ENTRY PORCH W 0 FLAT ROOF o U S ROOF EDGE,TYP. I M C E O) O 0 M CO co C N 0 �O O Q L cr O ` ROOF ELOPE Z N (SWRA6E LOPS¢ROOF) L m N ON I'm ' LFITIZ ROOF 0 � M O CO ` Q O Y N LoV a 00 E a>� N u!I > UPPER ROOF OF COVERED CARPORT LOWER ROOF OF TO BE FILED UNDER A SEPARATE APPLICATION STORA&E TO BE FILED UNDER A SEPARATE APPLICATION u O N ROOF PLAN A8 SCALE: S/16° , +•� "OF to �0 FLASHING SHALL BE INSTALLED AT WALL AND L`1OZE_ RESIDENTIAL CODE OF NY5 PERMANENT AND WITHOUT A D15GONNEGTING 5WITGH OTHER NOTE: NOTE: ROOF INTERSECTIONS; 1^1,HERE EVER THERE IS A ALL EXTERIOR WALLS ARE DESIGNED A R5e.1.1 SMOKE ALARMS THEN THOSE REOUIRZO FOR OVERCURRENT PROTECTION. NEW WOOD STAIR S RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOIL SYMBOL LEGEND NOTE: NOTE: 1/2 GYPSUM BD. (TAPED C;E IN ROOF SLOPE OR DIRECTION AND "TYPE I I" PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O 51N6LE d MULTIPLE STATION EXTG. WALLS TO BE REMOVED +� '�-49 KfZAFT FACED FIBERGLASS INSULATION DRAWN:CC d SPAGKLED-3 GOATS CHAN R IN ALL FLAT GEILIN65. SCALE:AS NOTED AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2" WOOD CHANGE OF OCCUPANCY,ADDITION OR RELOCATION SHALL POWER OPERATED W'fEN INSTALLED IN BUILDINGS WITHOUT HST 5-1/4" d MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXTG. WALLS TO REMAIN MIN.) ON ALL WALLS BE CORROSION RESISTANT (MINIMUM 26 GAUGE) STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH 5MOKE ALARMS AS REQUIRED BY COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SHALL BE 9") MIN. HEAD ROOM 6'-b". G CARBON MONOXIDE ,� JOB#: 23-0009 CEILINGS. (TYP) f r= " SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, DETECTOR SMOKE DETECTOR NEW CONSTRUCTION I FLOOR FACED FIBERGLASS INSULATION IN ALL - ALL EXPOSED FA5GIA5 � TRIM TO BE CAPPED ATTACHED W/ SD COMMON NAILS Q 6 APPENDIX J HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING FLOORS OVER UNCONDITIONED SPACE DATE; 02(25125 BY ALUM. O.G. AT PANEL EDGES AND 12" O.G. IN '�,313.1.2 POOR 50UP.GE ALTERATION,CHANGE OF OCCUPANCY, ADDITION,OR 5TAIRAAY. HANDRAIL HGHT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. 0 100 GFM FAN ,� SHEET NUMBER: I/2" MOISTURE RESISTANT T r- _ RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 54" 3 NOT MORE THAN MAINTAIN MIN. 6" CLEAR FROM BOTTOM OF — ( BEARING V`IALL LLB KRAFT FACED FIB�RGLA55 INSULATION IN ALL ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND FIELD. EXTERIOR SHEATHING SHALL By IN N�W CONSTRUCTION, THE REOUIRED SMOKE ALARMS SHALL f PERMIT SET GYPSUM BD. (TAPED 8 RAKES TO RELIEVE "STORMGUARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY PoNm, FROM THE BUILDING WIRING R313.4.2 EXISTING BUILDINGS " 36 ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. )( POST TERMINATION NEW P.G FND. WALL •.T-,— EXTERIOR OR HALLS. SPAGKLED-3 GOATS MIN.) THE UPPER TOP PLATE, WITH ALL PANEL WHEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER ® - '�R=10 RIGID INSULATION 3' DOWN ON N}=W FOUNDATION BEHIND ALL TUBS BARRIER BY "GAF" OR APPROVED EQUAL. AT HOLD DOWN SEE 5HT N-OI EDGES OVER FRAMING. OR AN ON-SITE ELECTRICAL POWER SYSTEM AND KHEN EXISTING F-UILDIN55 UNDERGOING REPAIR, ALTERATION, DIMENSION OF AT LEAST 4" 4 NOT CONTRACTOR TO VERIFY EXISTING FIRST G5-W5P WALLS. SHOWEi:5, SINKS d W.G IN ALL EVES d RAKES. EXTEND UNDERLAYMENT 24 HOEDOWNS Af2E REQUIRED AT EACH END PRIMARY POWER 15 INTERRUPTED, SHALL RECEIVE POWER CHANGE- OF OCCUPANCY, ADDITION,OR RELOGTION IN GREATER THAN 6-I/4" W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. 51ZE TO T.G. TEMPERED GLASS (Continuously sheathed Wood structural panel) TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. PAST THE INSIDE THE EXTERIOR WALL LINE OF FASTENERS 6" EDGE 12" FIELD INSULATION BY "OWENS CORNING" OR APPROVED EQUAL BATHROOMS. (TYP) Of PERFORATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. GROSS SECTION OF 2-I/4". BE (2)2x6 U.N.O. THE EtIJILDING. ALL VALLEYSEAVES AND RAKES REVISIONS: TO RECEIVE "STORMWARD" LEAK 2125/25 FOR FILING BARRIER BY "6AF" OR APPROVED EQUAL. AT ALL EVES d RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. CONT. RIDGE VENT T.O. RIDGE EXISTING ROOF SHINGLES TO BE REPLACED WITH 2a-6AU6E GALVANIZED METAL ROOF PANELS, TYR FLASHING SHALL BE INSTALLED AT E tV WALL AND ROOF INTERSECTIONS d i � V 0 WINDOWS rk DOORS BY "ANDERSEN" 12" (400 SERIES) W/ MIN. DP30 RATING 1/4" ® d OR EQUAL W/ TRIM T.M.E. (TYP) U VALUE =.241 SHG=.3 � T/O TOP PLATE (HIGH) ® d 13 SEAMLESS ALUM. LDRS. In d GUTTERS Ix FASCIA S TRIM (TYP) / ® L 0 VENTED VINYL SOFFITS 13 T 1 T.M.E. (TYP) W ® O CEDER SHAKE SIDING l'rrnJ Ll \ ® OaC T/0 FIRST FLOOR F.F. ® V EXISTING AVERAGE GRADE s: 36" H16H RAILING 4 GUARDRAIL YV SPINDLES ® 4" MAX. SPACE BETWEEN F� (TO BE SELECTED BY OWNER)tl I_ Tn 1 FRONT ELEVATION (SOUTH) _ P/C CELLAR EXTERIOR STAIRS r T 1 Aa SCALE: 1/4" = I'-o" ASSEMBLY (6.25"HT. R d (II) 12"W T) w ANDERSEN 400 SERIES CASEMENT BEDROOM EGRESS WINDOW (6XW25), WITH A ROU6H OPENIN6 OF 6'W X 5'H. THIS WINDOW MEETS THE NEW YORK STATE BUILDING CODE MINIMUM E6RESS REQUIREMENTS, WHICH SPECIFY A MINIMUM CLEAR OPENING OF 20" WIDE BY 24" ALL VALLEYS,EAVES AND RAKES RECEIVE "STORMG "UARD" LEAK BARRIER BY 6AF" OR HIGH, TYP. APPROVED EQUAL. AT ALL EVES d RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE EXTERIOR 13 WALL LINE OF THE BUILDING. ® WINDOWS 3 DOOR5 BY "ANDERSEN" (400 SERIES) W/ MIN. DP50 RATING OR EQUAL W/ EXISTIN6 ROOF SHINGLES TO BE REPLACED WITH TRIM T.M.E. (TYP) U VALUE =.2a SH6=.32, TYP. 2a-6AU6E GALVANIZED METAL ROOF PANELS, TYP. z0 ® CONT. RIDGE VENT W Q ® _ T.O. RIDGE Lo � co r d p I } �u ® I FLASHING SHALL BE INSTALLED AT H---� WALL AND ROOF INTERSECTIONS Q ® I ANDERSEN 400 SERIES CASEMENT (i 0 BEDROOM EGRESS WINDOW (CXW15), - ps ® nw l0000< WITH A ROUGH OPENING OF WP4 X SIR W O THIS WINDOW MEETS THE NEW YORK Q = 13 STATE BUILDING CODE MINIMUM �� o () EGRESS 13 REQUIREMENTS, WHICH p H- SPECIFY A MINIMUM CLEAR OPENING N U ® I OF 20" WIDE BY 24" HIGH, TYP. FL 13 I T/O IST FL. PLATE (HIGH) 13 f- I SEAMLESS ALUM. LDRS. d GUTTERS 13 Ix FASCIA d TRIM (TYP) d v VENTED VINYL SOFFITS T.M.E. (TYPJ p I CEDER SHAKE SIDING (TYP) .fl ® I M =. o m ® I mm o °? T/O FIRST FLOOR F.F. a M 2 ® - Z :n EXISTING AVERAGE GRADE o m r, E C t 'D f�0 j L Y :E! V a n 2 ELEVATION (NORTH) m N Aa SCALE: 1/4,, = r-oll N a W FASTENER TYPE: SPACING 1/2" APA RATED SHEATHING GRADE ® ® ® ® a/4" APA RATED WIN12—BORNE DEBRIS PLYWOOD (ALTERNATIVE:1/16" O.5.B. 1/2" APA RATED SHEATHING FROTEGTION FOR WOOD NO. 6 WOOD 50REA ® SHEATHING GRADE BASED ANCHOR WITH 16" OG PLYWOOD FASTENER TYPE: SPACINGSTRUCTURAL i�AN�L 2 EMBEDMENT LENGTH FASTENER TYPE: SPACING �: (ALTERNATIVE: 8 WOOD SCREW O.S.B.o.s,B. A5 PER SEC. 301.2.1.2 NY5 GODS: NO. 10 WOOD SCREW NO. 8 WOOD SCREW � ® BASED ANCHOR® PROTECTION OF OPENING ® BASED ANCHOR WITH I6" OG BASED ANCHOR 16,100 2X4 DF #2 STUDS WITH 2" EMBEDMENT 8 OG WIND-BORNE DEBRIS PROTECTION FA5TENIN6 2" EMBEDMENT LENGTH ® ® WITH 2" EMBEDMENT ® 9 IS LENGTH SCHEDULE FOR WOOD STRUCTURAL PANEL5 WITH A NO. 10 WOOD SCREW MINIMUM THICKNESS OF 1/16" AND MAXIMUM SPAN OF 8 1/4" VIA. LAGSGREW NO. 10 WOOD SCREW BASED ANCHOR of OC FEET SHALL BE PERMITTED FOR OPENING PROTECTION BASED ANCHOR WITH 16,100 BASED ANCHOR 16" OG ® ® WITH 2" EMBEDMENT IN ONE AND TWO STORY BUILDINGS. PANEL5 SHALL BE 2" EMBEDMENT LENGTH ® ® WITH 2" EMBEDMENT LENGTH PRECUT TO COVER GLAZED OPENINGS WITH Ll I/4" DIA. LAGSGREW ATTACHMENT HARDWARE PROVIDED. (REFER TO p� ® ® I/4" DIA. LAGSGREW ® ® BASED ANCHOR I6" OG SECTION 160a.1.4, 160a.6.5 AND TABLE IbOa.l.4 OF N.Y.S. Q BASED ANCHOR 16" OG WITH 2" EMBEDMENT RESIDENTIAL CONSTRUCTION CODE). THIS 15 NOT A WINDOW SILL ® WITH 2" EMBEDMENT LENGTH SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS t ® ® MUST HAVE DESIGN-PRESSURE UPGRADES WHERE ` $ , v] MULTIPLE PLYWOOD A55EMBLIES TYPICAL MULTIPLE APPLICABLE. ALL PANELS MUST BE OUT TO SIZE ANDCb T`T I GAL WINDOW TYPICAL DOOR 2-2X4 DF#2 STUDS CONNECTED OPENINGS READY TO USE ON ANY NEW WINDOWS AND DOORS. 1 TOGETHER WITH STAINLE55 STEEL SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS OPENING OPENING PANEL SPAN GREATER THAN 6 FEET . OR GALV. BOLTS W/WASHERS AND TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS PANEL SPAN EQUAL OR PANEL SPAN EQUAL OR „ AND EQUAL OR SMALLER THAN 5 NUTS �2-O O.G. FOR INSTALLATION. SMALLER THAN 4 FEET SMALLER THAN 6 FEET FEET 3 WIND-BOARNE DEBRIS PROTECTION , Aa SCALE: N.T.S. to , N0- C FLASHING SHALL BE INSTALLED AT WALL AND NOTE: RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DI5CONN',:CTING SWITCH OTHER; NOTE: NOTE: SYMBQ)_�,EGEND NO 1/2" GYPSUM BD. (TAPED ROOF INTERSECTIONS; WHERE EVER THERE IS A ALL EXTERIOR WALLS ARE DESIGNED AS R3I3�SMOKE ALARMS THEN THOSE REQUIRED FOR OVERGURRENT PROTECTION. NEW WOOD STAIR Q RAILING. TO BE ____. R�` OWNER RESPONSIBLE FOR ORDERING SOIL EXTG. WALLS TO BE REMOVED «�-4a KRAFT FACED FIBERGLASS INSULATION DRAWN:CC CHANGE IN ROOF SLOPE OR DIRECTION; AND "TYPE 11" PERFORATED SHEARWALLS. EXISTIN6 BUILDIN65 UNDERGOING REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY OF � SINGLE d MULTIPLE STATION � SPAGKLED-3 GOATS � IN ALL FLAT CEILINGS. SCALE:AS NOTED MIN) ON ALL WALLS d AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2" WOOD CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL POWER OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT HOT a-1/4" 4 MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXTG. WALLS TO REMAIN BE GOI�ROSION RESISTANT (MINIMUM 26 GAUGE) STRUCTURZAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY COMMERCIAL POWER OR AN ON-517E ELECTRICAL POWER SHALL BE a'9 MIN. HEAD ROOM 6'-8". G CARBON MONOXIDE « J0B#: 23-0009 CEILINGS. (TYP) DETECTOR SMOKE DETECTOR NEW CONSTRUCTION �I KRAFT FACED FIBERGLA55 INSULATION IN ALL ALL EXPOSED FASCIAS S TRIM TO BE GAPPED ATTACHED W/ 8D COMMON NAILS a 6" APPENDIX J SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, HANDRAIL O'q AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING FLOORS OVER UNCONDITIONED SPACE DATE: 02/25/25 1/2" MOISTURE RESISTANT BY ALUM. O.G. AT PANEL EDGES AND 12" O.G. IN R315.1.2 pOWcR SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION,OR 5TAIR.WAY. HANDRAIL HGHT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. �� 100 GFM FAN BEARING WALL T * r SHEET NUMBER: ALL VALLEYS, CHIMNEYS, SKYLIGHTS EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN N"W CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 54" d NOT MORE THAN MAINTAIN MIN. 6" CLEAR FROM BOTTOM OF F KRAFT FACED FIBERGLA55 INSULATION IN ALL PERMIT SET GYPSUM BD. (TAPED RAKES TO RELIEVE "STORM6UARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDIN6 WIRING �13.4.2 EXISTIN6 BUILDINGS 56" ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. x POST TERMINATION NEW RIC FND. WALL -" EXTERIOR WALLS. SPACKLE -3 GOATS MIN.) BARRII_R BY GAF OR APPROVED EQUAL. AT THE UPPER TOP PLATE, WITH ALL PANEL WHEN SUCH WIRING I5 SERVED FROM A COMMERCIAL SOURCE, =• ' ►�R_IO RIGID INSULATION 3' DOWN ON NEW FOUNDATION "OAF" '- CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER � HOLD DOWN SEE SHT N-OI WALLS. �BEHIND ALL TUBS, ALL EVES d RAKES. EXTEND UNDERLAYMENT 24" EDGES OVER FRAMING. OR AN ON-SITE ELECTRICAL POWER SYSTEM AND WHEN EXISTIN6 BUILDINSS UNDER601N6 REPAIR, ALTERATION, DIMENSION CF AT LEAST 4" d NOT CONTRACTOR TO VERIFY EXISTING FIRST � 65-WSP �. SHOWER5, SINKS 4 W.G IN HOLDOWyS ARE REOUIRED AT EACH END PRIMARY POWER 15 INTERRUPTED SHALL RECEIVE POWER CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN T.G. TEMP ERED GLASS (Continuousi sheathed wood structural onel) TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. BATHROOMS. (TYP) PAST "HE INSIDE THE EXTERIOR WALL LINE OF _ GREATER THAN 6-I/4 W/�A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO FASTENERS 6" EDGE 12" FIELD P INSULATION BY "OWENS CORNING" OR APPROVED EQUAL THE BUILDING. OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. CROSS 5EGTION OF 2-1/4 . BE (2)2x6 U.N.O. REVISIONS: 2/25/25 FOR FILING ALL VALLEYS,EAVES AND RAKES TO RECEIVE EXISTING ROOF SHINGLES TO BE REPLACED WITH "STORMWARD" LEAK BARRIER BY "GAF" OR APPROVED 241-GAUGE GALVANIZED METAL ROOF PANELS, TYP. EQUAL. AT ALL EVES 4 RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE EXTERIOR WALL LINE OF THE GONT. R06E VENT BUILDING. ® z T.O. RIDGE — 12 12 TYPICAL FLAT RUBBER ROOF SYSTEM: b i Q 6 EPDM MEMBER, ADHESIVE LAYER, 'POLYSO' V i INSULATION,1/2" PLYWOOD, 2X8 ROOF JOISTS ® — NEW ENTRY PORCH FLAT ROOF Q FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS i \ VENTED VINYL SOFFITS T.M.E. (TYP) i a i Ix FASCIA 3 TRIM (TYP) 0 N SEAMLESS ALUM. LDRS. d GUTTERS ® d w T/O FLAT ROOF i \\ 12�\ Q I/8 d I/8 ® O T/O IST FL. PLATE (HIGH) ® iu iu N I/8" 12 93 m 1'-0' WINDOWS d DOORS BY "ANDERSEN" (400 SERIES) Al MIN. OPSO RATIN ®G a OR EQUAL W/ TRIM T.M.E. (TYP) U OL c O VALUE =.241 SH6=.52, TYP. CEDER SHAKE SIDING (TYP) // ® V 56" H16H RAILING # GUARDRAIL W/ SPINDLES ® 4" MAX. SPACE v 1 BETWEEN (TO BE SELECTED BY OWNER) r T 1 T/O FIRST FLOOR F.F. EXISTING AVERAGE GRADE 13 13 0 SIDE ELEVATION (WEST) AIO 50A E: 1/4,, co } ALL VALLEYS,EAVES AND RAKES TO RECEIVE — EXISTING ROOF SHINGLES TO BE W Z "STORM6UARD" LEAK BARRIER BY "GAF" OR APPROVED REPLACED WITH 2a-6AU6E O ® EQUAL. AT ALL EVES d RAKES. EXTEND UNDERLAYMENT TYPGALVANIZED METAL ROOF PANELS, 24" PAST THE INSIDE THE EXTERIOR WALL LINE OF THE ' W 0 ® BUILDIN6. NEW FIRE PLACE FLUE Q = ® CONT. RIDGE VENT — T.O. RIDGE U 112 12 �T� p ® TYPICAL FLAT RUBBER ROOF SYSTEM: �`"� 4 ® EPDM MEMBER, ADHESIVE LAYER, 'POLYISO' i V INSULATION, 1/2" PLYWOOD, 2X8 ROOF JOISTS T.O. FLUE U ® CARPORT ROOF ASSEMBLY TO BE FILED UNDER A i 4 ® SEPARATE APPLICATION \ , • N FLASHING SHALL BE INSTALLED AT ~ < ® i ►� it ® . .......................................................................... F�1 STORAGE STRUCTURE TO BE FILED UNDER A SEPARATE � `.....� WALL AND ROOF INTERSECTIONS _ APPLICATION ® 28'X24' POOL PAVILION TO BE FILED UNDER A / WINDOWS d DOORS BY "ANDERSEN" _ ® �i � (400 SERIES) W/ MIN. DP30 RATING SEPARATE APPLICATION � — u' ® OR EQUAL W/ TRIM T.M.E. (TYP) U d — — — — i \ VALUE =.24 SH6=.32, TYP. W 1 12 2 / ®— 1/8 1 I/8� __ __ _ M c E M O H ® \ T/O 15T FL. PLATE (HIGH) O x " ' x0 Lo - V ® QI/8 O m 0 a) IL (V A rn � a M � r- �..r= � O ` [A ® cl Z co � ® m m -.U2 E SEAMLESS ALUM. LDRS. E GUTTERS ° � (@ Z � ® w 2a fS Ix FASCIA d TRIM (TYP) _ M G .O. c U) s ® VENTED VINYL SOFFITS T.M.E. (TYP) O U a E V ® CEDER SHAKE SIDING (TYP) 7 co N � � ® o STONE NIGHIHA ARCHITECTURAL WALL w m ® PANELS (TYP) ® T/O FIRST FLOOR F.F. 0 • :i+a„t . ,i ' • - ,, . •, .:. :r: . .;•1trs .tt:•f}r .: • " . ••�••. i{ •ti . Y Y.•t•�t •t.r EXISTING AVERAGE GRADE 13 ® 56" HIGH RAILING d GUARDRAIL W/ 0 SPINDLES ® 4" MAX. SPACE BETWEEN (TO BE SELECTED BY OWNER) cOI� 6 P/C CELLAR EXTERIOR STAIRS N ASSEMBLY (8.25"HT. R 4 (II) 12"W T) 1-4 2 SIDE ELEVATION (EAST) A10 50ALE: I/4"=1'-o" 01 r� '4 ... it ,x4 � E CFO FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL GODS OF NY5 PERMANENT AND WITHOUT A DISGONNEGTING SWITCH OTHER NOTE: NOTE: SYMBOL LEGEND �O E DOTE: �313.1.1 5M0__KE ALARMS EXTG. WALLS TO BE REMOVED - _ _- - «R-4q KRAFT FACED FIBERGLASS INSULATION M BD. TAPED ROOF INTERSECTIONS; WHERE EVER THERE IS A ALL EXTERIOR WALL5 ARE DESIGNED A5 THEN THOSE REQUIRED FOR OVER.GURRENT PROTECTION. NEW WOOD STAIR d RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING 501E DRAWN;CC I/2 GYPSU ( SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O � SINGLE MJLTIPLE STATION � SPAGKLED-3 GOATS GRANGE: IN ROOF SLOPE OR DIRECTION; AND "TYPE II' PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, IN ALL FLAT CEILINGS. SCALE:AS NOTED AROUND ALL ROOF OPENINGS. FLASHING SHALL 5HEATHING TO BE: MIN. 1/2" WOOD CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL POWER OPERATED VVEN INSTALLED IN BUILDINGS WITHOUT HOT 8-1/4" b MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXTG. WALLS TO REMAIN MIN.) ON ALL WALLS BE COF:R0510N RESISTANT (MINIMUM IN GAUGE) STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY COMMERCIAL POWER OR AN ON-SITE ELECTRICAL PON^_-R SHALL BE �1") MIN. HEAD ROOM b'-6". G� CARBON MONOXIDE ,: JOB#: 23-0009 �I KRAFT FACED FIBERGLASS INSULATION IN ALL CEILINGS. (TYP) ALL EXPOSED RESTSFASCIAS TRIM TO BE GAPPED ATTACHED W/ 51:>AN COMMON NAILS B b" APPENDIX J 5Y5TEM OR IN BUILDINGS THAT UNDERGOING REPAIR, HANDRAIL ON AT LEAST ONE 51DE OF CONTRACTOR TO RE-GRADE EXISTING DETECTOR SMOKE DETECTOR NEW CONSTRUCTION FLOORS OVER UNCONDITIONED SPACE DATE: 02125125 BY ALUi 1. O.G. AT PANEL EDGES AND 12" O.G. IN R313.1.2 POIAC-P SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION,OR STAIRWAY. HANDRAIL HOW NOT TO EARTH. PITCH AWAY FROM THE HOUSE. 100 GFM FAN BEARING WALL SHEET NUMBER: *�5 KRAFT FACED FIBERGLASS INSULATION IN ALL 1/2" MOISTURE RESISTANT FIELD. EXTERIOR SHEATHING SHALL BE IN N"W CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RELOCTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 54" d NOT MORE THAN MAINTAIN MIN. 6" CLEAR FROM BOTTOM OF PERMIT SET GYPSUM BD. (TAPED 4 ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND — EXTERIOR WALLS. RAKES TO RELIEVE "STORMGUARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING R3I3.4.2 EXISTING BUILDINGS 56 ABOVE STAIR TrZ-AD NOSING. NEW SIDING TO GRADE. x POST TERMINATION NEW P.0 FND. WALL R-10 RIGID INSULATION 5' DOWN ON NEW FOUNDATION SPAGKLED-5 GOATS MIND THE UPPER TOP PLATE, WITH ALL PANEL WREN SUCH WIRING I5 SERVED FROM A GOMME:RGIAL SOURCE,CARBON MONOXIDE ALARMS SHALL BEE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER 0 HOLD DOWN SEE 5HT N-01 GS-W5P WALLS. BARRIER BY "GAF" OFF. A PROVED EQUAL. AT r_ EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, BEHIND ALL TUBS, E5 � RAKES. EXTEND UNDERLAYMENT 24" EDGES OVER FRAMING. OR AN ON-SITE ELECTRICAL POW�R SYSTEM AND WHEN DIMENSION OF AT LEAST 4 d NOT CONTRACTOR TO VERIFY EXISTING FIRST t T.G. Ti=MPE�a..ED CLASS � TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. ALL EVES �, HOLDOWNS ARE REQUIRED AT EACH END PRIMARY POKER 15 INTERRUPTED, SHALL RECEIVE POWER CHANGE OF OCCUPANCY, ADDITION,OR RELOGTION IN GREATER THAN 6-1/4' W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO (Continuously sheathed wood structural panel) SHOWERS, SINKS � W.G IN � ' BATHROOMS. (TYP) PAST THE INSIDE THE EXTERIOR WALL LINE OF OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE: ACCORDANCE WITH APPENDIX J. CROSS SECTION OF 2-1/4". BE (2)2xb U.N.O. FASTENERS 6" EDGE 12" FIELD ; INSULATION BY "OWENS CORNING" OR APPROVED EQUAL THE BUILDING. REVISIONS: 2/25125 FOR FILING ALL VALLEYS,EAVES AND RAKES TO RECEIVE "STORMOUARD" LEAK BARRIER BY "OAF" OR APPROVED EQUAL. AT ALL EVES 4 RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. TYPICAL FLAT RUBBER ROOF SYSTEM: EPDM MEMBER, ADHESIVE LAYER, 'POLYSO' INSULATION,I/2" PLYWOOD, 2X8 ROOF JOISTS PROVIDE MINIMUM I" SPACE BETWEEN THE INSULATION d THE ROOF SHEATHING TYPICAL EXTERIOR WALL CONST.: CIDER SHINGLE SIDING T.M.E. "TYVEK" HOUSE WRAP R-5 R161D INSULATION 1/2" COX PLYWD. SHEATHING. 2xb STUDS ® 16" O.G. W/ R-14 KRAFT FACED BATT INSUL., TYP. T.O. RIDGE CONT. RIDGE VENT 12 12 6 EXISTING ROOF SHINGLES TO BE REMOVED i TYPICAL METAL ROOF CONSTRUCTION: i 241-6AU&E GALVANIZED METAL ROOF PANELS, \ (1) LAYER OF 30# ROOFIN6 FELT i (V EXISTING 1/2" GDX PLYWOOD SHEATHING. i ATTIC \ VENTED VINYL SOFFITS T.M.E. (TYP) EX. 2x ROOF RAFTERS Ix FASCIA # TRIM (TYP) O i EXISTIN6 ROOF � SEAMLESS ALUM. LDRS. # &U VENTED VINYL SOFFITS T.M.E. i TRUSSES TO REMAIN TTERS r T 1 (TYP) Ix FASCIA d TRIM (TYP) -- ---- d 1/8 12 T/O FLAT ROOF _ 14"A-1/6" T.J.I. ® 16" O.G. Q 1/8 T/O PLATE (HIGH) 2x8 R.R. ® 161, O.G. 2x8 R.R. ® 16" O.G. T/O IST FL. PLATE (H16H) O — xC.J. ® SEAMLESS ALUM. LDRS. d GUTTERS �j lul 0 R-44 INSUL. (5) Q-5/8" M.L. HDR. (5) a-5/8" M.L. HDR. WINDOWS d DOORS BY (2) 2x8 HDR., TYP. BEDROOM - X R-49 INSUL. "ANDERSEN" (400 SERIES) 1� 0�' (�x8 HDR., - = 2 R-15 INSUL. HDR., COVERED PORCH 11 " 11 - � bXb STEEL COLUMN (PAINTED) z IL ( ) , TYP ON 36 x36 x36 DEEP W/ MIN. OF50 RATING OR to O tV O EQUAL W/ TRIM T.M.E. (TYP) R-IS INSUL. IN EXTERIOR WALL, TYP. O J = O z W/ (4) #5 REBAR EACH WAY P.G. FT6 U VALUE =.2a SH6=.32, TYP- W IY J (TYP) - 5/4 PLYWD. SUBFLOOR GLUED AND NAILED (TYP) V tV UJ 3" NEW CONCRETE SLAB ATOP V 1 1/2' R-10 FOAM BOARD WITH 6 MIL VAPOR BARRIER HALLWAY ENTRY HALL ON TOP OF SLAB ON GRADE,TYPICAL T/O EX. FLOOR SLAB T/O FIRST FLOOR F.F. ICE AND WATER SHIELD, TYP. EXISTING AVERAGE_GRADE _ } EXISTING AVERAGE GRADE rT, EXISTIN6 FLOOR CONCRETE DAMPROOFIN& TO GRADE 1 I W SLAB (TYP) TIE NEW FND. WALL INTO L-____- EXISTIN6 W/ #5 BARS 12" LONG (n EXISTIN6 FOUNDATION WALL DRILLED a GROUTED WHIGH rn AND FOOTING, (TYP) EPDXY RESIN. ® 12" 0.0 HORIZ. (TYP) TYPICAL FOUND. CONSTRUCTION: 6" POURED CONCRETE WALL KEYED F---� >- TYPICAL SLAB: TO I6"x6" DEEP POURED CONCRETE FOOTING REINFORCED W/ (5) a z 4" P.0 SLAB, bxb 10/10 W.W.M., #5 REBARS CONT. IN FT6. (TO BE MIN. 5'-0" BELOW GRADE) R-10 RI61D INSULATION R-10 RI61D INSULATION 3' DOWN ON NEW FOUNDATION WALLS a w 6 MIL VAPOR BARRIER 1 SECTION 4" COMPACTED POROUS GRAVEL-FILL W 0O (a5% WELL COMPACTED) Q = All SCALE: I/4,,mv-O" o U W � � oN U H ROOF MIN. 4" V.T.R. MIN. 4" V.T.R. MIN. 4" V.T.R. • I I I I I I cY, 3/4"H 3/4" --5/4"H 5/4"HW 5/4'HW M o �3/40G 3/4"G S/4"G 3/4"GW 5/4"GW xo ,c U n M o2 o � a >- M@0 W °' to z Ncu `2 t I I T — __- -C I I ► 2 . s I I NEW FIXTURES TO COMPLY W/ CODE L a I BATH I I BATH I I BATH I I I POWDER LANDRY I �n U a � �� ROOM I I ROOM :: I REOUIREMENTS FOR CERTIFIED WATER co E N w 2"VI 2"VI 2"VI 2" I 2iV 2"V 2"V) 2"V 2"VI 2"VI 2"VI 2"VI 2"VI 2f'V 2 `/I KITCHEN SAVING PLUMBING FIXTURES I Y i I I I I I I A I A I I I A I I I I ALL PLUMBING WORK SHALL CONFORM A I I I I I I I I I I TO IRO PLUMBING GORE W.G. I i W.G. W.G. I W.G. NASHEF DW ENE, cn I BATHTUB 1ST FLOOR FSHONE I SHOWS 2"W 3"S 2"W I 211W Bois 2"W Bois 2"W I Bois 2"W 2"W 2"W TO PROPOSED SYSTEM MIN. ! Bois 1/4' PER FOOT PITCH, TYP. W 3"W ON HORIZONTAL RUNS B"W B"W N 2 PLUMBING RISER DIAGRAMnys All SG�L�:r.s. j10 E FE51DENTIAL CODE OF NY5 PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER NOTE: NOTE: NOTE_ FLASHI''VG SHALL BE INSTALLED AT WALL AND �- � SYMBOL LEGENQ M (TAPED - ROOF INTERSECTIONS; W`'ERE EVER THERE 15 A ALL EXTERIOR WALLS ARE DESIGNED A R313.1.1 SMOKE ALARMS THEN THOSE REQUIRED FOR OVERGURRENT PROTECTION. NEW WOOD STAIR d RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOIL EXTG. WALLS TO BE REMOVED _ *�Q KRAFT FACED FIBERGLASS INSULATION I DRAWN:CC 4 ACKL BD. O E :: SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O � SINGLE d MULTIPLE STATION � SPAGKLED-3 GOATS GHAN61= IN ROOF SLOPE OR DIRECTION; AND TYPE I I PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERG-DING E'.EPAIR, ALTERATION, IN ALL FLAT CEILINGS. SCALE:AS NOTED AROUND ALL ROOF OPENIN65. FLASHING SHALL SHEATHING TO BE MIN. 1/2" WOOD CHANGE OF OCCUPANCY ADDITION OR RELOCATION SHALL POWER OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT HOT 6-1/4" d MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXTG. WALLS TO REMAIN MIN.) ON ALL WALL5 d BE CORROSION RES15TANT (MINIMUM 26 GAUGE) STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SHALL BE C{") MIN. HEAD ROOM 6-8". � CARBON MONOXIDE *R-2I KRAFT FACED FIBER6LA55 INSULATION IN ALL JOB#: 23-0009 GEILIN65. (TYP) ALL EXPOSED FASCIAS d TRIM TO BE GAPPED ATTACHED W/ SD COMMON NAILS C b" APPENDIX J SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING DETECTOR SMOKE DETECTOR NEW CONSTRUCTION FLOORS OVER UNCONDITIONED SPACE DATE: 02/25125 "� r ALTERATION CHANGE OF OCCUPANCY ADDITION OR STAIRWAY. HANDRAIL H6HT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. c 100 GFM FAN SHEET NUMBER: BY ALUM. O.G. AT PANEL EDGES AND 12 O.G. IN �313,�,�2 POI�i;,.R SOURCE � � � � BEARING WALL T "R_15 KRAFT FACED FIB>=R6LA55 INSULATION IN ALL I/2" MOISTURE RESISTANT FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION THE REQUIRED SMOKE ALARMS SHALL RELOCTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 54" $ NOT MORE THAN MAINTAIN MIN. b" CLEAR FROM BOTTOM OF PERMIT SET ALL VALLEYS, CHIMNEYS,SKYLIGHTS, EAVES AND � EXTERIOR WALLS. GYPSUM BD. (TAPED $ CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING 13.4.2 EXISTLG-�BUILOING5 56" ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. )( POST TERMINATION NEW P.G FND. WALL y ? RAKES TO RELIEVE "STORM6UARD" LEAK r R-10 RIGID INSULATION 3 DOWN ON NEW FOUNDATION SPAGKLED-3 COATS MIN.) THE UPPER TOP PLATE, WITH ALL PANEL WHEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER HOLD DOWN SEE 5HT N-01 WALLS. BARRIER BY "GAF" OR APPROVED EQUAL. AT -- � � G5-W5P BEHIND ALL TUBS, ALL EVES d RAKES. EXTEND UNDERLAYMENT 24" EDGES OVER FF'�..AMIN6. O^ AN ON-SITE ELECTRICAL POWER SYSTEM AND WHEN EXISTIN6 BUILDINGS UNDERGOING REPAIR, ALTERATION, DIMENSION OF AT LEAST 4" d NOT CONTRACTOR TO VERIFY EXISTING FIRST ' HOEDOWNS ARE REQUIRED AT EACH END PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POh=R T.G. TEMPERED GLA55 (Continuouslysheathed wood structural panel) *TO BE PROVIDE IN CEILIN65 EXPOSED TO UNHEATED SPACE-5. SHOWERS, SINKS +� W.G IN CHANGE OF OCCUPANCY, ADDITION, OR RELOGTION IN 6REATEFL THAN b-I/4" W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO FASTENERS 6" EDGE 12" FIELD P INSULATION BY "OWENS GOP.NING" OR APPROVED EQUAL BATHROOMS. (TYP) PAST THE INSIDE THE EXTERIOR WALL LINE OF OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. CROSS SECTION OF 2-1/4". BE (2)2xb U.N.O. - '- THE BUILDING. j �__ DIVISION 1 -GENERAL REQUIREMENTS REVISIONS: 1 Work performed shall comply with the following: E. Lao Bolts: 2n5/25 FOR FILING a. These general notes unless otherwise noted on plans or specifications. 1 Shall be of structural grade steel 2. AN windows shag have Insulating glass, or single glass with storm windows or equal Sizes Indicated on plans are b. Building Code as specified on the architectural drawings. 2 Washers shag be placed under the head of lag bolts bearing on wood Length of lag bolts shall be minimum 2/3 nominal only. Builder to consult with window manufacturer to determine exact sizes, rough opening, etc. At least one c. AN applicable local and state codes, ordinances and regulations. depth of members being bolted together. window from each bedroom area shall have a net clear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft.) with a net d in areas where the drawings do not address methodically, the contractor shall be bound to perform in strict F. Altering Structural Members: clear height of 24, a net clear opening width of 20', and a sit height of 44' or less above the floor for egress compliance with manufacturer's specifications and/or recommendations. 1 No structural member shall be omitted, notched out, blocked out or relocated without prior approval by the purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18' of the floor, which may 2. On-site verification of al dimensions and conditions shag be the responsibility of the general contractor and Architect. Do not alter sizes of members noted without approval of Architect. be subject to frequent and recurrent accidental human impact shag be tempered as per Residential Code of New York his subcontractors G. Built-uric Beams: State and local codes and ordinances. 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 1 Built-up beams or joists fomned by a multiple of 2 x members shag be interconnected as follows: consult Architect in case of question. a. Members 9-V4' and less in depth: glue and internal w/2 rows 16D nags at 12' o.c. staggered DIVISION 9 -FINISHES 4. The general notes and typical details apply throughout the job unless otherwise noted or shown b. Members greater than 9-V4' in depth or multiple 3 x members through bolt with V2' diameter machine bolts at A General 5. Discrepancies: The contractor shall compare and coordinate al drawings; when in the opinion of the 24' o.c. staggered 1 AN gypsum wallboard shall be instated in accordance with the provisions of the Residential Code of New York State and contractor, a discrepancy exists he shag promptly notify the Architect,In writing, before proceeding with the H. Cutting of Beams. Joist and Rafters: local codes and ordinances (as applicable). work or he shag be responsible for the same and any indirect results of his action 1 Cutting of wood beams, joists and rafters shall be limited to cuts and bored holes not deeper than V6 the depth of 2. Gypsum wallboard shall not be installed until weather protection for the installation is provided Storage should be in6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the accordance with manufacturer's instructions. work. In the event that certain features of the construction are not fully shown on the drawings, current the member and shag not be located In the middle of V3 of the span. Notch depth of the ends at the member shag not exceed 1/4 the depth of the member. Holes bored or out Into joist shall not be closer than 2 inches to the or bottom 3. AN edges and ends of gypsum wallboard shall occur on the framing members except those edges which are national, state and local codes, ordinances, regulations or agreements as well as current acceptable building tiP practices shall govern, and their construction shall be of the same character as for similar conditions that are of the joists and the diameter of the hole shall not exceed V3 the depth of the joist. The tension side of beams, joists perpendicular to the framing members. All edges of gypsum wallboard shag be in moderate contact except In concealed and rafters of 4 Inches or greater nominal thickness shall not be notched, except at ends of members. spaces where fire resistive construction is not required. shown or noted 1 Pipes In Stud bearho Nags or Shear Nags: 4. The sizes and spacing of fasteners shag comply with the Residenfiial Code of NYS and local codes and ordinances (as t The Architect unnll not be responsible for and not have control over construction means, methods, 1 Notches or bored holes to studs of bearing wags or partitions shall not be more than V3 the depth of the stud applicable). techniques, sequences or procedures, or for safety precautions and programs In connection with the work, and the J. Bridging and Blocking: 5. Provide moisture resistant drywall cement board at tubs aril showers as shown on detadetailsinarchitectural drawings. will not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing 1 There shall be not less than one of bridging in every eight feet of span In floor, attic and roof framing The 6. Fire-resistive-resistive construction: Garage ceilings and wags when adjacent to a dwelling unit shall be of rated construction any of the work, to carry out the work In accordance with the approved contract documents. fine bridging shall consist of not less than one by three Inch lumber double nailed at each end or of equivalent metal according to the U. Design specified on the drawings when units are designed under NYS standards as indicated on the 8. Any and ail drawings and trusses,and for conditioning g systems supply o waste, electrical ofes io and bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not drawings. (5/8' type X wags and ceilings) heating, ventilating, fabricated trusses, and air conditioning systems are not a part of the professional services provided to the Client by the Architect unless included under their agreement. Any discrepancies twelve inches nominal. Block sold at ail bearing supports where adequate lateral screpancies with these support is not otherwise documents by any of the above listed services as shown In documents prepared by others should be Indicated provided Block all stud wags at maximum Intervals of eight feet with minimum of 2 x sold material with fight DIVISION 15 - MECHANICAL Provide 2 x fresto s at m gin joints in writing to the Architect immediately. p id-point vertically of stud wag. Bridging as required by floor truss manufacturer's printed 9. Prior to application for building permits, the Contractor will furnish the Architect with two sets of shop Instructions. A. Heatho Ventilation and At Condtonha drawings of all prefabricated components, one set to be retained by Architect, the other set to be retuned to 1 AN work shag be in full accordance with all current codes and regulations of the governing agencies. contractor after review. items requiring shop drawings include but are not limited to roof trusses, floor K. Lintel Schedule: 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser ocation, duct sizes, etc. to trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be 1 Unless otherwise shown, provide 1 Intel with 6' minimum bearing for each 4' of wall thickness. Architect prior to Installation Mechanical subcontractor to review structural shop drawings and notify the Architect of any 2. Lintel Schedule: mechanical and structural and design intent conflicts prior to construction.modified during construction from previously approved shop drawings, the Architect shag be punished Prior to fabricator, with revised shop drawings Incorporating the revision. If the Architect is not provided with the Span: Size of Member 3. AN work shag be done ina neat and workmanlike manner and so as to not needlessly hamper that portion of the work Up to 4'-0' 3 V2 x 3 V2 x V2 or 2-2x6 performed by others. above information, the client shah defend indemnity, and hold harmless the Architect from any claim or suite 4'-T to 5'-0' 4 x 3 V2 x 5/16 or 2-2x8 P e : whatsoever, including but not Invited to, all payments, expenses or costs Included arising or alleged to have 5'-T to V-0' S x 3 V2 x 5/16 or 2-2x10 1 Al work shall be in full accordance with all current codes and regulations of governing agencies. arisen from prefabricated items. -T to 8'-0' 6 x 3 V2 x 3/8 or 2-2x12 2. AN work shag be done in a neat and workmanlike manner and so as to not needless hamper 10. The conditions and assumptions stated In these specifications shag be verified by the contractor for 6' needlessly ha mp that portion of the work performed by others. conformance to local codes and conditions. In the event of a discrepancy between these specifications and L PIMod 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any pkrrbk Q local codes or conditions, the contractor shall notify the Architect in writing of the discrepancy and special 1 AN plywood shall be Doug fir or equal It shah be manufactured and graded In accordance with HVAC, structural and design intent conflicts prior to construction. Architecting requirements shall be applied to insure the buldirvs structural Integrity. DOC PS 1-95 for Construction and Industrial Plywood tl These requirements may be superseded by more stringent information contained within 2. Each plywood sheet shag bear the 'APA' trademark MOON 16 - ELECTRICAL the drawings. The more stringent shag be followed 3. AN end joints shall be staggered and shag butt along the center Ines of framing members. 12 Sol conditions shag conform to or exceed the following conditions: 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. 1 AN work shag be in furl accordance with all applicable National, State and Local codes and shag comply with the W Bearing Capacity: Min 2000 psf. field verified under all footings and reinforced slabs. 5. Nags shag be placed 3/8' r nrmm from the edge of the sheets. The r anti m nail penetration into framing requirements of the serving Water Table. Min 2'-0' below bottom of all concrete slabs and footings. Footings, foundations, wags, and members shag be 1 1/2' for 8d nails and 1 3/8' for 10d nags, power and telephone companies. slabs shall not be placed on or in Marine Clay, Peat and other organic materials. 6. AN floors shall be nailed as per nailing schedule. 2. Al work shag be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the 13. Live Loads: Roof: 20psf. Floor. 40psf (except sleeping rooms:30psf). Exterior Balconies: 60psf. Stair Landings: work 40 sf. Wind LoacJ sf. Garage: 50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 10psf. M. Comer Bracindd P �P 9e� pr performed by others. Decks: 40 sf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrails 200 sf. 1 Unless otherwise noted brace exterior corners of building with 1 x 4 diagonals, let Into studs, or with 4 x 8 P P 3. Installation: 14. Bottom of footings shag extend below frost One of the localityand minimum 3'-0' below existing grade to plywood sheet of thickness to match that of sheathing, or with metal strap devices installed In accordance a AV equipment Instated outdoor and exposed to weather shag be weatherproof. undisturbed soil or soil compacted to 95 % dry densityha a load carrying as s nailing schedule � having yn9 capacity y specified h Note 12, 2. Lap plates at all corners. b. Bottom of receptacles and switches shag be located 5' above counter top unless otherwise noted on drawings. as verified by a sods Architect licensed in the locality where project is being built. c.Receptacles shall be Instated vertically at 1T above finish floor and 12'-0' o.c. horizontally. AN receptacles within 15. AN foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed sot 6'-0' horizontally of a sink lavatory or tub shah be wired to a grand fault Interrupted circuit nailing shall comply with nailing schedules (see attached schedule) and exceeds 16', but less than 4'-0', shag consist of clean, porous, slog compacted In 6' layers to 95% dry density 1 AN d. Wag switches to be 48' above floor. or provide +4 rebar at 2'-0' o.c, T-0' beyond all state and local building codes, or maufacturer's recommendations. y edge of undisturbed soli and 1-0' Into foundation wall e. All smoke detectors to be Ine voltage and wiled in a manner such that the activation of one will activate al. Each 16. Free draining granular backfill (SM or better) shag be used against foundation0. Fire St000ina foundation wags consistent with the floor level to have at least one smoke detector. Each bedroom to have its own smoke detector in addition to a smoke architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf (pounds per 1 Fie stopping shag be provided to cut off al concealed draft openings (both vertical and hodzontaD with 2' detector located In a hallway outside the bedrooms. cubic foot). If backfil pressures exceed 40pcf, then wags must be designed for actual pressures by a nominal lumber or 2 thicknesses of T nominal limber with broken lap joints or other approved material. f. A line voltage carbon monoxide detector shall be located at each level of the dwelling , including the basement or registered Professional Architect licensed In the locality where project is being built P. A ent: cellar. 17. Unbalanced fill not to exceed T-0' unless otherwise noted and substantiated by Architecting calculations. 1 Al rafters and joists framing from opposite sides shag lap at least six (3) inches and be nailed together with Backfl shag not be placed against wags until slabs-on-grade and framed floors are In place and have reached min. (3) 10d face nals. ( (see attached nailing schedule for superceed'ng requirements) their design strength. Proper precautions shah be taken to brace foundation wags when backfiling. Where 2. When framing end to end joists shag be secured together by metal straps. backfill is required on both sides, backfill both sides simultaneously. 0. Partitions: 1 General DMSION 3 -CONCRETE a. Provide sold blocking at 4'-0' o.c. between the joist and fist interior parallel joist. b. Spices of the top and bottom portion of double top plates must be staggered a irr nxm of 4'-0'. A. General c. Spices shag occur only directly over studs. 1 The concrete properties shall be as follows: d. Structural variations are allowed if substantiated by Architecting calculations. Stamped by professional Architect W Item Mn. Comp. Strength Nan Aoaeoate size Sri g licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to 0 28 Days (PSD Architect for approval prior to construction LO e. La to plates at corners and Intersections. co Footings 3,000 V2'-T 4' 1' P P P Slab-on-Grade 3,000 V2'-T 4' 1/2' 2. Bearing Walls supporting one floor or more: Walls 3,000 V2'-T 4' 1/2' a. Partitions must be constructed of minimum 2 x 4 studs spaced 16' o.c. of type lumber specified Garage Slabs & exterior slabs 3,500 VZ-T 4' T w/ 5% b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's Is used, floor joists shall be } at entrainment centered directly over and below bearing wag studs with a tolerance of no more than T unless substantiated by Architecting calculations. ,4 Z 2. Concrete work shall conform to al requirements of ACI-318 specifications for structural concrete for buildings. c. Bearing stud wags must be sheathed with a minimum V2' gypsum board fastened according to drywall LL manufacturer recommendation ;w� Q Z) 3. Al reinforcement, anchor bolts, pipe sleeves and other Inserts shag be positively secured In place and G r (D located according to the appropriate architectural drawings and details R. Wood Roof Trusses: W 0 B. Reinforcing Steet 1 Timber trusses shag be designed in accordance with accepted Architecting practices. Calculations, joint strength information _ (allowable load per square inch or per nail, allowable edge distance, allowable end distances) load test data and other o U 1 Reinforcing steel shall be Intermediate grade new billet deformed bars grade 60 conforming to ASTM & vn 615. Welded wire fabric shag conform to ASTM A-185. See architectural drawings for sizes and locations. information as necessary shall be submitted to local authorities for approval prior to fabrication Each truss shall be O F- 2 Detailing, fabricating and placing of reinforcement shag be h accordance with ACI-318-99 Manual secured at bearing with one 'rafter tie' metal type anchor at each end T 1-� N U BuDetift Code Ricatin and for Structural Concrete 2. Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this �./ information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie' type anchor and a 3. Al reinforcing bars which Intercept perpendicular elements shall termhate In hooks, placed two (2) aches scissors truss connector, 'Simpson' or approved equal, at the other end to tie down the truss while permitting the clear from outer face of element. truss to move outward without deflecting the wall. H 4. The contractor shag notify the building official at least forty-eight (48) hours prior to each concrete pour. 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify al spans, No concrete shah be poured Into footings containing standing water or mud Footings shag be dewatered dimensions, heel heights, pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout prior to placement of concrete. No concrete shall be placed until al reinforcing has been installed by the plan, each sealed by a professional Architect registered in the jurisdiction where the construction Is taking place, to contractor and inspected by the building official or county approved licensed inspector. Architect prior to fabrication, one for Architect's records and one to be returned to contractor after review. 5. Minimum protective cover for reinforcing steel shag be as follows: 4. Truss shop drawings indicating calculations, loading, load test data, horizontal thrust and any other information a. Footings: 3' required shag be sealed by a professional Architect registered In the Oisdicton where construction is taking place and b. Beams and colurms: 2' be submitted to building officials prior to fabrication c. Slab: 3/4' Wire mesh to be placed at mid-depth of slab) 5. Store trusses above grade on wood sticking in such a way to prevent bending, warping or deflection of trusses. d Walls -1 V4' at interior face: 3' at exterior face. 6. Roof Truss Bracing Instal permanent bracing for al wood roof trusses as specified below. Follow al C. Foundation: recommendations specified in Bracirp Wood Trusses: Commentary and Recommendations BWT-76 published by the cf) aD 1 Footingdepths are shown on the architectural drawings. Footings Truss Plate institute, Inc. CD 00 nil tngs shag bear a minimum of T-0' into � CD 00 original undisturbed sol and a rnnimurn of T-0' below finished grade. Where required, step footings to ratio a. Top Chord Plane: Properly Installed plywood sheathing with staggered joints aril correct nailing should X LO LO of 2 horizontal to 1 vertical. adequately brace the top chord plan However, when gable end trusses are used continuous 2 x 4 braces should be m° m 00 2. Where conditions develop requiring changes in excavations, such changes shall be made as directed by the installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable end midspan Ci n c Architect. between roof center-fine and wall on each side of center-One and at center it* of roof. a co °@ M 3• Al footing excavations shag be inspected by the building official or county approved Inspector prior to the b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace -6 Z u Y placing of any concrete. Same shall be given forty-eight (48)hours notice for this observation should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nag this brace to all members it o � M ,D E 4. Sol investigation and report: Al earth work, compaction and supervisions shah be done according to the crosses. Instal this bracing at al gable or end wall conditions and at 14 foot minimum intervals o iminimumintervals throughout the truss m a recommendations of the soil investigation report prepared by a Icensed geotectrical Architect. Concrete slab system a) o s c. Bottom Chord Plane: Provide continuous 2 x 4 braces on to of the bottom chord of all roof trusses. Three rows and footing calculations are based on a 2,000 psf value. If on-site test boring Indicate lesser values, notify P � � s " � Architect, In writing, so that necessary structural modifications can be made. minimum are required located at the V4 points of the truss span. Securely nail these braces to al members that it �n U 0- 'U) 5. Slab-on-grade shag be 4' thick reinforced with 6 x 6 Wt4 x Wt4 WWF and shall be placed on 6 mil. crosses. � co vapor barrier on 4' crushed stoma. S. Wood Floor Trusses: N ILL! Slab-on-grade at porches shall be 4' thick unless otherwise noted 1 Floor trusses to be manufactured and installed In strict accordance with manufacturer's recommendations. Al 7. Instal anchor straps as per mfg. recommendations: 1T from corners and Intervals as per plans. spans, joist depth and spacing to be verified by manufacturer's. Shop drawings indicating calculations, loading, load Minimum embedment for anchors shall be as specified by manufacturer. test data and any other information required shall be sealed by a professional Architect registered in the jurisdiction 8. Beam pockets shall be formed into concrete wags to provide a continuous level flat sold bearing surface where construction is taking place. Truss manufacturer shag verify al spans,dimensions, bearing points spacing, etc. for al beams. Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for DIVISION 6 - WOOD Architect's records and one to be returned to contractor after review. � N1 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent A. Lumber Grade: American Softwood Lumber Standard exposure to the elements. Always store upright, especially if stacking. Grading shall comply with DOC PS 20-70 ' ' and applicable Western Wood Products Association standards. DIVISION 7-THERMAL AND MOISTURE PROTECTION O 1 Al timber shag be, unless otherwise noted, No. 2 grade. Douglas Fir-Larch with the following minimum structural values. A. Roofing: c!� a. Extreme fiber bending stress: 2 x & WIDER Fb 875 PSI 1. Fiberglass Shingles: THRTY(30) year self sealing shingles over 1 layer of 30* asphalt saturated felt uderlayment eC b. Horizontal Shear. Fv - 95 PSI mess otherwise noted. Instal according to manufacturer's instructions. o� c.Compression perpendicular to grain: FcL = 625 PSI 2. Cedar Shakes: •2 grade recHabel cedar shakes (18' 1 x .457) over one layer 30+ as.f. undedayment. Instal with 4 N d Compression parallel to grain: Fc - 1300 PSI V2' weather exposure. Apply an 18' wide strip of 30+ a.s.f. over each course of shakes, 9' from bottom edge of shake E-! e. Modulus of elasticity: E - 1,600,000 PSI extending over top of shake and onto sheathing I<�C f. Moisture content: 19 % maximum 3. Eave Flashing See note B-4, below. B. Flashincr 2. Other species may be used provided substituted species shag meet or exceed requirements noted above. 1. Al flashing, counter flashing, and coping when of metal shag be of not less than no. 26 U.S. gauge corrosion-resistant 3. Moisture content: Al amber 4' and deeper shall have moisture content not greater than 19 %, air dried lumber is metal. desired but not necessary. Lumber may be kiln dried however drying process must be slow and regulated to cause a 2. Flash al exterior openings and all building corners with approved material to extend at least 4' behind wall covering. minimum amount of checking, comparable with at dried stock. Cover al exposed plywood at bolding corners with waterproof building paper. 4. Al exterior lumber and lumber in contact with masonry or concrete shag be pressure preservative treated In 3. Step flash at al roof to wall conditions. Flash and caulk wood beams and other projections through exterior wags or accordance with AF&PA standards and stamped 'Ground Contact 0.40 bs/cubic foot'. roof surfaces. 5. Grade stamps shag appear on all kmber. 4. Eave flashing shall consist of two layers of 15+ a.s.f.cemented together In addition to required nailing from the edge 6. Store al amber above grade and protect from exposure to weather, of the eave up the roof to overlay a point 24 aches inside the interior wag line of the building. B. Fitch Beams: C. Attic Ventilation: 1 Flitch beams shag have a minimum fb - 15000 E-1t4 with V2' bolts located not closer than 2' from the top and 1. Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened . - bottom edge unless otherwise noted. There shah be a bolt top and bottom 2' from each end (see typical filch plate ventilating openings protected against the entrance of moisture and rah h accordance with, u � bolt pattern detail). NYS and local codes and ordinances. See details on architectural + , r C. Joist Harpers: plans for locations and details. 1 Al pains, joists and beams not framed over supporting members shall be supported ` "f 2. Joist hangers shag be prime quality steel which conforms to ASTM-A525, min. 22 gauge. Products acceptable DIVISION 8 - DOORS AND WIhDOWs t s; • shag be Simpson, Kant-Sag, or equivalent. A General "f`� DRAWN:CC D. Bolts In Wood Framing 1 Windows in buidngs located in wind-borne debris regions (120 mph wind zone or with-in one mile of the ocean bay SCALE:AS NOTED 1 Al bolts in wood framing shag be standard machine bolts with standard malleable ion washers or steel plate and sound) shall have glazed openings protected from wind-borne debris or the binding shall be designed as a partially ' `` JOB#: 23-0009 washers. enclosed building in accordance with the Building Code of New York State. Glazed opening protection for wind-borne 2. Steel plate washer sizes shag be as follows: 25/25 debris shall meet the requirements of the Large Missile Test of ASTME 1996 and of ASTME 1886 ( DATE: 02 UMBER: a. V2' and 5/8' Diam bolts - 2-1/4' sot x 5/16' xce io � .Q�.N SHEET NUMBER: b. 3/4' Dia. bolts-2-5/8' sq. x 5/16'. Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and a maximum span of 8 feet (2438 mrcJ shag "mow PERMIT SET 3. Each bolt hole in wood shall be dried 1/16' larger than diameter of bolt be permitted for opening protection in one- and two-story buildings. Panels shag be precut to cover the glazed 4. For sl anchors, see typical details on architectural drawings. openings with attachment hardware provided. Attachments shag be provided In accordance with Table R3022.1.2 or shall be designed to resist the components and cladding bads determined In accordance with the provisions of the Residential Code of New York State. provided that is capable side-hinged and shag provide a dear width of not less than 32 Inches (813 mm) where measured R3122 Window fall protection. 3.One-eighth-hch(3.2 nun) coat of surface-bonding cement complying with ASTM C887 REVISIONS: R301212 PROTECTION OF OPENNGS. N110114 (R4013)Certffbate (Mandatory). of producing an average Iumination of 6 footcandies (65 ILW over the area of the room at a height of between the face of the door and the stop,with the door open 90 degrees (15T rad). The clear height Wow fall protection shal be provided In accordance with Sections R312.2.1 4. Any material permitted for waterproofing In Section R4062 . A Windows In ebris nor boated In whag be debris rations shag have glazed openings protected from 30 Indies (762 mm)above the floor level. of the door 0 paining shah be not less than 78 idles (1981 inning) In height measured from the top of the 5.Other approved methods a materials. permanen ce to shag be completed by the budder a other approved party and posted on a wag 2r2sizs FOR FILING widioorne debris or the kx)ildirtg shag be designed as a partially enclosed burldhg In accordance with h the space where the furnace is located a unity roan or an approved location inside the b 3. Use of su room and patio covers, as defined h Section R202 excess of 40 percent of the exterior threshold to the bottom of the stop. Other doors shal not be required to oonr y with these mhhxm In dwelling wits, where the top of the sill of an operable window opening is located less than 24 Inches Exception:Parghg of unit masonry wags is not required where a material is approved fa direct ASCE 7. Glazed opening protection fa wirtdbome debris shag meet the requirements of the Large Where located on an electrical panel the certificate shag not cover or obstruct the vis of the surroan wall are open,or are enclosed only by insect screening dienskns. Egress dons shag be readily openable from Inside the dwelling wlthhoxrt the use of a key or (610 min)above the finished floe and greater than 72 Inclines ('1829 inn) above the f(nlshhosd grade a apploatlon to the masorcy. Concrete wags shag be dampproofeid by applying any one of the gated � M Missile Test of an approved Impact resisting standard or ASTM E 1996 and ASTM E 1886 referenced special kno c rcuit drectory label service disconnect label or other required labels. The certificate shal indicate the wledge or effort. other surface below on the exterior of the baking the operable window shag comply with one of the of the oofing materials a any one of the waterproofing materials listed h Section R4062 to the exterior edorriant R-values of Insulation Installed h or on cei ' therein. Garage door R303.3 Bathrooms. of the wag Pr figs, roofs, wags, foundation components such as fobwing glazed opening protection for winothome debris shag meet the requirements of an approved Bathrooms, water closet compartments and other similar rooms shag be rovided with aggregate a R311.3 Floors and la at exterior doors. slabs, basement wags,crawl apace wags and floors, and ducts outside and t e re spaces; afactors of Impact-resisting standard or ANSVDASMA 115. p � � n� 1 Operable windows with openings that will not slow a 4-inch-diameter (102 min)sphere to pass fenestration and the solar heat gain coeffk�ent (SHGC) of fenestration,and the results from any required area in windows of not lessthhan 3 square feet (0.3 m ),one-half of which must be openable. There shal be a landing or floor on each aide of each exterior door. The width of each landing shal be through the opening where the opening is h its largest opened position. SECTION R408 UNDER-FLOOR SPACE duct system and budding envelo air leaks test' rformed on the b not less than the door served Every landing shag have a dimension of not less than 36 Indies (914 2 Operable windows that are provided with whdow fall prevention devices that comply with ASTM F ne lie ing pe utcov Where there is more Exception: Wood structural panels with a thickness of not less than 7/16 inch and a span of not more Exception: min) measured h the direction of travel The slope at exterior landings shag not exceed V4 alit vertloal 2090• R408.1 Ventilafon than one value for each component, the c�rtifoate shag indicate the value covering the largest area. than 8 feetshat be permitted fa opening protection. Panels shelf be precut and attached to the framing The certificate shal indicate the types and efficiencies of heating, cooing and service water heating The glazed areas shall not be required where artificial light and a local exhaust system are provided. In 12 units horizontal(2 percent). Exception: Exterior balconies less than 60 square feet(5.6 m ) and 3. Operable windows that are provided with window opening control devices that comply with Section The under-floor space between the bottom of the floor joists and the earth under any building (except suramdifo the opening ce methg the product with the glazed opening. Panel shag r precluded as The mhlmm local exhaust rates shall be determined h accordance with Section M1507. Exhaust air only accessible from a door are permitted to have a lancing less than 36 Inches (914 mm) measured h R312� space occupied by a basement ) shah have ventilation openings through foundation wags a exterior equipment. Where � �as,fired uinvented room heater, electric furnace, or baseboard electric heater b required fa the anchorage method and shag t)e seoxred with the attachment hardware provided. from � space shag be exhausted the direction of travel. wags. The minimum net area of ventilation openings shag be not less than 1 square foot(0.0929 m) for hstaled h the residence, the cert'ifloate shag indicate 'gas-fired invented room heater; 'electric furnace' Attachments shag be designed to resist the component and cladding bads determined In accordance from t to the outdoors. R31222 Window o each 150 square feet a a f underi floor space area unless the ground surface is covered by a or 'baseboard electric heater,as appropriate. An efficiency shal not be hdcated for pas-fed unvented with either Table R3012(2) or ASCE 7,with the permanent corros'ion-resistant attachment hardware R3113.1 Floor elevations at the r Paring �frol devices room heaters, electric furnaces and electric baseboard heaters. . provided and anchors permanently Installed on the txlldFmg Attachment h accordance with Table equ fired egress doors' Window opening contol devices shall comply with ASTM F 2090. The window opening control device, Class 1 vapor retarder material. Where a Class 1 vapor retarder material is used the minimum net area R303.4 Mechanical ventilation Landings or finished floors at the required egress door shall be not more than 1 V2 fiches (38 mm) after operation to release the control device allowing the window to fully open, shal not reduce the net of ventilation openings shag be not less than 1 square foot(0.0929 m) for each 1500 square feet (140 R3012-12 Is permitted for buildings with a mean roof height of 45 feet a less where the ultimate design N1103.1 (R403.0 Controls (Mandatory). wind speed, V,is 180 mphor less Where the air hfilfration rate of a dwelling unit is 5 air changes per hour or less where tested with a lower than the top of the threshnoid, clear opening area of the window unit to less than the area required by Section R310.21 m)of tinder-floor space area. One st.rch venfilating opening short be within 3 feet(914 min) of each At least one thermostat shag be provided fa each separate heating and cooing system blower door at a pressure of 02 Exception: The landing or floor on the exterior side shag be not more than T 3/4 Inches (196 mm) below corner of the bu.uidiing Inch w.c(50 Pa)h accordance with Section N11024.t27991685), the dwelling unit shag be provided with the top of the threshold provided the door does not swing over the landing or floor. Where exterior R313.2 One-and two-family dwerngs automatic fire sprinkler system. One- and two family dweiings TABLE R301212 WNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL The th mostat contr ang the thermostat. whtols-house mechanical ventiation h accordance with Section MI1507.3 landings or floors serving the required egress door are not at grade, they shag be provided with having a height of three stories above ode shag be R408.2 Openings for under-floor ventilation PANELSa, b, c, d Sfi equipped ttxotrghhout with an automatic sprinkler The thermostat controlling the primary heating or cooing system of the dwelling unit shag be capable of access to grade by means of a ramp h accordance with Section R311.8 or a stairway h accordance system The minimum net area of ventilation openings shall be not less than 1 square foot (0.0929 m) for each control the hea' and R303.5 Opening location. with Section R3117. R313.21 Design and installation Automatic residential fre sprinkler systems shall bedesigned and installed 150 square feet (14 m ) of under floor area. One ventilation opening shal be within 3 feet (915 mm) of system he a daily shall in l to maintain different temperature set FASTENER TYPE FASTENER SPACNG (Inches) points at different tines of the day. This thermostat shag ihct)de the capablty to set back e Outdoor intake and exhaust openiings shall be boated h accordance with Sections R303.5.1 and h accordance with Section P2904 a NFPA 13D. each corner of the bu ilding. Ventilation openings shall be covered for their height and width with any of ly prirate the system to maintain zone temperatures of not less than 55 F(13 C) to not Panel span(less than 4 feetX4 feet to 6 feetX6 ferret to 8 feet) to mar o No 8 Screws 1V 10' 8' R303.52 R31132 Floor elevations for other exterior doors. R3141 General. the folowing materials provided that the least dimension of the covering shall not exceed/ Inch(6.4 R303.5.1 Intake openings. Doors other than the required egress door shal be provided with landings or floors not more than 7 3/4 Smoke alarms shall comply with NFPA 72 and Section R314 min): greater than r F (29 tp The thermostat shag be programmed Initially by the manufacturer with a Nib. 10 Screws 16' 12' 9' Mechanical and gravity outdoor air intake openings shal be located not less than 10 feet (3048 nrn) Inches (196 mr)below the top of the threshold 1 Perforated sheet metal plates not less than 0.070 Inch (18 min) thick. heating terctperature setpoit of not greater than 70 F(21 C) and a cooling temperature setpoht of not from an hazardous or noxious contaminant,such as vents,chimne s, vents, streets, ale s, Exception: A top landing Is not required where a stairwa of not more than two risers is located on the 2. Expanded sheet metal plates not less than 0.047 Inch(12 mr) thick. less than 78 F(26 C). a. This table is based on 180 mph ultimate design nvind speeds, V , and a 33-foot mean roof height . Y Y P�in9 Y Y Smok.1 Llarmga. parking lots and loading dod<s. For the purpose of this section, the exhaust from dwelling unit toilet exterior side of the door,provkled that the door does not swing over the stairway. Smoke alarms shag be listed h accordance with UL 21T. Corcbhatbn smoke and 3. Cast-iron gull or grating, b.Fasteners shall be Installed at opposing ends of the wood structural panel Fasteners shag be located N1103.12 (R403.12) Heat Pump Supplementary Heat(Mandatory). rooms,bathrooms and kitchens shah not be considered as hazardous or noxious. carbon monoxide alarms shag be listed In accordance with lA 21T and lJL 2034. 4. Extruded Moth ofrhg brick vents. pump vng aupplementary electric-resistance heat shah have controls that,except dring not less than 1 inch from the edge of the panel. Heat s ha ' Exceptions: R311.3.3 Storm and soeen doors. 5. Hardware loth of 0.035 inch(0.89 min) wire or heavier. c. Andrors shal penetrate through the exterior wall covering with an embedment length of not less than defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating t The 10-foot (3048 nun) separation is not required where the Intake opening is located 3 feet(914 Storm and saeen doors shall be permitted to swing over exterior storks and lar>dinps R314.2 Where required 6. Corrosion-resistant wFe mesh,with the least dinensbn being/ inch(32 min) thick. 2 Inches into the buldng frame. Fasteners shag be located not less than 2 /inches from the edge of bad mnn) or greater below the contaminant source. Smoke alarms shag be provided h accedence with this section Exception:The total area of ventilation openings shag be permitted to be reduced to /of the concrete block or co Crete. 2 Vents and chimneys serving fuel-burring appliances shall be terminated In accordance with the R3117 Stairways. under-floor area where the ground surface is covered with an approved Class I vapor retarder material d. Panels attached to masory a masonry/stucco shall be attached using vbratbn-esistant anchors N1103.3.3 (R403.3.3)Du)et testing(Mandatory). applicable provisions of Chapters 1B and 24. R311.T.1 WkJth R314.2.1 New construction and the required oper>ings are placed to provide cross ventlaton of the space. The hstagatbn of pacts shag be ressure tested to determine air leaks having an ultimate withdrawal capacity of not less than 1500 pounds P ge by one of the folowing methods: 3. Clothes dryer exhaust diets shah be terminated h acx)ordance with Section M15023. Stairways spat be not less than 36 inches (914 MiN h dear wklth at al points above the permitted Smoke alarms shag be provided h dwelling units . operable lowers shag not be prohibited R303.5.2 Exhaust openings. handrail height and below the required headroom height. Handrails shall not project more than 4 V2 Exhaust air shal not be directed onto wakways.ie R303.6 Outside opening protection Air exhaust and inches (114 min)on either side of the stairway and the clear width of the stairway at and below the R314.22 Alterations, r airs and additions. R408.4 Access. across tin test Total leakage shag n measured with a pressure differential a at h e ime of e R302.9 Flame spread Index and smoke-developed ihcdex for wag and goading finishes. eP across the system hdurding the manufacturers ar handler encbsue ff hstaged at the time of the test. intake openings that temhihate outdoors shag lie protected with conosbn-resistant saeena, lowers or handrail heigtnt, hclud'rng treads and landings, shag be not less than 31 V2 hehes (787 mril where a Where alterations, r airs a additions r l Access shag be provided to al under-floor spaces. Access openings through the floe shag be a Flame spread and smoke developed Indexes for wag and ceiling finishes shall be In accordance with ep equ fig a permit occur,or where one or more sleeping rooms are Registers shag be taped or otherwise sealed during the test. Sections R3029.1 guiles having an opening size of not less than/ Inch(6 min) and a maximum opening size of/ inch(13 handrail is installed on one side and 27 Inches (698 min) where handrails are provided on both skies. added a created In existing oiwegings ,the hdivkdual dwegirp unit abet be equipped with smoke alarms of 1B Inches by 24 inches (457 min by 610 min). Openings through a perimeter wail shall be not inn), In any dimension Openings shall be protected against local weather conditions. Outdoor air exhaust Exception: The width of spiral stairways shal be h accordance with Section R31tT.10.1 located as required for new dwellings . less than 16 inches by 24 Inches (407 mm by 610 mm).Where any portion of the through-wall access is 2.Postoonstruction test: Total leakage shag be measured with a pressure differential of 0.1 inch w.g. (25 and Intake openings shag meet the provisions for exterior wag opening protectives h accordance with tom: below grade, an areaway not less than 16 Inches by 24 Inches (407 mm by 610 mm) shall be provided R302.9.1 Flame spread index. �P Pa) across the entire system,hck)ding the manufacturer's air handler enclosure. Registers shag be taped this code. R31172 Headroom 1 Work Invol the exterior surfaces of dw The bottom of the areaway shag be below the threshold of the access opening. Tiro wag access T Wag and celrnp finishes shag have a flame spread index of not greater than 200. vine edihps ,such as the replacement of roofing a siding, the � or otherwise sealed during the test. W R303.7 Interior stairway illumination,Interior stairways shell be provided with an artificial light source to The headroom In stairways shal be not less than 6 feet 8 Inches (2032 mm) measured vertically from addition or replacement of windows or doors, a the addition of a porch or deck,are exe t from the openings shag not be located under a door to the residence. See Section M1305A4 for access Exception Flame spread index rralls;o3rrtents for dwinc shag not apply to trim defined as plotat molds, mP lunlnate the larhdings and treads. The light source shag be capable of illuiminathg treads and landings the sloped rime adjoiting the tread nosing a from the floor surface of the landing or platform on that requirements of this section requierrhertts where mechanical equipment is located under foes. chai rats,baseboards and handrails; to doors and windows or thhei frames;or to materials that are less Exceptions: to levels of not less than 1 foot-candle(11 kW as measured at the center of treads and landngs. portion of the stairway. 2 hstalatior% alteration a repairs of plumbing or mechanical systems are ex t from the r ements than / inch (0.91 mnh) h thhickness cemented to the surface of wags a ceilings ff these materials exhibit � e4� There shag be a wall switch at each floor level to control the light source where the stairway has six Exceptions: of this section R408.5 Removal of debris. flame spread index values not greater than those of papetr of this thickness cemented to a 1A in th buildikg t test short not be required where the ducts and air hhanoilers are boated entiey or more risers. 1 Where the noshes of treads at the side of a fight extend trader the edge of a floor opening though The under-floor grade shag be cleaned of al vegetation and organic material AI wood forms used for within the b thermal env noncombustible backing Exceptiorc A switch Is not required where remote,central or au tomatic control of fighting is provided which the stair passes, the floor opening shag be slowed to project horizontally Into the required R314.3 Location placing concrete shall be removed before a building Is occupied or used for any purpose. AI D ' headroom not more than 4 3/4 Inches (121 mm), Smoke alarms shal be Installed h the folio construction materials shag be removed before a building Is occupied a used for any purpose. ge equired fa ducts serving heat or ener recover ventilators R302.9.2 Smoke-developed Index wing locations: 2A duct air-leaks test shag not be r illy y R303.8 Exterior stairway itmhatlon. 2 The headroom for spiel stairways shag be h acxordance with Section R3117.10.1 1 h each slate R408.6 Finished grade. Wag and ceiling finishes shal have a smoke-developed Index of not greater than 450. Ping room• that are not Integrated with ducts serving heating or cooling systems. Exterior stairways shah be provided with an artificial light source located at the top landing of the 2. Ourts'ide each s orate sle)e itY The finished grade of tndosr-floor surface shag be permitted to be located at the bottom of the stairwa . Exterior staiwa s ro gr ep ping area h the immediate vbh of the bedrooms. y y p viding access to a basement from the outdoor ade level shag be R311T.3 Vertical rise. 3. On each additional story of the dwelling , hdtxlhg basements and habitable attics and not footings;however, where there Is evidence that the groundwater table can rise to within 6 Inches (152 r T, R30210 Flame spread index and smoke-developed index for insulation ��g A written repot of the results of the test shag be signed by the party conciucthg the test and W Flame spread and smoke-developed Index for hsubtion shall be h accordance with Sections R30210.1 Provided with an artificial light source located at the bottom larding of the stairway A fright of stags shall not have a vertical rise larger than 147 inches (3734 mrn) between floor levels a crawl spaces and uninhabitable attics . In dwellings or dwelling units with split levels and without an m m)of the finished floor at the building perimeter a where there is evidence that the surface water provided to the landings. Intery does not ready drain from the building site, the grade In the under-floor ace shag be as as the b�dIng official through R302.W.5 enlng door between the adjacent levels, a smoke alarm hstaged on the upper level shag suffice fa sP hhlph R304.1 Mnlmun area. the adjacent lower level provided that the lower level is less than one fug story below the upper level. outside finished grade , unless an approved drainage system Is provided N1103.5.1(R403.5.1)Heated water circulation and temperature maintenance systems (Mandatory). R302101 Insulation Habitable rooms shag have a floor area of not less than 70 square feet(6.5 m). R3117.4 Wakline. 4. Smoke alarms shag be Installed not less than 3 feet (914 min) horizontally from the door or opening Heated water circulation systems shah be In accordance with Section NT103.5.11 Heat trace temperature Exception: Kitchens. The wakline across winder treads shag be concentric to the curved direction of travel through the turn of a bathroom that contains a bathtub a shower unless this would event cement of a smoke For bui Food resistance. insulation materials, hdtx5ng facings, such as vapor retarders and vapor-permeable nmembranes hstaled Pr Pie maintenance systems shag be h accordance with Section N1103.S.t2 Automatic controls, temperature within fba-ceiling assembles, roof-ce and boated 12 Inches (305 mN from the side where the winders are narrower. The 12-hch(305 nnm) alarm required by Section R314.3 Fa bulldinps located h flood hazard areas as established h Table R301.2(1) gang assemblies, wag assemblies,crawl spaces and attics shag have sensors and pumps anal be accessible. Manual controls shall be readily accessible, a flame spread Index not to exceed 25 with an accompanying smoke-developed Index not to exceed R3042 Minimum dimensions. dimension shag be measured from the widest point of the clear stair width at the waking surface of the /� Habitable rooms shag be not less than 7 feet(2134 mm) In any horizontal dimension winder. If winders are adjacent within the flight, the point of the widest clear staff width of the adjacent P314A hterconnectiah, 1. Wags enclosing the under-floor space shag be provided with flood openings h accordance with N1103.5.11(R403.5ADCirc lation s stems. V l Exc where tested In accordance with ASTMi723. Exce tioin. Kitchens. winders shall be used Section R32222 y 1 Exce tons: P Whhere more than one smoke alarm is requried to be hstaled within an Individual dwelling unit In Heated water circulation s stems shag be rovided with a circulation The s stem return P 2 The finished ound level of the under-floors ace shag be y P Pump' Y pipe shag accordance with Section R314.3, the alarm devices chat be htercormnected h such a manner that the 9r P equal to or higher than the outside 1 Where such materials are instated h concealed spaces, the flame spread index and smoke-developed be a dedicated retain pipe or a cold water aLpply pipe. Gravity and thermosyphon circulation systems index Imitations do not a R304.3 Height effect oh room area. R311.7.5 Stair treads and risers. actuation of one alarm wl activate ail of the alarms h the individual dwell unit. Physical finished ground level on at least one side. ppy to the facings,provided that the facing is hstago3d in substantial contact Portions of a room with a sic � anal be prohibited. Controls fe cirtxlathp hot water system pumps shag start the pump based on the ping ceiling measuring less than 5 fee(1524 mm) or a furred ceiling Stair treads and risers shag meet the requirements of this section Fa the purposes of this section, Interconnection of smoke alarms shal not be r ed where listed wireless alarms are instated and all Exception:Under-floor spaces that meet the requirements of FEMA with the unexposed surface of the caging, floor or wag finish � kfentificatbn of a demand for hot water within the occupancy. The controls shag autometicaly tun off 2 Cellulose fiber loose-fill insulation, that is not s a a measuring less than 7 feet (2134 min) from the finished floor to the finished ceiling shag not be dimensions and dimensioned surfaces shag be exclusive of carpets,rugs or runners. alarms sound activation of one alarm pry ppload, complying with the requirements of Section considereid as confrbut' to the mInhmurn r � the pump when the water h the ciculatbn bop is at the desired temperature and when there is no R30210.3, shal not be required to meet the smoke-developed Index of not more than 450 and shag be equired habitable area for that room Exception: Interconnection of smoke alarms In existing areas shag not be r R302-11 Freblocking. demand for hot water. squired where alterations or king provided to out off both vertical and horizontal R311.T.5.1 Risers. r airs do not result h removal of Interior wag or celrtg finishes e s Incombustible construction, fre�mloc ' shag be required to meet asmoke-developed index of not imore than 450 where tested h accordance w�tth eP cce fig the structure,ionless there is p ngs and to form an effective fire barrier between stories, and between a top R305.1 Mhirxrrh height. The rl.seir height shag be not more than 8 1/4 inclines (209 min). The risershal be measured vertically an attlo , crawl s ace or basement available that could rovide access for Intero;omectbn without the concealed draft o eni CAN/ULC S1022 P P N1103.5.12 tR403.5.12)Heat trace systems. 3. Foam lastic Insulation shag co Habitable space,hallways and portions of basements containing these spaces shag have a calling between leading edges of the adjacent treads. The greatest riserheight within any fight of stairs shag story and the roof space. p imply with Section R316 removal of interior finishes.R314.5 Combination alarms. Electric heat trace systems shah comply with EEE 51s.1 a UL 515.Controls fe such systems shag height of not less than 7 feet(2134 min). Bathrooms, tolet rooms anal lau,dy rooms shag have a ceding not exceed the smallest by more than 3/8 Inch (9.5 mm).Risers shag be vertical or sloped from the Combination smoke and carbon monoxide alarms shag be rmitted to be used In lieu of smoke alarms. Frebbcking shag be provided In wood-framed construction h the folowing locations: y gy input to the heat tracing to maintain the desired water temperature h Pe automatloal ad t the amen height of not less than 6 feet 8 Inches (2032 min). underside of the nosing of the tread above at an anglenot more than 30 degrees (0.51 red) from the 1 In concealed spaces of stud wags and partitions, Including furred spaces and parallel rows of studs or R302102 Loose-fl insulation the piping In accordance with the throes when heated water is used h the occupancy. Loose-fit Insulation materials that cannot be mounted In the ASTM E 84 or UL 723 apparatus without a Exceptions: vertical. Open risers are permitted provided thatthe openings boated more than 30 inches (762 mm), as R314.6 Power source. staggered stuxds,as follows: 1 For rooms with sloped cedngs, the required floor area of the room shall have a ceiling height of not measured vertically, to the floor orgrade below do not permit the passage of a 4-inch-diameter(102 Smoke alarms shag receive their ma w 1.1 Verticay at the ceiling and floor levels. screen or artificial supports shag comply with the fltmme spread and smoke-devabped ircwts of Section pr ry po er from the bulling wiring where such wiring Is served from Ni103.6(R403.6)Mechanical ventilation(Mandatory). less than 5 feet(1524 nm) and not less than 50 percent of the required floor area shal have a ceding min) sphere, a commercial source and where primary power is Into t 12 Horizontally at intervals not exceeding 10 feet (3048 min). p mpg equirements of Section M1505 a R302.10.1 where tested h accordance with CAN/ULC S102.2. m•P ed shag receive power from a battery. Wiring The btlldkhg shag be rovioied with ventilation that o;o ies with the r height of not less than 7 feet (2134 mrn). Exceptions: shal be permanent and without a disconecting switch other than those r ed for overcurrent 2 At Interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop Exc)eptbn: Cehlosb fiber loose-fir itsulatbn shag not lie required to be tested h accordance with CAN/ 2 The cad eQui with other approved means of ventilation. Outdoor air intakes and exhausts shag have automatic or ULC S1022,provided such insulation comples with the requirements of Sections R30210.1 and R30210.3 ing height above bathroom and toilet room fixtures shag be such that the fixture is capable 1 The opening between adjacent treads cis not limited on spiral tairways. protection ceilings andd cove ceings. of being used for its Intended purpose. A shower or tub equipped with a showerhead shal have a 2 The riser height of spiral stairways shag be h accordance with Section R311T.10.1 Exceptions: 3. In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces gravity dampers that dose when the ventilation system is not operating. ceding height of not less than 6 feet 8 Inches (2032 min)above an area of not less than 30 inches 1 Smoke alarms shag be ermitted to be batter under stairs shag comply with Section R3027. N1104.1(R404.ULlghthg equipment(Mandatory). R30210.3 Cehioslo fiber hose-fib insulation p y operated where Instated h buildings without commercial �� around vents, es, ducts, cables and wires at ce (762 mm)by 30 inches (762 mm) at the showerhead. R3117.5.2 Treads. wer. 4. At pip Bing and floor level, with an approved Cellulosic fiber hose-fir insulation shag comply with (CSC 16 CFR, Parts 1209 and 1404. Each package po Not less than 90 percent of the permanently hstailed ightng fixtures shah contain only high-efficacy 3. Beams,girders, ducts or other obstructions h basements containing habitable space shag be The tread depth shag be not less than 9 Inches (229 min). The tread depth shag be measured 2. Smoke alarms Installed h accordance with Section R314.22 material to resist the free passage of flame and products of combustion The material firing this annular _ ` of such hstiatrhg material shag be clearly labeled h accordance with CPSC 16 CFR, Parts 1209 and permitted to y p p jec right a quired to meet the ASTM E 136 r � s' w 1404. project to within 6 feet 4 inches (1931 inn) of the finished floor. horizontail between the vertical lanes of the foremost ro tion ofadjacent treads and at a space shag not be r osquirerchents. R305.11 Basements. angle to the treads leading edge. The greatest tread depth withinany flight of stairs shag not exceed SECTION R315 5. For the f roblockhg of chimneys and fireplaces, see Section R1003.19. R30210.4 Portions of basements that do not contain habitable space or hallways shag have a ceiling height of not the smallest by more than 3/8 Inch (9.5 mm)d CARBON MONOXDE ALARMS 6. Fieblooking of cornices of a two-family dwelling is required at the line of dweling unit separation. Exposed attic insulation L1) Exposed insUation materials installed on attic floors shah have a oritical radian' flux not less than 0.12 less than 6 feet 8 inches (2032 min). watt Exoeptbrc At beams, girders,ducts or other obstruction, the ceing height shag be not less than 6 feet R311.7.52.1 Wnder treads. Carbon moonnoaxide alarms shag co with Section R315 R30211.1 Fiebbckhg materials. 01 per square centimeter. 4 inches (1931 min) from the fished floor Winder treads shag have a tread depth of not less than 10 Iches (254 Mint) measured between the Except as provided h Section R302.11 Item 4, fireblocking shag consist of the following materials. T_ R302.10.5 Testing. vertical planes of the foremost projection of adjacent treads at the Intersections with the waklins. R315.11 Listings. 1 Two-inch (51 mm) nominal unbar. 44 r' Tests for estin radiant flux shag be made h acco dance with ASTM E 9T0. SECTION R309 GARAGES AND CARPORTS Wnder treads shag have a tread depth of not less than 6 Inches (152 inn) at any point within the dear Carbon monoxide alarms shall be listed In accordance with UL 2034. Combination 2. Two thicknesses of Vnch(25A mm) nominal l mber with broken lap joints. R30211 Freblock'ng. R3025 Dwelhg-garage opening and penetration protection width of the stair. Within any fight of stairs, the largest winder tread depth at the wakrne shag not carbon monoxide and smoke alarms shal be listed h accordance with UL 2034 and R315.2 Where 3. One thickness of 23/32 -hdh(18.3 mrn) wood structural panels with joints backed by23/32 -Inch F�..� ¢ �. Openings and penetrations through the wags or ceilings separating the dwelling from the garage shag be exceed the smalest winder tread by more than 3/8 inch (9.5 mm). Consistently shaped winders at the r ed.i (18.3 Mint) wood structural panels. Z In combustible construction, fie-blodkhg shag be provided to out off both vertical and horizontal � a in accordance with Sections R302.5.1 throughh R3025.3 wakgne shag lie slowed within the same fight of ataics as rectangular treads and do not have to be Carbon monoxkle alarms shag tie ovided h accordance with Sections R31521 and R315.22 4. One thickness of 3/4 -inch (19.1 inn) particleboard with jolts backed by 3/4 -Inch('19.1 MiN concealed draft openings anal to form an effective fire barrier between stories, and between a top Dr story and the roof space. Fieblocking shag be provkled h wood-framed cons'.ructbn h the folowing within 3/8 inch (9.5 Min) of the rectangular tread depth. particle-board C� W story n R3025.1 Opening protection Exception: The tread depth at spiral stairways shag be In accordance with Section R=7.10.1 R3152.1 New construction 5. One-half-hob (12.7 mm) gypsum board C n 1 h concealed spaces of stud worts and partitions, hcA)ding fared spaces and parallel rows of studs or OPef� from a private garage directly Into a room used for sleeping purposes shah not be permitted. For new construction,carbon monoxide alarms shag be provided In dwelling units where either or both of 6. One-quarter-inch(6.4 Min) cement-based milboard � (D staggered studs,as follows: Other openings between the garage and residence shag be equipped with solid wood doors not less R3117.5.3 Noshgs. the folowing oondtions exist. T Batts a blankets of mineral wool or glass fiber a other approved materials installed In such a W O 11 Vertically at the ceding and floor levels, than 1 3/8 Inches(35 min) h thickness, sold or Honeycomb-core steed doors not less than 1 3/8 The radius of curvature at the nosing shag be not greater than 9/16 Inch(14 Mir). A nosing projection 1 The dwelling unit contains a fuel-fired appliance. manner as to be securely retained In place. � Q = inches (35 mm) thick, or 20-minute fie-rated doors,equipped with a self-closing device. not less than 3/4 Inch (19 mm) and not more than 1 V4 hchas (32 mm) shag be provided on stairways 2. The dwelling unit has an attached garage with an o that communicates with the dwell unit. 8. Cellulose Insulation Installed as tested In accordance with ASTM E 119 a UL 263, fa the specific O 12 Horizontally at intervals not exceeding 10 feet(3048 Hein). Pegg urn V with sold risers. The greatest nosing projection shag not exceed the smallest nosing projection by more apploatbn 2 At htero;onneetbns between concealed vertloat tend horizontal spaces such as occur at soffits, drop R3025.2 Duct callings and cove ceilings penetration. than 3// Inch (9.5 min) between two stories,including the nosing at the level of floors and landings. R31522 Alterations, repairs and additions. OfV V 3. In concealed s aces between stair str' Ducts h the garage and ducts penetrating the wags or caings separating the dwelling from the garage Beveling of noshgs shag not exceed V2 Inch(12T mm). Where alterations,r airs or additions r ping rooms SECTION P807 ATTIC ACCESS p milers at the top and bottom of the run Enclosed spaces ep equiring a permit occur, or where one or more ales shag be constructed of aminlmim No. 26 gage (0.48 Min) sheet steel or other approved material and Exception: A nosing projection is not required where the tread depth is not less than 11 Inches (279 are added or created h exis dwellings , the ndMldual dwell unit she[lie R807.1 Attic access. under stairs shag comply with Section R302.T tang ling equipped with carbon 4. At openings around vents, pipes, ducts, cables and wires at ce shag not have openings Into the garage Min). monoxide alarms located as r ed for new dwe Buildings with combustible ceding or roof construction shal have an attic access opening to attic areas Nus and Thor level with an approved r T, material to resist the free passage of flame and products of combustion. The material filing this annular 2 Where handrail fittings or bendhgs are used to provide continuous transition between fggtts, Exceptions: that have a vertical height of 30 inches (762 min) or greater over an area of not less than 30 square w space shag not be r ed to meet the ASTME 136 r R3025.3 Other penetrations. transitions at winder treads, the transition from handra[ to guard,or used at the start of a tight, the 1 Work involving the exterior surfaces of dw s , such as the replacement of roofing or s� or the feet(2.8 m ). The vertical height shal be measured from the top of the ceiling framing members to the equi eoluirtion R1. , or rag. M"�'1 • 5. Fa the fiebbck of chime s and fF Penefratlons tirouighh the separation required h Section R302.6 shag be protected as required by Section handrail height at the fittings a bendings shall be permitted to exceed 38 inches (956 Hein). addition or replacement of widows a doss, or the addition of a porch or deck, is ex t from the underside of the roof framing members. The rough-framed opening shag be not less than 22 Inches by 1\w/t fig y eplaces,see Section R1003.19 �P 6. Freblocking of cornices of a two-fanly dweing Is required at the it* of dweing unit separation R30211 requirements of this section 30 Inches(559 mm by 762 nm) and shag be located h a halfway a other readly accessible location. • R3117.82 Continuity. 2. Installation, ateratim a repairs of pkimbing or mechanical systems are exempt from the requirements Where located In a wag, the opening shad be not less than 22 Inches wide by 30 Inches high (559 min R302111 Fieb)lockdng materials. R3026 Dwel'ng-garage fie separation Handrals for stairways shag be continuous for the fug length of the fight, from a point directly above of this section wide by 762 mm NW. Where the access is located h a ceding, minim m unobstructed headroom h the Except as provided In Section R302.11 Item 4, ffrebbc king shag consist of the folowing materials. The garage shag be separated as required by Table R302-6 Openings h garage wags shag comply with the top riser of the flight to a point directly above the lowest riser of the flight. Handral ends shall be attic space shag be 30 Inches (762 mrt) at some point above the access measured verticaly from the 1 Two-Inch (51 mm) nominal l mber. Section R302.5. Attachment of gypsurn board shag comply with Table R7023.5. The wall separation retuned or shag terminate In newel posts or safety terminals. Handrals adjacent to a wall shag have a R315.3 Location bottom of ceiling framing members. See Section M1305.13 2 Two thicknesses of 1-ich(25.4 mm) nominal Amber with broken lap joints. provisions of Table R302.6 shag not apply to garage wags that are perpendicular to the adjacent space of not less than 1 V2 inches (38 m m) between the wag and the handrails. Carbon monoxide alarms h dwelling units shall be Installed outside of each separate sleeping area In the 3.One thickness of 23/32 -inch(18.3 mm) wood structural panels with joints backed by 23/32 -inch dweing unit wall Exceptions: Immediate vicinity of the bedrooms. Where a fuel-burning appriance is located withh a bedroom or its R905.12 ICe barriers. (18.3 mail wood structural panels. 1. Handrails shag be pemitted to be interrupted by a newel post at the turn attached bathroom,a carbon monoxide alarm shag be istaled within the bedroom 4.One thickness of 3/4 -Inch(19.1 mm)particleboard with joints backed by 314 -Inch(19.1 min) SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 2. The uuse of a volute, turnout, starting easing or starting newel shag be slowed over the lowest tread h areas where there has been a history of Ice forming along the eaves causing a backup of water as particle-board R315A Combination alarms. designated In Table R3012(U, an Ice barrier shal be Installed for asphalt sh ingles, metal roof shingles, 5. One-half-inch(127 min)gypsum board R310.1 Emergency escape andd rescue opening required Basements,habitable attics and every sleeping R311.7.8.3 Grip-size. Combination carbon monoxide and smoke alarms shag be permitted to be used In lieu of carbon mineral surfaced roll roofing, slate and slate-type shingles, wood shingles and wood shakes. The Ice M c E 6.One-quarter-irch(6.4 min) cement-based mtlboard room shag have rat less than one operable emergency escape and rescue opening.Where basements Refired handrails shag be of one of the folowhg types a provide equivalent graspability. monoxide alarms. barrier shag consist of not fewer than two layers of uhderlayment cemented together,or a self-adhering do di 0 contain one a more sleeping rooms, an emergency escape and rescue opening shag be required h 1. Type L Han drals with a circular cross section shall have an outside diameter of not less thhan 1 V4 polymer-modified bitumen sheet shag be used In place of normal underiayment and extend from the x c ��,. 7.Batts or blankets of mineral wool or glass fiber or other approved materials Installed h such a 0 rn � each sleeping room Emergency escape and rescue openings shag open directly into a pubic way,a to Inches (32 min)and not greater than 2 Inches (51 min). If the handrail Is not cioular,it shag have a R315.5 Power source. lowest edges of ail roof surfaces to a point not less than 24 Inches (610 inn) Inside the exterior wag ib M oo c ov marcher as to be securely retained h place. a yard or court thhat opens to a public way. Exception Storm shelters and basements used only to perimeter dimension of not less than 4 Inches (102 min) and not greater thhen 6 V4 Inches (160 mrr) Carbon monoxide alarms shag receive their rimar line of the building.On roofs with s e al to or rn � O .2 p y power from the building wiring where such wiring is lop aqu greater than 8 units vertical h 12 units horizontal,the 8. Cellulose Insulation Installed as tested h accordance with E 119 or 11L 263, for the spedflo apploatbn. r 'Cr n s house mechanical equipment not exceeding a total floor area of 200 square feet (18.58 m ). with a aoss section of oiinensbn of not more than 2 1/4 iches (57 MirJ.Edges shag htave a radius of served from a commercial source and where primary power b interrupted, shall receive power from a loe barrier ahhag also be applied not less than 36 inches (914 inn) measured along the roof slope from O � �. o ` not less than 0.01 inch(025 min). battery. Wring shag bs permanent and without a discomectihp switch other than those ntaqulred for the save edge of the bugdin9. ii } M CD R302.T111 Batts or blankets of mineral or glass fiber. Batts or blankets of mineral or glass fiber or other Z r` - w approved no rigid materials shal be permitted for compliance with thhe 10-foot (3048 mrn)horizontal R310A1 Operational constraints and opening control devices Emergency escape and rescue openings 2 Type I. Handrails with a perimeter greater than 6 V4 Inches (160 min) shal have a graspable finger overcurrent protection Exception:Detached accessory structures not c ontahhg conditioned floor area. 'a - L) Y frebbd< h wags constructed using parahel rows of studs or sta shag be operational from the Inside of the room without the use of keys, tools or special knowledge. recess area on both sides of the profle. The finger recess shag begin within a distance of 3/4 inch (19 Exceptions: o air M a) E sue' Window opening control devices complying with ASTM F 2090 shhal be permitted for use on windows m m) measured vertically from the tallest portion of thhe profile and achieve a depth of not less than 1 Carbon monoxide alarms shall be permitted to be battery operated where Installed h buildings without R90524.1 Wind resistance of asphalt shingles. (0 s R302.tt1.2 Unlaced fbergass. serving as a required emergency escape and rescue opening. 5/16 hoh(8 inn) within 7/8 Inch (22 inn) below the widest portion of the profile. This required depth commercial power. Asphalt shingles shag be tested h accordance with ASTM D 7158. Asphhalt shingles shah meet thhe c O our m L shah continue for not less than 3/8 Inch(10 mri) to a level that Is not less than 1 3/4 Inches (45 min) 2 Carbon monoxide alarms Instaled In accordance withh Section R315.22 classification requirements of Table R905.2.4.1 for the appropriate ultimate design wind speed Asphalt m u c U) Unlaced fiberglass batt insulation used as freblocki g shag fl the entire cross section of the wall cavity O Y a) to a height of not less than 16 Inches (406 inn) measured vertically. Where piping, cornduit o similar R310.2 Emergency escape and rescue openings, below the tallest portion of the profile. The width of the handrai above the recess shag be not less shingle packaging short bear a label to indicate compliance with ASTM D 7158 and the required Lo L) d E ,N obstructions are encountered, the insulation shag be packed tightly around the obstruction. Emergency escape and rescue openings shag have minimum dimensions as specified In this section than 1 V4 inches (32 mm) and not more than 2 3/4 Inches(70 min).Edges shag have a radius of not classification h Table R90524.1 the scope of ASTM D 7158 shag be tested andd labeled to Indicate less than 0.01 ich(025 min). SECTION R317 compliance with ASTM D 3161 and the required classification h Table R9052.4.1 v M ate) R302.1113 Loose-fill Insulation material. R310.2.1 Minimum opening area. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGANST DECAY N W Loose-fig insulation material shah not be used as a fireblock unless specifically tested In the form and Emergency and escape rescue openings shag have a net clear opening of not less thhan 5.7 square feet R3117.8.4 Exterior plastic composite hhandrats. Plastic composite exterior handrails shag comply with the R317.1 Location required. SECTION M2201 OL TANKS manner Intended for use to demonstrate its ability to remain h place and to retard the spread of fie (0.530 m). The net clear opening dimensions required by this section shag be obtained by the normal requirements of Section R507.3 Protection of wood and wood-based prod cts from decay shal be provided h the following locations by M22012 Above-ground tanks. and htot gases. operation of the emergency escape and rescue opening from the inside. The net clear hheight opening the use of naturally drable wood or wood that is preservative-treated In accordance with AWPA U1 The maximum amount of fuel of stored above ground a inside of a building shag be 660 galons (2498 shag be not less than 24 Inches (610 Mint) andd the net dear width shag be not less than 20 Inches R3118 Ramps. for the species,product,preservative and end use. Preservatives shag be listed h Section 4 of AWPA L). Thhe supply tank shag be supported on rigid noncombustible supports to prevent setting or shhifting. R302.112 Firebloc (508 min). R3118.1 Maximum slope. U1. Exception: The storage of fuel oil, used for space or water heating,above ground or Inside buildings In king integrity. Exception: Grade floor a below grade openings shag have a net dear opening of not less than 5 Ramps serving the egress door required by Section R3112 shag hhave a slope of not more than 1 unit 1 Wood joists or the bottom of a wood structural floor when closer than 18 Inches (457 mrn)or wood quantities exceeding 660 gallons (2498 L) shag comply with NFPA 31 The integrity of fire-blocks shag be mahtahetd square feet(0.465 in). vertical In 12 units horizontal(8.3-percent slope). Ail other ramps shag have a maximum slope of 1 unit girders when closer thhan 12 Inches(305 min) to the exposed ground h crawl spaces a utexcavated r R302-12 Draftstopphg vertical h 8 units horizontal (12.5 percent). area located within the periphery of thhe bill dng foundation M22012.1 Tanks within buldings. L� 0 In combustible construction where there is usable space both above and below thhe concealed space of R310.2.2 Window sill height. Exception: Where it Is technically Infeasible to comply because of site constraints, ramps shag have a 2. Wood framing members that rest on concrete or masonry exterior foundation wags andd are less than Supply tanks for use Inside of buildings shag be of such size and shape to permit installation and &m4 a floor celiing assembly, draftstops shag be Installed so that the area of the concealed space does not Where a window cis provided as the emergency escape and rescue openha it shag hhave a sill height of slope of not more than 1 vertical h 8 units horizontal 8 Inches (203 mail from the BACK TO TO exposed ground removal from dwellings as whole units. Supply tanks larger than 10 galons (38 L) shag be placed not exceed 1000 square feet(92-9 m ). Draftstopping shag divide the cocealed space into approximately not more than 44 Inches (t118 Min) above thhe floe; where thhe sl height is below grade, it shag be 3. Sls and sleepers on a concrete or rmasonry slab that is Indirect contact with the ground unless less than 5 feet (1524 Mir) from any fire or flame either within or external to any fuel-burning appliance. equal areas. Where the assembly Is enclosed by a floor membrane above and a ceding membrane Provided with a widow well In accordance with Section R31182 Landings required separated from suchh slab by an impervious moisture barrier. below, draftstopping shag be provided In floor-ceding assembles under the following circumstances: There shag be a floor or landing at the top and bottom of each ramp,where doors open onto ramps, 4. The ends of wood girders entering exterior masonry or concrete wags having clearances of less than M220122 Outside above-grand tanks. O 1 Ceiling is suspended under the floe framing. R310.2.3 Window wells. and where ramps change directions. The width of the landing perpendicular to the ramp slope shag be / inch(12.7 mrn)on tops,sides and ends. Tanks Installed outside above ground shag be a minimum of 5 feet (1524 min from an adjoining property do The horizontal area of the window well shag be not less than 9 square feet(0.9 m ),with a horizontal not less than 36 Inches (914 mm). 5. Wood sing,sheathing and wag framing on the exterior of a buldng having a clearance of less than line. Such tanks shhag be suitably protected from the weather and from physical damage. M22013 Va 2 Floor framitg is o;onsfrtxted of truss-type open-mveb or perforated members. projection and width of not less than 36 Inches (914 mm).The area of the window well shall alow the 6 Inches (152 mN from the Under ouhd tanks. e ground or less than 2 Inches (51 min) measured vertbagy from concrete gr R302.12.1 Materials. emergency escape and rescue opening to be fully opened R3118.3 Handals required steps, porch slabs,patio slabs and similar horizontal surfaces exposed to the weather. Draftsto Exception The ladder or steps required by Section R3102.3.1 shag be permitted to encroach not more Handrals shag be provided on not less than one side of ramps exceeding a slope of one unit vertical h 6. Wood structural members supporting moisture-permeable floors or roofs thhat are exposed to the SECTION M11502 pphg materials shall be not less than V2-inch(12T nvn)gypsum board, 3/8 -inch (9.5 Min) CLOTHES DRYER E)4-IAUST N wood structural parcels or other approved materials adequately supported. Drattstopphg shag be installed than 6 Inches (152 min) Into the required dimensions of the window wet 12 units horizontal (8.33-percent slope). weather, such as concrete a masonry slabs, unless separated from sucht floors or roofs by an E_ parallel to thhe floor framming members unless otherwise approved by the buld'ng official. Thhe integrity of impervious moisture barrier. MI1502-1 General. thhe draftstops shag be maintained. R310.2.3.1 Ladder and steps. SECTION R312 GUARDS AND WINDOW FALL PROTECTION 7. Wood taring strips or other wood framing members attached drectly to the Interior of exterior Clothes dryers shall be exhausted In accordance with the manufacturers Instructions. Window wells with a vertical depth greater than 44 Inches (1118 min) shall be equipped with a masonry wags or concrete wags below grade except whhere an approved vapor retarder is applied R30213 Fire protection of floors. permanently affixed ladder or steps usable with the window In thhe fully open position Ladders or steps R312.1 Guards. between the wag and the furring strips or framing members. M15022 Independent exhhau)st systems. Floor assemblies that are not required elsewhere h this code to be fie-resistance rated shhal be required by this section shhal not be required to coney with Sections R3117 Ladders or rungs shall have Guards shal be provided In accordance with Sections R312-11 Dryer exhaust systems shal be independent of ail other systems and shal convey the moisture to the an inside width of not less than 12 Inches (305 mm), shag project not less than 3 Inches (T6 mm) from ��s• provided with a V2 -Inch(12.7 mm)gypsun walboard membrane,5/8 -Inch (16 min) wood structural R4013 Drainage. Exce ton:This section shag rat a dryers. panel membrane, or equvalent on the underside of the floor framing member.Penetrations or openings � wort and shag be spaced not more than 18 inches (457 Winn) on center vertically for the full height of R31211 Where required p' pply to listed and labeled condensing (dustless) clothes � the window well. Guards shag be located along open-skied waking surfaces, inckxfln i stairs,ramps and landings, that are Surface drainage shhal be diverted to a storm sewer conveyance or other approved point of collection op ducts, vents,tra ions outlets,lighting devices, Nmhaies, wires, speakers, drainage, piping and similar located more than 30 inches (762 inn) measured vertically to the floor a grade below at any point that does not create a hhazard Lots shall be graded to drain surface water away from foundation wags. M1502.3 Duct termination openings a penetrations shag be permitted R310.2.32 Drainage. within 36 Inches (914 mail horizontally to the edge of thhe open side.Insect screening shal not be The grade shag fag a minimum of 6 inches (152 mm) within the fist 10 feet(3048 Min). Exhaust ducts shall terminate on thhe outside of the b Uldng. Exhaust duct terminations shag be In 1 Floor assembles located drecty over a space protected by an automatic sprinkler system In Window wells shah be designed for proper drainage by correcting to the building's foundation drainage considered as a guard . Exception:Where lot Ines ,wags, slopes a other physical barriers prohibit 6 Inches (152 mm) of fall accordance with the dryer manufacturers instalation Instructions. If the manufacturer s Instrctions do system required by Section R405.1 or by an approved alternative method. within 10 feet (3048 rmn), drains or swales shag be constructed to ensure drainage away from thhe not specify a termination location, the exhaust duct shag terminate not less then 3 feet(914 mm) h any accordance with Section d dire NFov 13D,ra other approved equivalent sprinkler system Exception: A drainage system for window wets is not required where the foundation is on well-drained R31212 Height. structure. ipervious surfaces within 10 feet (3048 inn)of the builft foundation shag be sloped a direction from openings into buildings. Exhaust duct terminations shall be equipped with a badkdraft I.1> 2 Floor assemblies heated directly over a pawl space not intended fe storage or fuel-fled appliances. 3. Portions of floor assembles shag be permitted to be unprotected whhere complying with thhe following: sol or sandgravel mixture soils In accordance with the United So[ Classification System, Group I Soils,as Required guards at open-sided waking surfaces, Including stairs, porches,balconies or landings, shag be mnimu m of 2 percent away from the buldhg damper. Screens shall not be Installed at the duct termination 3.1 The aggregate area of the unprotected portions does not exceed 80 square feet(7.4 m ) per detailed In Table R405.1 not less then 36 Inches (914 mm) h height as measured vertically above the adjacent waking surface or thhe lime connecting the leading edges of the treads. R404.16 HEIGHT ABCVE FINISHED GRADE SECTION M1503 . story R310.4 Bars, gries, covers and screens. Exceptions: Concrete and masonry foundation wags shall extend above the fhished grade adjacent to the RANGE HOODS 3.2 Fienbbdking h accordance with Section R30211'I is installed along the perimeter of the Bars, gnhes, covers, screens or similar devloes are fourtdatbn at ail fits a miimm of 4 inches (102 min) where maso `� tt unprotected portion to separate the unprotected portion from thine remainder of the floe assembly. permitted to be placed over emergency escape snd 1 Guards on the open sides of staffs shag have a hheight not less than 34 inches (864 min) measured Po rcy veneer b used and a minhxm M1503.1 General 4. Wood floor assemblies using dimension tented or Lion fro composite ker of equal to or greater than rescue openings, bu lkhtead enclosures, or widow wells that serve such openings,provided that the vertically from a rime connecting the leading edges of the treads. of 6 inches (152 inn)elsewhhere. Range hoods shall discharge to the outdoors through a duct. The duct serving the hhood shag have a � �,, % � �A 4.inch d oo inch embri min by 254 inn) nominal or str ct or other approved floe assemblies �inxm net dear opening size compiles with Sections R310.11 and such devices shag be releasable 2. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard smooth Interior surface, shall be air tight,shag be equipped with a backdraft damper and shag be r A demos y 11 valent fie or removable from the inside without the use of a key, tool special knowledge o face greater thhen shhal be not less than 34 Inches (864 mm) and not more than 38 Inches (965 mm)as measured 404.17 BACKFLL PLACEMENT. Independent of at other exhaust systems. Ducts serving range hoods shag not terminate In an attic a i I rag equi performance. that r Backfgl shag not be ced against thhe wag until the wall has sufficient str equired for the normal operation of the escape and rescue opening vertcally from a lime connecting the leading edges of the treads. Pa ength and has been andnored space or areas Inside the building - .. ,17 a to the floor above, a has been sufficiently braced to prevent damage by the backfl. Exception:Where Installed h accordance with the manufacturers Instructions, and where mechanical or I „ DRAWN:CC SECTION R303 LIGHT, VENTLATiON AND FEATNG R312.13 Opening rimitatons. natural ventilation Ls otherwise provided listed and labeled ductless range hoods shah not be required to * , . r 4 SCALE:AS NOTED SECTION R311 MEANS OF EGRESS Re lu fired guards shag not have o nngs from the wa surface to the r SECTION R406 FOUNDATION WATERPROOF14G AND DAMPPROOFNG discharge to the outdoors. h JOB#: 23-0009 R303.1 Habitable rooms. pe ' king equiiretd guard height that macI Habitable rooms shhal have an aggregate gazing areia of not less than 8 percent of the floor area of slow passage of a sphere 4 idles (102 inn) h diameter. \ such rooms. Natural ventilation shag be throurgh widows, skylights, doors, lowers or other approved R3111 Means of egress. Exceptions: R406.1 Concrete and masonry fouxhdatbn dampproofhg. �, � ; �� DATE: 02125125 openings to the outdoor air. Such openh r shah be provided with ready access or shag otherwise be Dwellings shah be provided with a means of egress h accordance with this section The means of 1 The triangular openings at the open side of stair, famed by the riser, tread and bottom rat of a Except where required by Section R406.2 to be waterproofed Yr►�. �¢r� SHEET NUMBER: read) controllable b the b l egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from al guard, shah not slow passage of a sphere 6 inches (153 Min)In diameter. fourdaton Ovals that etah earth and enclose Interior spaces and floors below grade shag be N11022.3 (R40223) Eave Baffle. „M„ < F T' " y y uilding occupants. The o)enable area to the outdoors shag be not less than rtons of the dwedng to the r dampproofed from tM of(a)the to ``°°air„: PERMIT SET 4 percent of the floor area being ventilated po ' equired egress door without requiring travel through a garage. The 2 Guards on the open side of stairs shag not have openings thhat alow passage of a sphhere 4 3/8 hhigmer p of the footing or (b) 6 Inches (152 mm) below thhe top of For air-permeable insulations In vented attics, a baffle shag be Installed adjacent to soffit and eave required egress door shall open directly into a public way or to a yard or tout that opens to a public Inches (111 m ) h diameter. the basement floor, to the finished grade. Masonry wags shall have not less than/ Inch(9.5 mrn) vents. Baffles shag maintain an opening equal a greater thhan the size of the vent. The baffle shag J: Exception: way patland cement parghg applied to the exterior of thhe wag. The ar op permitted to be any sold material p g'ng shnal be dampproofed h extend over the t of thine attic insulation The baffle shag be R31214 Exterior plastic composite guards. accordance with one of the folowhg 3 1 The glazed areas Head not t)e openabie where ttte opening is not required by Section R310 and a �, R3112 E ess door. Plastic 1 Bituminous cos whole-house mechanical ventilation system is hstahed h accordance with Secton M1507 � mposite exterior guards anal comply with the requirements of Section R317.4 � Not less thhan one egress door shhall be provided for each dwelling unit. The egress door shag be 2 Three pounds per square yard (163 kg/m ) of acrylic modified cement. �', 2. The glazed areas need rat be installed h rooms where Exception 1 is satisfied and artificial light is side-hinged, and shag provide a clear width of not less than 32 inches (813 m ) where measured TABLERti0 NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH B CORNER) ANCHOR BOLT SPECIFICATION REVISIONS: FASTENING SCHEDULE (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) z/zs)zs FOR FILING NLMBER AND TYPE SPACING AND LOCATION (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONSXAS PER WFCW ITEM DESCRIPTION OF BUILDING ELEMENTS OFFASTENER",b.c NOTE: SECOND FLOOR ATTACHMENT TYPICAL TYPICAL Roof (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) SPACING CORNERS 4-8d box(2112"x 1113")or ALL STRAPPING TO BE 1 1/41X20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT 1 Blocking between ceiling joists or rafters to top plate 3-8d common (21r2"x 0.131");or Toe nail CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING 3-1 Did box(3"x 0128");or 3'-0' o.c. (1-3 story) 6' min. 3-3"x 0.131"nails ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. ADJUSTABLE 12' max. 4-8d box(2112"x 3.113");or SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16" O.C. ALL HANGER 2 Ceiling joists to top plate 3-8d common(21r2"x 0.131"};or Perjoist,toe nail CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FINISHED IN 'ZMAX, 3-1 Od box(3"x 0128");or 3-3"x 0.131"nails POST HOT-DIP GALVANIZED OR STAINLESS STEEL. SIMPSON' HDU5-SDS2.5 4-1 Od box(Y x 0,128");or ROOF -� • • 3 Ceiling joist not attached to parallel rafter,laps over 3-1 Bid common( 1/2"x 0.162";or Face nail RAFT ER RIDGE partitions(see Section P,802.5.2 andZab �02 5 ) ) AT RAFTER TO RIDGE BOARD CONNECTION 4-3' x 0.131"nails BOARD/BEAM •�. 2-16D COMMON 't 4 Ceiling joist attached to parallel rafter(heel joint) Zable R802.5.2 Face nail FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP FOR FULL NAILS c O.C. + ° zo (see Section R802.5.2 and Table P,802.5.2) FOR ALT. COLLAR TIE - (3) 10D COMMON NALS AT EACH END Collar be to rafter,face nail or 11/4"x 20 ga.ridge 4-1 Did box(3"x 0.128");or COLLAR TIE OF STUD 5 strap to 3-1 Did common(T x 0.148");or Face nail each rafter BLOCKING PLAN • • rafter 4-3"x 0.131"nails AT RAFTER TO RIDGE BEAM CONNECTION ® ENDWALL 3-16d box nails(3112"x 0.135');or 3-10d common nails(3"x 0.148");or 2 toe nails on one side and 1 toe nail FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE 6 Rafter or roof truss to plate 4-1 Od box(Y x 0.128");or an opposite side of each rafter or trussl JOIST HANGER - (5) 10D COMMON NAILS AT RAFTER 4-3"x 0.131"nails 'SIMPSON' LSSU28 WASHERS 4-16d(3112"x 0.135");or & END NUT SETUP 3-1 Od common(9"x 0.148");or Toe nail ROOF NOTE: FOR CATHEDRAL CEILING 4-1 Od box(3 x 0.128),or RAFTER Roof rafters to ride,valley or hip rafters or roof 4--36d box 3 Inails AT SLOPING RAFTERS OR RAFTER TO CEILING _� DOUBLE SILL PLATE o G 7 rafter HEADER CONNECTIONS PROVIDE JOIST SIMPSON' HDU5 (SINGLE FOR SLAB ON e to minimum 2"ridge beam 1 2"x 0.135");or GRADE APPLICATIONS) •• '" 2-16d common(3112' x 0.162');or End nail SIMPSON 'LSSU28' ADJUSTABLE HANGER. ROOF RA 33-1 Did box-3""x 0.131 3"na�s 28),or N ADDITION TO STRAPPING ® RIDGE. RAFTER 5/8' DIA. ANCHOR Wall AT RAFTER TO TOP PLATE TO STUD CONNECTION CEILING BOLTS (TYP)TOP PL. �c JOIST FIRST FLOOR ATTACHMENT :9 16d common(3112"x 0.162") 24"o.c.face nail H8 (5) 10D COMMON NAILS AT EACH END OF STRAP POURED 8 Stud to stud(not at braced wall panels) 1Od box(Y x 0.128");or 3"x D.t3t"nails 16"o.c.face nail BY'SMPSOM (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) CONCRETE 'SIMPSON' H8 FOUNDATION 9 Stud to stud and abutting studs at intersecting wall 16d box(31/2"x 0.135");or ' corners 3"x 0.131"nails 12 o.c.face nail 1/1/ALL (at braced wall panels) 16d common(31/2"x 0.162") 16"o.c.face nail NOTE: STUD SECTION 1Ed common(31/2"x 0.162") 16"o.c.each edge face nail ALL CLIPS & STRAPS CAN BE MOUNTED NOTES : 10 Built-up header(2"to 2"header with 112"spacer) 16d box(3112"x 0.135") 12"o.c.each edge face nail FROM EITHER ALL EXTERIOR OR ALL 'SIMPSON' HDU5-SDS2.5--� 5-8d box(2112"x 0.113");or INTERIOR, BUT NOT A COMBINATION OF BOTH. \ 1. USE 5/8' DIA. ANCHOR BOLTS W/ MINIMUM 7' EMBEDMENT INTO 11 Continuous header to stud 48d common(2112"x 0.131");or Toe nail 2-16D COMMON CONCRETE W/ 3' SQUARE x 1/4' WASHERS AND END NUT SETUP. 4-10d box(Y x 0.128") AT STUD TO FLOOR ASSEMBLY NAILS ® 6' O.C. 16d common(3112"x 0.162") 16,o.c.face nail FOR FULL LENGTH 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY 12 Top plate to top plate 10d box(3"x 0.128");or TO STUD CONNECTION OF STUD HOLD DOWNS FOR SHEARWALLS. 3"x 0.131"nails 12"o.c.face nail (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) BLOCKING 13,16d common(31/2"x 0.162");or 'SIMPSON ® EDWALL 12' MAXIMUM FROM ENDS AND CORNERS. 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO 'x 0. Face nail on each side of end joint MTS 16 13 Double top plate splice (minimum 24"lap splice length each FOR STRAP - (4) 8D COMMON NAILS12-16d box(31IZ 135");or 12-10d box(Y x 0.128");or side of end joint) AT EACH ED OF STRAP SHOE PL. 12-3"x 0.131" nails 16d common(31I2'x 0.162") 16"o.c.face nail SUBFLR' BLOCKING AT ENDWALL �--� Bottom plate to joist,rimjoist,band joist or 1 FOR ALTERNATE - (14) 10D COMMON NAILS 14 16d box(3 12"x 0.135");or blocking(not at braced wall panels) 12"o.c.face nail RIM JOIST FLOOR a V ) 3"x 0.131"nails STRAP CONFlG. FOR EACH STRAP JOIST •. •. .• �• (REQUIRED FOR ALL NEW CONSTRUCTION AD/OR NEW ADDITIONS) 1 3-16d box(3112"x 0.135");or 3 each 16"a.c.face nail (TWO STRAPS TOTAL) .'• ' '• .'....' 4• 5 Bottom plate to joist,rimjoist,band joist or 2.16d common(3112"x 0.162");or 2 each 16"o.c.face nail A. blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c.face nail •' ? •- •' RIDGE 4-8d box(211 "x 0.113");or TOP PL BLOCKING 2 BAYS 3-16d box(3 12"x 0.135");or FOR SECOND FLR, - SHEATHING TO OVERLAP a BACK ® 48' o.c. 4-8d common(2112"x 0.131");or Toe nail • ADDITIONS FIRST & SECOND FLOOR & 5/8' DIA. THREADED ROD EMBEDDED 4-1 Od box(3"x 0.126");or � ATTIC 43"x 0.131"nails STUDS BY MN. 12' 12 1/2' INTO CONCRETE W/ 'SIMPSON' ET 16 Top or bottom plate to stud ALL STRAPPING, ANCHORS, HOLD DOWNS, 3.16d box(3112"x 0.135");or (HIGH STRENGTH EPDXY ADHESIVE) & FOR 2-16d common(3112"x 0.162");or & ADHESIVES TO BE INSTALLED . PER TEMPERATURES (0 DEG. TO 40 DEG F) USE 3-1 Od box(3"x 0.128");or End nail MANUFACTURES SPECIFICATIONS. �i 3-3"x 0.131"nails SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) 31 3-1 Od box(3"x D.128");or 17 Top plates,laps at tamers and intersections 2-16d common(31/2"x 0.162");or Face nail 3-3" b0.,311x NAILING & STRAPPING AT NOTE: 3-8d box(2112*x 0.113");or � ALL STRAPPING TO BE 1 1/4720 GAUGE STEEL OR 2-8d common(2112"x 0.13 1");or FIRST & SECOND FL. 18 1"brace to each stud and plate 2-1 Did box 3"x 0.128");or Face nail EXTERIOR WINDOW / DOOR HEADERS SIMPSON' EQUIVALENT - CS20 (COILED STRAP) 2 staples 1�14" SHOE PL. (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.) 3-8d box(2112"x 0.113");or SUBFLR. (REQUIRED FOR ALL NEW CONSTRUCTION AD/OR NEW ADDITIONS) 19 1"x 6"sheathing to each bearing ace nail l 2-8d common(2112"x 0.131");or AT STUD TO FLOOR ASSEMBLY �/ „ LO 2-10d box(3 x D.128"};or TO SILL PLATE CONNECTION RIM JOIST 2 staples, 1"crown, 16 ga.,1314'long FLOOR NAILING SCHEDULE r B r : (WOOD FRAME CONSTRUCTION MANUAL) BLOCKING 2 BAYS T 0) 20 1"x 8"and wider sheathing to each bearing 3-8d box(2112"x 0.113");or Face nail FOR STRAP - (4) 8D COMMON NAILS JOIST t•-+-1 BACK ® 48' D.C. 3.8d common(2112"x 0.131");or AT EACH END OF STRAP ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS ^ 3-1 Od box(3"x D.128");or WRAP STRAPPING UNDER SILL PLATE F•-�I 3 staples,1"crown,16 ga., 1314"long SILL PL. Notation Wider than 1°x 8" i`• ;.•'. ' . • Rough A B C D E F EXCEPTION a Z 48d box(2112"x,0.113");or ; ' . ' •' •''• Opening WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE LLI 3.8d common(2112"x 0.131");or °' °' EDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. O Z) 310ples, 1 crown, 16 o. •' '' " .: '" �� NAIL SPACING FOR SHEATHING a PRESSURE ZONES W O 4 staples, 1" x 0.1, 8" ga., 13/4"long d 2-0 2 M 2x4 1 1 1 1 A a Q Floor I a 4'-011 4 (1) 2x4 2 2 2 2 Q = 48d box(2112"x 0.113");or A O 03.8dcommon(2112"x0.131"];or 6'-01 6 (2) 2x4 or M 2x6 3 3 3 3 21 Joisttasill,topplateorgirder Toenail D ZONE 1 ZONE 2 ZONE 3 ZONE �T1 3-1 Od box(3 x C.128");or N :D 3-Y x 0.131"naffs 8'-011 8 1 (2) 2x4 or CD 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. (� 8d box(2112'x 0113") 4"c.c.toe nail 10'-0" 10 (2) 2x6 4 4 4 4 � 22 Rimjoist,band joist or blocking to sill or top Bid common(211;'x 0.131");or PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. T plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 12-0 It B W 12 (2) 2x6 5 5 5 5 3"x 0.131"nails C E 3-8d box(2112"x 0113");or AT STUD TO FLOOR ASSEMBLY 'SIMPSON_ Notations 2-8d common (2112"x 0.131");or TO SILL PLATE CONNECTION SP4 23 1"x 6"subflooror less to each joist 3.1 Od box(Y x C.128");or Face nail A. NUMBER OF 8D NAILS AT EACH END OF STRAPPNGS 2 staples, 1"crown,16 ga., 1%'long (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) ¢ Q3 O 0 03 O O3 ¢ 3 24 2"subfloor to joist or girder 3-16d box(31/2"3112"x .1 or FOR STRAP - (4) 8D COMvION NALS •'A �. � .� - ° O 2 O Blind andface nail B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) 2-16d common(3 12 x o.1 s2°) AT EACH END OF STRAP ° ` ••• VA 1 O 1 3-16d box(3112"x 0.135");or •. ° ' ,'• •• C. N MBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER F O 0 25 2"planks(plank&beam-floor&roof) 2-16d common(3112"x p.162") At each bearing,face nail WRAP STRAPPING UNDER SILL PLATE : ! , 1, 3 16d common(31/2•x 0.162") c :".; ,:• D. NUMBER OF 16D NAILS END-NALED THROUGH ADJACENT KING STUD TO END 4-10 box(3"x 0.128"),or OF HEADER AT EACH SIDE 26 Band or rim joist to joist 4-3"x 0.131"nails;or End nail 4.. , : , _ M c E 4-3"x 14 ga.staples, 116 crown .` E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) "' E 7 n a .. ® 0 0 G G 0 (D (D ® x E .: Nail each layer as follows:32"o.c. o _ c� god common(4"x 0.192");or F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO M ch � at top and bottom and staggered. 10d box(3"x 0.128");or 24"o.c.face nail at tap and bottom END VIEW SECTION END OF SLL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) - 'T n Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides O U O- Z r, N 'LS Z .-.U .Y 2-20d common 4"x 0.192 or (Required for all New Construction O N E ti w layers And: ( ( } °); Face nail at ends and at each splice SPLICING OF TOP PLATE 10 0 01 ° _ Cl) 3-10d box 3"x 0.128";or and/or New Additions) � tM a 3 3"x 0.131"nails - _c r 4-16d box(3112"x 0.135");or TYPICAL EXTERIOR WALL CONST. ¢ 03 10 1001 10 0 ¢ 3 G 3 f° U o C _ 3-16d common(3112"x 0.162");or SEE FLOOR PLANS 'k s E R 28 Ledger strip supporting joists or rafters 4 10d box(3"x 0.128");or At eachjoistorrafter,fil nail 3/4' SUB FLOOR GLUED & NAILED TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS GABLE ROOFS > HIP ROOFS LO " a 4-Y x 0.131"nails BLOCKING 2x FL JTS SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE: 00 E 29 Bridging or blocking to joist 2-10d box(3"x 0.128"),or2-8d common Each end,toe nail NSUL. AS PER PLANS A-4 FEET IN ALL CASES W (2112"x 0.131%or2-3"x 0.131")nails STRAPPING: NALNG REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST. SPACING OF FASTENERS (4)8D COMMON NAILS ® EA. END SPACING IS BASED ON 1/2' SHEATHING & 8D COMMON NAILS RATIO LIMITS • H/L 13 1/2 Building Minimum 1,2 Building Minimum 12DESCRIPTION NUMBERAND Intermediate OF STRAP (BY SIMPSON) Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.) REM OF BUILDING ELEMENTS TYPE OF FASTENERa,b,c EdgesT supports` ' (Inches)b (inches) PLYWOOD NOT SHOWN TABLE R301.2.1.2 Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing JOIST HANGER BY SIMPSON FOR CLARITY 12'-0" 31-0' 121-011 Z-0' [see Table R602 3 16'-011 (3)forwood structural panel exferiarwall sheathing to framing] 4'-0' 16'-O" 3'-0' WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d ENS4 In 6d cornmon(2"x 0.113")nail(subfloor,wall)l SOFFIT MATERIAL AS PER ELEVATIONS SOLD BLOCKING 30 318"-1/2' 8d common(2112'x 0.131")nail(roof);or P.SRS•01 6 12f SEAMS 20-0" 5'-0. 20-0" 4'-0' (231y'x 0.113")rail(roof)) STRAPPING: FASTENER SPACING - U 19 " Sol common nail(21/2"x 0.131");or RSRS-01; 6 12' (4)10D COMMON NAILS ® EA. END OF STRAP 'F 24'-011 6'-0' 24'-0" 4'-0' 31 132„- , (231,'x 0.113")nail(roof)J OR H8 CONNECTOR BY SIMPSON) 4 FOOT 6 FOOT 10d common(3"x 0.148")nail;or 28'-O" T-0' 28'-0" V-0' FASTENER TYPE PANEL SPAN <PANEL SPAN < PANEL SPAN 32 11/8"-11/," 8d(2112"x 0.131")deformed nail 6 12 TYPICAL EXTERIOR WALL CONST. Other wall sheathings SEE FLOOR PLANS PLYWOOD SHEATHING32'-011 8'-V 32'-011 6'-0' <4 FOOT <6 FOOT <8 FOOT o� 112"structural cellulosic fiberboard 11/2"galvanized roofing nail, r/16"head r (SEE NAILING SHEDULE) 1 33 diameter,or114"long16ge.staplewith /16"or 3 6 CANTILEVER DETAIL TYP 36'-0" 9'-0• 36'-0" T-0• 22"#6 16" 12" 9" sheathing 1"crown ( ) 40'-0" 1T-0' 40'-0" 81-01 WOOD SCREWS 34 25132"structural cellulosic 1314"galvanized roofing nail, r116"head diameter, 3 6 fiberboard sheathing or 1112"long 16 fa.staple with T1t6"or 1"crown 50'-0" 13'-0' 50'-0" 10'-0' 2 2' #8 16" 16" 12" 1 1112"galvanized roofing nail;staple galvanized, 7 7 TYPICAL EXTERIOR WALL CONST. HOLD DOWN SEE WOOD SCREWS 35 /2 gypsum sheathing" 1112"long; 1114"screws,Type W or S SEE FLOOR PLANS DETAILS TMS SHEET 60'-0" 16'-0• 60'-0" 12'-0• 6 13/4"galvanized roofing nail;staple galvanized, 7 7 (9)10D COMMON NAILS ® EA. 36 18"gypsum sheathing" s s 70'-O" 191-0' 70'-0" 14'-0' FOR SI:1INCH=25.4 mm,1 FOOT=304.8 mm,1 POUND=0.454 kg, 1 18 long;1 18' screws,Type W or S END OF STRAP BY SIMPSON) OVERLAP NEW SHEATHING OVER 1 MILE PER HOUR=1.609 km/h. Wood structural panels,combination subfloor underlayrnent to framing NEW 2ND FLOOR c? EXISTING STRUCTURE AS SHOWN. 80'-0" 22'-0• 80'-011 16'-0' A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. �+ 6d deformed(2"x 0.120")nail;or 6 12 PROVIDE STRAPPING AS PER DETAILS T Plate B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 37 314"and less Bd common(211,"x 0.131")nail C.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. 1 THIS Ste' Splice L6 th D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALL BE ATTACHED 8d common(2 !"x 0.131")nail;or 0 V t UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWEL r a°_ �� 6 12 till 3$ 1 1 8d deformed(2112"x 0.120")nail }, CAPACITY OF 490 POUNDS. T CL 39 1'/a"- 1'14" tdd common(21 x x 0.12)nail;it 6 12 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE . 8d deformed(2 12 x 0.120")nail 0 1. Tabulated splice lengths assume to late-to-to to For SI:1 Inch-25 a mm,1 foot 304.8 mm,1 mile per hour"O.aa7 mJs;1 ksI-6 895 MPa. w CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. connectionusing 2-16d nails per foot. For shorter splice plate WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF:&'(I1.tmm)AND A MAXIMUM SPAN - L 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. OF 8 FEET(2438 mm).PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown:60 ksi for shankd!ameter of 0192 inch(20d common nail),90 ksifor she n k d ia mate is larger than 0.142 inch but not larger than 0.1771rch.and 100 ksi for shankd!ametersOf 0.142 Inch REMOVE EXISTING SHEATHING 2'-0• 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. lengths, the nai agent numb be reduced h order to ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH or le". EXISTING FIRST FLOOR BELOW NEW 2D STORY provide an eUlJValent number of Weis. TABLE DETERMINED OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND OF NE b. Staples are 16 gage wire and have a minimum r/1e-Inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches an center at all supports where spans are 48 inches or greater. CONSTRUCTION 2. Tabulated splice lengths assume a mean roof height of DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE E PC ^• � S H EA RWA L L SEG. DETAIL (TYP) STATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPC F Y DRAWN:CC d.Four-faa by 8-footor4-feat try 9-feat panels shall he appllad vertically. 33 feet. For mean roof heights Of 1S feet Or less, the WINDOWS. t'�`�� R,L��+��'� SCALE:AS NOTED a. Spacing offasteners not included In this table shall be bassdon lihle F3 02_3(2) tabulated values shag bepennitted to be multiplied by 0.80. -0009 1.For wood structural panel roof0eathing attached togabla end roof framing and to Intermediate supports within 48 Inches of roof edges and ridges,nalls shall be spaced at6 Incheson center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on oviter where the ultmate design wind speed is 130 mph or greater but ess than 140 mph JOB#: 2 02125 g Gypsum sheathing shall conform to ASTM C1396 and shall be Installed in accordance with Gr,253.Flberboard sheathing shall conform toASTM r206. LOAD PATH/ FRAMING DETAIL _E:Z1 cl f fasteners on floor sheathing panel edges a lies to panel edges supported b framing members and required blocking and atfWr perimeters only.Spacing of fasteners on roof t ° DATE: 02125125 h. Spacing g P d3 PP Pa 9 PP Y 9 t sheathing panel edges applies,to panel edges supported by framing members and required blocking.Blocking of roof or floor sheathing paneledges perpendicular to the framing members need a not be provided except as required by other provisionsof thiscode.Floor perimeter shall be supported byframirg members oradid bkocking. '?* ti SHEET NUMBER: SET r' ; PERMIT SET I.where a rafter Is fastaned toan adjacent parallel oeiling Joint in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails from the ceiling Joist to top plate In F accordance with this schedule The toe nail on the opposite s de of the rafter shall not be required br a I.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. i "R '';**• - ---nr -- �, —.�� w>.-- �- REVISIONS: Aw •""" ,K } ., A + 2/25/25 FOR FILING W.,r NTER`QR IPISULATED WALL EET'K-Pl COI"0I110NE0 SPA.4E ANI ATTIC ROUCH STRINGER EXTERIOR 114WLAKD WALL WSW E.3hFD FLY'r� 0�J (}S$ 5HEAT'rilN (BOTH 51DL5 OF VIA=L� PORCH RAFTER 2x LEDGER ON TOP OF pTT;CIItSL..RTI�i; K'EATHER BARRIER AND SHEATH - " 1 MOD €R'JSS FRAM' G SHEATH INTEFJ R OF ;' ' ti ° �•, SEALAt,: ATTiGi4CGESSTD •- Q _ a € 1 W OF INSU'''t;IO;U'�cL oilA It, 1 BUILDI�tiG PAPE 1'RI.I0INSLLr"TI N " - BARRIER - r ,a.: t � ;' " ' VITATF°,ER —=• � r' t� . 1 • R i'1" I. a. r: 1Iial:"ff iiciS if. cfifif• :K• • ; 1 r ^ ° ' 7 2 4 ACGE.SS RI;E: WN-113-ING FOAM SEALAN T DRA' 14GGES PANEL S''aL ., iS i i u l i _ A'MFPE INIEIERSCREb4s TRII.0,2 REQUIRED FINISH CEILING SECT N THRU STAIRWAY SECTION THRU WALL 4 ATTIC ACCESS DETAIL PORCH ROOF DETAIL STAIRWAY DETAIL PICTURE FRAME AIR SEAL SAMPLE PHOTO -� CO'VTINUOUS BEAD OF S EALANT ELECTRICAL WiRE %``? CO',W[ UOUS BEADOFAMESIVE CO TI`dUOIUS BEAD OF SEALMIT TOP PLATE FL( F GRILLE - PLUVKING P'PE '/ FL0'FG,,►,,T�r.�T + -_-___ i FLOOR TRUSS M COVItkJUS6HADOFSEQAt;T EXPANDING F�OAM SEALANT - - ' ', W AS S EIk'JL'Y TOP PLATE � L—I�aSULATEDFLEXI" WALL STUD EP�IfiDlh~?GFOAF,1 ;' .r `'— - `,I V1 a� LiI tr� ` COTI,�UO►JS BEAD O Guc- SEALANT OF SE�iAIh�T � TiEX—ItNFLC; a ■-~ w ,. O =R �I! 1........... il�bti'Iu�,TI1�EFaLii't'UT VJt'4�LSTUD __ �-- .. �.. .-..,.. ............ . _.... ,_.-,_� � N O TIEk+OUieRL`h `,r - �..---r F CO-VTI`�UOUS BEAD •• fit.` il� �,I Br�ur OF SEALANT W --:., • ��- •ryr.- INT�RiOR GYPSUM WALLBOARD AS ARBARRIER 11. ■ °1 �� 1;Ice,It�tWa+�`�s 1- � S 1 i ..' M C E 1 � ` C " X FLOOR VENT DETAIL WIRING DETAIL PIPE DETAIL FLOOR DETAIL o � a f aZ ..UYCC I lfy a-,n 0 C li h:.t:,:li ��IItli� r j v a i r JS.B to U a- = Sri1GC NITVATSlig".1F. �._, 1—i1 1•!lr rn -0 n } it ^1 It�!�+;j�I, 1 :b4. v N co G'�Iiw'��OJS END O� INSTALL I'RJG!). INSULATIO'a ;� :��;=,' Lu E f C a T FI E ED -�j� r� .� ��I�.I�F� 14U� 1�fl� �Li11"1'LL1tillly �I.ly,..•vllll•C�"'-��"`,r" _, r ■ ■" ■ ____._._____._..____,__ _. _ R "F F0nI1!SFAIBOTH �I '� �P � U�-�ic E — SIDEy LONG WTER WITH :{��-11 Itit.f•' i i r�r�I r Fx.Nir,,"l',-,4a F0��14EnLM1 li�A"1lTAlN EC.,'dl Q� l S`�CE _ _• i.�-%I�1 rmZ f_►'a�1 Y TLl.l!JJ,;M:'F-Nfr G3 r''+ fa l� 11�_LAB iT sa-r�E,��LP FOR LE!J,:'H C�"RIC��D �'. _ -�_�.�...�.� INSULATION II'll. T,4EXTI:?ICF MANUFACTURF.0 RFCFSSFD MAT FI;CI03,'JRF f- — ," . _ �.•ti.'•ti r , Sri;[-��,�� ,ATT;: INS,)LAl1Or� .,° 4E+!?ED�1PlSR�r.rE i :':��' �M'.% INSJLATl0lJ TFI'i F�.O*1LEA'-%LL Al f C IR SS- IfaST,�lI 1 RIGID f :. '. INSULATIO`a'J 'CAL LY TO '.� jl �p I!2 III COINECT INSULATING ;: ;I, +� I•", I a It // i 1 1 1 ', ! 1 , i " t 5. d y 1 6 (' i►pig 1'"'i�° r 1 RIGID ', SHE�i:HIt�G iO 1 �� I ' , ---�—— —_ 'I 1 ' �, �� .I' ••.I' 'y' F1 fi 1J/ry 1r. /� r..a ,� ..;4. i a _ai.. .1..�..'�p i -•1 !�+ INSULATION?M�J FLE. i '�.d 'i i bI ;i 'Iblw ii bl! ii pI 1 '� •~„�, RL"—L'L,�l.e��.� s: il, 6+1i4f��p�11��[v FO-A+"SEAL BOTH ��. ,' ;' ,` '1 p C ii �•��`��••rlitiSIL i4I ,ram/ ii: ,+ *� 1 4 r'R t r ti ti M c a ..+! ; "."o '91 f ' '' ,I 14 f E' ''t r - r.- /; `r7 ��11 '/f / "i o bi i p e 1, ti 'li i ipt ; ��.I.L 1•a `+yam L�• .' 6e 'Y+9'0 'Tr i Ti p�I z '! i 'I ( 1' .,� I��TS ' 11 1 P ., r t.Y: _l r a� +-_... ��.,'l: ..,-...._ I`Jp.___,-_ ..Yl"�.."'_._..._''+•-: it i5 l � I � dli•171� ��fli� �.i � 1�'`+r"r i1•r, .-. _ _ — _.__. '' li ,,.^;f:,' _ i f �`��,`Y k'�i� i iL�"_Li!•ti I.�. . 1 _ o• 1�." r F E.>t:aA101IdG FOALS SE LAN1 AT PERIPUEf � I IA fi � �CEhO — j FLfiyR.�a:�,�LY - AD OF SEI�._AKT _ ��J CQ`�TiPJLC+J SE ; DFYVr',dLL �EILtNS :.�� ,,F;E ..,r _. - - RECESSED LIC�-ITIt%; FIXTURE ! s cc IT RIG''. 1+19 JLATICk%l "; � �.� �� DRAWN :T-- J a r-,.. SCALE:AS NOTED _ i a E. TEP OR.INSULATED JOB#: 23-0009 EX TER 1 'SULA ED ti"U DATE: 02/25125 E�` SHEET NUMBER: PERMIT SET SHOWER DETAIL. TUB DETAIL ROOF DETAIL WALL DETAIL ' REVISIONS: When sheathing thickness exceeds When sheathingthickness exceeds 2/25/25 FOR FILING JOIST DETAILS trim sheathing tongue at rim board 2x_stud wall at trim sheathing tongue at rim board ALLOWABLE HOLES - TJ 1® Joists 16"on-center Load bearing or shear wall above INTERMEDIATE BEARING Plate nail-16d(3i")box at (must stack over wall below) NO LOAD BEARING WALL ABOVE Plate nail-16d(3�^')box at Min.distance from Table A Min.distance from Table B 16"on-center* 12"on-center Web stiffeners required Load from above No field cut Do not cut holes larger 1}"hole may be cut Floor panel nail-8d(21.) Blocking panel each side at B3W holes In than 11"In cantilever anywhere in web out- common at 6"on-center* Floor panel nail-8d(2T,) Blocking panels may be required hatched side of hatched zone DO NOT panel common at 6"on with shear walls above or below ZO"eS cut or notch flange. 2x4 minimum +iLevelTM or+TimberStrand® squash blocks (See detail B1) 6' ❑ O 0 6" LSL rim board* 1+"TimberStrand® ((( 111 LSL rim board* Lt 2 x D1 D1 L 2 x L D 6" minimum minimum 12" B1 B1 A' Toe nail-10d(3")box min. Toe nail- nt (3")box : (except knockouts) at 6"on-center* at 6"on-center 2x4 minimum Table A - End Support cutholeDa In cantilever Boundary nailing- Web stiffeners PP ( ) Install proper blocking to required each side at Minimum distance from edge of hole to inside face of nearest end support reinforcement TJI®rim joist * 8d ' common at p p g q squash blocks Conventional construction code 4"on-center* support all panel edges B1W and B2W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE minimum for use with A3 only. See DEPTH Tile Al A2 Must have 14"minimum joist A3 A3.1 A3.2 A3.3 iLevel Framer's Pocket Guide for A3.4 *See iLevel Framer's Pocket Guide for B2 B2W B3 B3W CS Use 2x4 minimum squash blocks to 2" 3" 4" 6" 64" 7" 0' 11" 13" 2" 3" 4" 5" 6}•• 7" eI" 11" 13" bearing at ends A3.1-A3.3 installation spec►frcations. additional installation spec) cations. transfer load around TJI®joist 110 1'0" 1'•6" 2'-0" 2'-6" 5'-0" 1':E 1'-6" z'�" 3'-6" 4'-6" „ 210 1'-0" 1'-6 2'-0" 3-0" 5'-0" 1,•0" 7-0" 2-6" 4,-0" 5'-0" 230 1'-0" Z-0" 7-6" 3'-6" 6-15" 1'-0" 7-0" 3'-0" 4'-0" 51-T 4 iLevelTM or 1+"TimberStrand® 360 r-6" 2'-0" 3'-0" 4'-0" 6'-0" r-0" 7-6" 3'-6" 6-0" s-6" LSL rim board. Nail to blocking Attach reinforcement to 110 r-0" 1'-0" l'-0" 1'-a' 7.6" 7�" s-0" 1'-0" r-0" r-6" 7-6" 4'-6" 4'-6" 6'-0" Web stiffeners 8"diameter maximum hole for 141_ 4'-0"length of 8"diameter maximum hole for 141- 6'-0"length of TJI®joist 8' diameter maximum hole for 11�"- with connections equivalent joist with one 8d(2�') 210 1'-0" 1'-0" 1'-01 1'-6" 2'-6" 3'-0" 6-s" T-0" 1'4' 7-0" 3'-0" s'-0" 5'-6" 6'-6" required each 16"deep blocking panels;6"diameter "reinforcement on 16"deep blocking panels;6"diameter reinforcement and filler 16 deep blocking panels;6 diameter to deckingschedule. common nail at each Nail through 2x_,wood backer and 11{" 360 1'-0" 1'-0" 1'-0" z'-o" 3'-0" 3'6" s'-o" 1'-0" 1'-0" z'-0" 3'-0" s's" 5's" 7'-0" block.Use 4'-0' length maximum for blocking panels q'deep corner Blocking TJI® 3so 1'-0" 1'-0" 1'G" z's" 4'-0" s'-o" 7'-0" 1'-0" 1'-o" 2's" 4'-0" s's" s's" 7'G" side at E1 W maximum for blocking panels 9}" one side at E2,both maximum for blocking panels gill g joist web with 2 rows 10d 560 r-0" r-0" r-6^ 3'-0" 6-0" s-6" 8'-0' r-0" Z-o" 3'-6" 5'-0" T-0' T-0" 8'-0" panel (3")common nails at 6" with 1"and 11 'TJI® or shorter than flanges. long. 1 'iLevelTM or 1 'TimberStrand® Attach reinforcement to Blocking panel between each 110 1'-0" r-o° 1'-0" r-0" 1'•0" r-0" 2'-6" 5'-0" 1'-0" r-0" r-0" r-6" 3'-6" 4'-0" 6'-0" 8'-0" deep or shorter than 12"long sides at E3 deep or shorter than 12"long. � Do not cut flanges Do not cut flanges. joists. Do not cut flanges. LSL rim board joist with one 8d(2?') joist.Nail to top plate with on-center,clinched.Use 210 r-0" r-0' r-0" 1'-0' 1'-0" r-6" T-0" 6'-0" 1'-0" 1'-0" r-0" 2'-0" a'-o^ 4'-6" 6'-0" 6'-6" common nail at each connections equivalent to 16d( )nails with 14" 230 1'-0" 1'-D" 1'-0" 1'-0" 1'•6" 7-0" 3'-6" 6'-6" 1'-0" 1'-0" 1'-0" 2'-O" 4'-0" 5'-0" T-0" 9'-0" 1� iLevelTM or 1�'TimberStrand® corner decking schedule. "TJI®joist 360 r-0' r-0" r-0" r-o" z'•s" 3'-0" 5'-6" 8'-0" 1'-0" 1•-0" r-o" 7.6" e'-6^ 6'-6" 6-0" 9'-6" flange widths. 560 1,-0" v-o" 1'4" 1'4" 2'•6" 3'-0" 6'-0" s'_o" 1'-0" 1,-o„ 1'-6" 3'-6" 6'-6, 7'.0" v-0" 1o'-0" J 1� iLevelTM or 1� TimberStrand® LSL rim board 12"length of 210 r-o" r-o° r-0° 1'-0" r-o" 1'-0" r-6" 3'-6" 6'-0" r-0" r-0" r-0" r-0" z'-6" T-6" 6'-0" e'-0" 1a-6" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 7.0" 4'-0" 6'-6" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-6" T-0" 9'-0" 11'-0" LSL rim board reinforcement on 12"length oft' *F1 applies to 16.. 3so 1'-0" 1'-0" 1'-0" 1'-0.. 1'-0" 1'-0" T-0" 6'-w 9'-0" 1'-0" 1'-0" 1'-0" 1'-0" a'-o" 5'-0" 9'-0" 10.. one side at E5, reinforcement on uniform) 6so r-0" r-a' r-0" 1'-0" r-0° r-o" 3'-0" s's" 10'-0° r-01 r-o" r-0" r s° s'-0° s'-o" 10'-0° 117 1z'-o" ' Attach reinforcement to both sides at E6 one side at E7, y TM Attach reinforcement joist web with 3 rows 10d both sides at E8 loaded joists a" 5" 6" 7" a" 10" 12" 15" 17' a" 6" 6" 7' e' 10" 12" 15" 17" r T, I� iLevel or 1�4 TimberStrand® 3" common nails at 6" y' W to joist 2 ( ) 0 3so r-a' r-o" no" 1'-0" 1'-0" 7-0" s-o" 10'-0" r-0" r-a° 1'-0° 3'-0" s'-a" 10'-0° 1r-0" 13'G" LSL rim board J ( ) Wood ► " o� 16" p* common nails at 6"on- * on-center,clinched.Use 2 d�� et �l 660 1'0° r-0° r-o" 1'-0° r-0° r-0° s'-o" 1r-0° r-0° r-o" rows with "and 11 " backer s R`a �\�e� S0r� 20" 360 T-0" 1'-0" 1'-0" 1,•0" 1'-0" 1'-0" 2'-0" T-0" 10'-6" 1'-0" -0" 15'-0" ��c� center.When reinforcing 2' e d a a 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-0" 11'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 9'-0" 12'-6' 14'�" 15'-6" Face grain a'� d.� TJI®'oists. Less than 5" Less than 5" ��ta i c o horizontal both sides,stagger nails. a 1 ete Not for use with 32 TJI®joist flange widths E5 E6 Table B - Intermediate or Cantilever Support 819 Sa E4 i• 0 O 0 O O Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support DEPTH TJI• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2" 3" 4" 5" 6}•' 7" Bp" 11" 13- 2" 3" 4" 6" 6}" 7" ej" 11" 13" EXTERIOR DECK ATTACHMENT Option#1: WEB STIFFENER ATTACHMENT 110 1'-6" 7-s" 3'-0" 4'-0" T-6" 1'-6" 2'-0" 3'•6" 5'-6" 6-6" TJI®Joist blocking with end Ga ,. 2+0 2'-0' 7.6" T-6" a'-6" T-6" 2'-0" 3'-0" 4'-0" s'-0" T-0" Filler block:Attach with ten 10d(3")box Structural exterior sheathing Applysubfloor g 230 Z-6- 3'-0" 4'-0" 5'-0" 8'-0" 2'-e" T-0" 4'-0" 6-6" T-6" nails,clinched. Use ten 16d( )box adhesive to all blocks installed at}joist-span / "minimum 360 T-0" a'-0" 5'-6" 6'-0" 9'-0" 3'-0" 4'-0" 6-6" T-6" 8'-0" , nails from each side with I®joist locations using 1 „ 21"maximum 110 1'-a' r-o" r-6" 7-6" 4'-0" 4'-0" 8'-0" r-0" r-6" 7-5" 4'.0" 6'-6" T-0" '-0" ® Flashing contact surfaces flange widths. Use fifteen nails with TJI two 8d(24") 210 1'-0° r-o° z'-o" s'-a' 4'•6- s'-o" s'-o" r-o" z'-o" 3'-0- a'-s" Tom" a'-o" 1a-0" Web stiffeners required if Bearing plate: Three 8d(24")box nails,clinched lip' 230 1'-0' 2'-0" 2'-s" T-6 a-0" 6-6" 9'-6" r-0" 7-6" 3'-6" 6'-0" 8'-0" 6-6" 10--0" Joist depths greater than 16". Backer block: Install tight as box nails or ® � sides of hanger do not to top flange(tight to Flush plate with inside Treated 2x_ `S;sQ 21'screws, (Three 16d ')box nails at 3 "TJI 360 7-0- 3'-0" a'-0" 5'-6 7-0" 7-6" 1r-o" 7-0" 3'-6" 5'-0" T-0" 9'-s° 9'-6" IV-0-- laterally support et least " face of wall or beam ledger �o ad joist flange widths 560 r-6" 3'-0" 4'-6" 5'-6" 6'-0" e'-6" 12'-0" 3'-0" 4'-6" s'-o" a'-0" 10'-6" 11'-0" 12'-0" of TJI®joist top flange bottom flange with face 1 $ typical 110 r-0- r-o" E 1'-0" 7-0" 2'-6" 4'-6" a'-0" r'-0' 1'-0., 1•-0., 7-6" s-0" 6'-0" 9'_W 12'-0' mount hangers).Attach j 1i'iLevelTM or 13'' 210 1'-0° 1'-0" 1'-0" 1'-0" 2'.6" T-0" 5'-0" 9'-0" 1'-0" 1'-0" 2'.0" T-6" 6'-0" T-0" 10'4" 17-6" with ten 10d d w box See fastener 1 " Web stiffener each side. 14" 230 1'.0" 1'-0" 1'-0" 2'-0" T-O" 3'-6" s'-6" 10'-0" 1'-0" 1'-0" 2'-6" 4'4" 6'-0" T-6" 10'-6" 13'-0" nails,clinched when ;° table below.Maintain TimberStrand® See sizes below. 360 1'-0" 1'-0" 7-0" T-6" 6-6" 6'-0" 6'-6" 12'-0" 1'-0" 2'.0" a'-o" s'-6" 9'-0" 10'-0" 12'-0" 14'-0" LSL rim board Option#2: 2"distance minimum from Tight fit Top flange possible. ) 2x strappinginstalled at w 560 II 1'-0" r-6" 3'-6" 1'•6" s'-fi" 9'.0 13'6" 1'-0" 3'-0" 5'-0" T-0" 10'-6" 1T-o" 19'-6" 1s'-0" edge of ledger to fastener. — t —f 210 r-o° 1'0^ r 0° r-0° r-0° r 0° 3'-0^ s'6" 9'6" 1'-0" 1'-0" 1'0" 2'0^ a'6" 6-6" 9'6° 12'-6" 16-6" hanger g g joist-span locations using two 230 1'-0" 1.-0.. 1'-0" 1'-0" 1'�" 2'-0" 4'-0" 65 120 6" 1'-0" 1'0" V, 2'-0" 5'-0" 6'-0" 10'-0" 1 T-0" 16'-0" / Backer block Allowable Load/Factored Resistance(Ibs) 2 "screws perjoist,typical V1i Web Stiffener Size W Web Stiffener Size 16 3so r-o° r-o" r-0" 1.0 3'-0" a'-o" s's" 1o'-o,, 13'-6" r-o° r-0" 7-0" 4'4" both sides Of web 14 TimberStrand® 18 iLevel rim board Option#3: 5so 1'-a' r-0" r-0° 1'-0" 2'6" 3'6" T-o" 11'-0" 15-0° r-o" 1'-0" 3'6^ S s° s'-o" to'-o" 14'-6" 1s'-o" 1e'-0" Face mount Fastener 1• 1„• ,T, hanger with single TJI® directly applied ceiling 1}" J"x 2�"minimum 2�" J"x 2�"minimum joist 'la bolt 400/630 N.A./N.A. 4" 5„ 6" 7" a" 10-' 12" 15" 17" 4•' 5" 61, 7" 9" 10" 12" 15" IT x minimum 1"x minimum 360 1'-0" 1'-0" 1'-0" V-6" T-2 6'-0" 9'.0" 15'-0" 1'-0" 1'6" 4'-0" 6'-6" 9'-0" 14'-6" 16-6"la bolt 475/750 400/575* r 1 11 2 560 1-0 1.-0.. 1-0 1-0 2-0 6 0 10-0 16'-6" 1'-0" 3'-6" 6'-0" 11' When specified on the layout one � IE With top flange hangers,backer block required "This factored resistance is with a}"gap between the rim board and deck ledgerH1 H2 H3 pg1 of the three bracing options 2 J"x 21 ' minimum 3 " 2x4 36o r-0" r-0° r-0" r-0° r-0° 3'-0" s'-0" 1r-0" 15'-6' r-o" 1'-0° r sonly for downward loads exceeding 250 Ibs or for LA • Allowable load determined in accordance with AC 124. uplift conditions. . shown must be installed 660 1'-0" 1'-0" 1'-0" 1'-0" 1.-0.. p Corrosion-resistant fasteners required for wet-service applications. Rectangular holes based on measurement of longest side. • Holes may be located vertically anywhere within the web.Leave}"of web(minimum)at top and bottom of hole. BEAM and COLUMN DETAILS FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES • Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Closest On-Center Spacing per Row TJI®Joists 110 210 230 or 360 560 100C or 300C 400C at the center of the joist span provided no other holes occur In the joist. Nail Size TJI® Rim Board TimberStrand®LSL Microllam® Parallam® Depth or 14„ 'or 14"or 'or 14"or 18"or 11} 14"or 18"or 'or 14"or or 14"or 1 "or wider LVL PSL 16" 16" 20" 16" 20" 16" 16" • Distances are based on the maximum uniform loads shown in current iLevel product guides.For other load conditions or hole 110&210 230,360,660 1}" 1}" configurations contact your iLevel representative. LC) BEARING FOR DOOR BEAM TO BEAM BEARING AT ad Filler Block* 2x6+J' 2x8+}" 2x6+ " 2x8+J" 2x12+1' Two Two Two 2x6+J' 2x8+}" M BEARING AT WALL (z}')box 2}' 2' s' a' zxs 2xa (z)zxs (2)2xs �� OR WINDOW HEADER CONNECTION CONCRETE WALL (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2xl2 sheathing sheathing O L L 8d(2}")common 3}" 2" 6" 4" 3" 3" 3" w r- 1t3''iLevelTMor1a''TimberStrand® Cantilever 2x6 2x10 2x6+}" 2x10+}" 2x6+}" 2x10+}" Not 2x6+�" 2x10+}" � Strap per code if top plate 10d(3"),12d(3}")box 3" 2" 6" 4" Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable sheathing sheathing N.A. N.A. LSL rim board or blocking for lateral is not continuous over (Detail E4) long long 4'-0"long V-0"long 4'-0"long 6'-0"long applicable 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams >-•support 10d(3"),12d(3}")common 4}" 3" 6" 4" 4" 4" 4" header Backer Block* 16d(3}")common N.A. 4" 16" 6"r1i 6"t1i B" 6' (Detail F1 "orJ' }"or}" 1"Net 2x6 2x8 2xl2 1"Net 2x6 2x8 1.55E TimberStrand® LSL Headers and Beams Z (1)Can be reduced to 4"on-center with maximum nail penetration of 1�"into the narrow edge Farthest On-Center Spacing per Row or H2) •Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Nailing Maximum spacing of nails is: *Ifnecessary,increase filler and backer block height for face mount hangers.Maintain s"ga at top of/'oist;see detail w Filler and backer 2 x diameter of the 2 x diameter of the O block lengths should accomodate required nailing without splitting(12"minimum for backer locks and 24"minimum for filler blocks). }depth largest hole(minimum) largest hole(minimum) Allowed hole zone requirements on engineered drawings supersede recommendations listed above. •Forjoist widths 1t'or less: 18"on-center a o Top flange •Nailing rows must be offset at least�"and staggered. •For joist widths greater than 1t": 24"on-center W O hanger : •14 ga.staples may be substituted for 8d(2}'')nails if minimum penetration of 1" Into the Q = Face mount Protect untreated TJI®joist or rim board is achieved. Joists must be laterally supported at o O O o r T V wood from direct Column hanger cantilever and end bearings by blocking contact with r N U concrete panels, hangers,or direct attachment to v L1 L2 L3 See current iLevel literature L4 a rim board or rim joist. O for framing connectors Safety bracing(1x4 8„ HEADER MAXIMUM ROUND e„ minimum)at 8 on-center(6 DEPTH HOLE SIZE rT� Silent F/OOr®Joist framing on-center for TJI®Joists)and 3" CONNECTION OF MULTIPLE PIECES does not require bridging or E1 extended to a braced end wall. General Notes 11 -11 OF TOP-LOADED BEAMS(1) Fasten at each joist with 14"to 16" 4 mid-span blocking two 8d(2�')nails minimum • Round holes only See illustration for allowed hole zone 1 "Width Pieces: • No holes in headers or beams in plank orientation. • (see WARNING). BEARING AT a Minimum of 3 rows 10d(3"x 0,128")nails at 12"D.C. . COLUMN ® Minimum of rows 10d(3"x 0.128")nails at 12"o.c. H2 Other iLevelTM Trus Joist® Headers and Beams for 14"and deeper beams ELEVATED Vert column ca act DO NOT bevel cut Al �r p � e If using 12d(3�")or larger nails,the number of BEAM ON COLUMN BASE COLUMN BASE oist Rim board joint and beam bearing j Microllam® LVL I nailing rows may be reduced b one. COLUMN CAP E2 between joists length.See current g y y beyond inside face 1.3E TimberStrand® and Parallam®PSL M c E iLevel literature. 1�� of wall. O LSL hole zone hole zone z x diameter of the 0) O to 00 _ U 3y Width Pieces: A3 largest hole(minimum) depth c • a Minimum of 2 rows J"bolts at ® m CO ao c m 24"o.c.staggered if Intl I } Seat cuts muss be DO NOT cut notch or drill within wall. holes In headers except as — 'T n Indicated In Illustrations Ci (1)Load must be applied evenly across entire >:;;::,:;•', t;::` ' ' ' •" ° ° o and tables. a M @ ..A..,..,:•.Lis r.�;".• •".:i;;;:.:.:yi.j:': ° O O Z h +.. to beam width.Otherwise,use connections for ^" CS � r � Y side-loaded beams. TJI®rim joist 1i"iLevelTM or 1+ E TimberStrand® LSL Microllam® LVL and o CO Optional Parallam®PSL HEADER MAXIMUM ROUND lY 0 U f1 Additional nailing or bolting may be non-shrink L3 rim board c o m M 4— A2 allowed hole zone DEPTH HOLE SIZE @ U C N .0 a Lg required with side-loaded multiple-member P1 P2 P3 grout O middle}span 4 ' 1" g � O X a) 0 beams.Refer to current product literature. 1 " to U a- E 'w B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7 'to 20" 2" M a) H1 See illustration for Allowed Hole Zone N 1 TJI®JOIST NAILING REQUIREMENTS at BEARING W B2 General Notes TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 4 iLevelTM or+ (Load bearing wall above) L5 • Allowed hole zone suitable for uniformly loaded headers and beams only. TimberStrandID LSL rim B3 • Round holes only board One 10d(3")box nail • No holes in cantilevers. into each flange • No holes in headers or beams in plank orientation. to One 8d(2#")box P nail each side.— INSTALLATION TIPS Butting joists Use B1 or B2 ati Drive nails at e. • B4 with blocking intermediate bearings angle at least I?, S dorm adhesive will improve floor panels with load bearing or performance,but may not be required. g WARNING from end. it'minimum bearing at shear wall from above O Also see detail B2 End of joists end support;*'minimum •When joists are doubled at non-load bearing at centerline Joists are unstable until braced laterally at intermediate support parallel partitions,space joists apart the width of of su ort Braced end wall- the wall for plumbing or HVAC. pp see note 3 under Bracing Includes: Shear transfer:Connections equivalent to • Blocking • Sheathing • Strut Lines floor panel nailing schedule WARNING • Hangers • Rim Board N Additional joist at plumbing drop(see detail). H1 Rim Joist E Rim to TJI®Joist o 1}'iLevelTM or Jill T wide TJI®rim o • � �._ � TimberStrand®LSL Joist:Toe nail with o • rim board or It"wide TJI® 10d(3")box nails, � O VVV rim joist:One 10d(3")box one each side of TJI®floor L4 r nail into each flange TJI®joist flange joist `� ' •; O Exterior DeckLA d 2 2 wide TJI® Shifted : '•.' o Attachment DO NOT walk on joists DO NOT walk on joists DO NOT stack building joist Additional %•' :. . rim joist: ne 16d Pill) 3f"wide TJI® 1 joist •°: . o Structural until braced. that are lying flat. materials on unsheathed box nail into each flange rim joist Plumbing j ;, . • sheathing DO NOT use sawn INJURY MAY RESULT. joists. Stack only over Top view o lumber for rim beams or walls. ° Locate rim board joint between joists. •Squash blocks and blocking panels carry o board or blocking. WARNING NOTES: stacked vertical loads(details B1 and B2). O Sawn lumber may Packing out the web of a TJI®joist(with web Protect untreated wood o y Lack of proper bracing during construction can result In serious j shrink after BEAM ATTACHMENT at BEARING stiffeners)is not a substitute for squash blocks from direct contact with See ALLOWABLE accidents.Observe the following guidelines: installation. or blocking panels. concrete 1 j'knockouts at o H3 HOLES 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly i A. ` TM approximately ® 2.Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall, t• 1>�"iLevel or 1�" TM TimberStrand® 12"on-Center � �� J®� � 3.Safety bracing of lx4(minimum)must be nailed to a braced end wall or sheathed area and to each joist. e 4.Sheathing must be properly nailed to each TJIs joist before additional loads can be placed on the system. LSL rim board Silent Floor"' 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1 t: DRAWN:CC Bearing plate to be 6.TJI®joist flanges must remain straight within 1/2"from true alignments ` 1b flush with inside face 1 . »; �, SCALE:AS NOTED See framing Ian If applicable) of wall or beam lj' JOB#: 23-0009 Drive nails at an g p ( pP ) One 10d(3")box nail each angle to minimize or iLevelTM Framer's Pocket A Weyerhaeuser,Microllam®,Parallam®,Silent Floors,TimberStrand®,TJI®and Trus Joist®are registered trademai +• , ' DATE; 02/25/25 iLevelTM is a trademark of Weyerhaeuser. © 2006 Weyerhaeuser Company. All rights reserved. Printed in the USr g TM �!'+.'.' ,C.�w.� side of member at bearing, splitting of plate Guide for minimum end and y y p y' g �"• y SHEET NUMBER: 14"minimum from end intermediate bearing lengths. December 2006 Re< �' �;Z PERMIT SET ,j