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Home My WebLink About46769-Z ��oguEFOt,f�OG� Town of Southold 1/14/2024 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44864 Date: 1/14/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 830 Greenway E,Orient SCTM#: 473889 Sec/Block/Lot: 15.-2-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/20/2021 pursuant to which Building Permit No. 46769 dated 9/1/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including deck and porch,to existing single family dwelling as applied for. The certificate is issued to Tanz,Joshua&Bassett-Tanz,Tracey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46769 3/3/2023 PLUMBERS CERTIFICATION DATED 12/27/2023 n \\ Jopkua Tanz A o 'ze gnature o�g F OI/ TOWN OF SOUTHOLD BUILDING DEPARTMENT c x TOWN CLERK'S OFFICE Way • � fi 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#: 46769 Date: 9/1/2021 Permission is hereby granted to: Tanz, Joshua 306 E 88th St Apt 6A New York, NY 10128 To: Construct interior alterations and deck/ porch additions to existing single family dwelling as applied for. Finished basement or rear dormer NOT part of this permit. At premises located at: 830 Greenway E, Orient SCTM #473889 Sec/Block/Lot# 16.-2-12 Pursuant to application dated 8/20/2021 and approved by the Building Inspector. To expire on 31312023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $783.20 CO-ADDITION TO DWELLING $50.00 Total: $833.20 Building Inspector ho��pG SO(/j�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviinl-town.southold.ny.us Southold,NY 11971-0959 QIyCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joshua Tanz Address: 830 Greenway E city:Orient - st: NY zip: 11957 Building Permit#: 46769 Section: 15 Block: 2 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors 2 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 11 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 15 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Hood, 200A Panel 54 Circuit/20 Used Notes: First Floor Kitchen & Bath Renovation Inspector Signature: _ Date: March 3, 2023 S.Devlin-Cert Electrical Compliance Form o�osuEF at Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 C*COD Southold, NY 11971-0959 77 -7 BUILDING DEPARTMENT DEC 2 7 2023 TOWN OF SOUTHOLP r:T J r,V f,71 1 E re,T. CERTIFICATION Date: i �1 a 7�a3 Building Permit No. Owner: (Please print) Plumber: 65t"-, Vj (Please print) I certify that the solder used in the water supply system contains less than 2/1 ofl% lead. (Plumbers Signature) Sworn to before me this day of c Pim 20 CONNIE D.BUNCH Notary Public,State of New York No.0 1 BU6185050 Notary Public, County Qualified in Suffolk County Commission Expires April 14,2-0-0 Of SOUTyO # # TOWN -OF SOUTHOLD BUILDING DEPT. "rouffm 765-1802 :INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]'INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE=RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: AV� ) N/ 72 DATE �-- ` INSPECTOR ' * TOWN OF SOUTH OLD BUILDING DEPT. O U G D eoorrn��' 631-765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION �/ [ ] PRE C/O [ ] RENTAL REMARKS: DATE �i '� INSPECTOR OE SOUTyo� -- * # TOWN OF SOUTHOLD BUILDING DEPT. Al 10 Couto 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL .� AfAvwcA 4 f/t - REMARKS: 4 0 DATE I [301/5INSPECTOR ' V e _ � 1 e r, NI \ Tx' Wk Not r 1- i /,• '' � � A�i1..� :.• .' •'per t� �.. ..�,, y ice••.. __ 3 .t w � , i.',�.! sit, � ♦ ; ... • i,�I .f�, l � AST � .,vim � - f 000 I• ■ ■ ,� _ If ■ ■ it - `��" -�'`• :r ,,� ram; - � ,x � �-� �. ,� r -i .r 'i 1, � .�• ! N Walk Still MINION Will; A Nall, mos All ->�gttlp,•ti�'ItR\�t ��3 f�.Ttsr SIN OJ IV - a _ � - s - r.- __-' ._ - _ ��7�E�'►'�;i��,y��u `ems ��x�� •{~ _ � x. si: e• ti '.�_�Er - ,• rd. - -�'•-'— -- Sys\� •�4 � t,r ✓ t � .. L 6 q c _ t t. y, 1• �'1 ti i r x ; _ t t; y �I "�. t 4 1 �� -� �.� ` l r ', r •1rM �` t �� / .� � + �w, �( � `! ' ,r. � .� {� 1., a �. 'OPP . 4 P i 1 ►. :'t�'' . , _, � _ r y �� -- r _ --- -. --- -_� �� . � -� - � � ..._. � �' � `� y (,� 4 • �R... t .�� • A e a INSUL,�TIONTER N.Y. ,ls '' r r • P A ® • A A 0 �r o �� rra�i:� �r�•�rr ■■r.��i�A�rr•s i•�c,w�ia��i\ � � • { ,�SufFntt�o TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 q� $ Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT 50�� For Office Use Only A U G 2 0 2021 PERMIT NO. Building Inspector: D , PUILDMIG DEPT. Applications.;and forms..must:be:filled'out in;tiieirentirety.,,ncomplete T EVN OF i�7J�'1 OLD .applications,will,not.be accepted".;Where the;Ap0,kant is.'not the owner,an, Owner's Authorization form(Page 2)slial.l.be completed:;,.: Date: OWNERS)OF.PROPERWi _ NameJ�s' _..._._.._.-- _._ SCTM#1000- _.I _._. ._.. :_L..�._._..._..._.. _._... _... Project Address Phone#: 3 �d_,. .$0T. ... - Email:J e Telz, n-`h u'_ ,CO Ma i I i ng Address: .CONTACT PERSON: r Name: d Mailing Address: Phone#&Jrt(r Vp ._ ......_....._._ - - - Emait1"� 6"C DESIGN'PROFESSIONALINFORMATION: Nam D. ...(Jt.kJV�,L-e.� Mailing Address -2jD J Phone; 31 10 - CHws'wr ":CONTRACTOR INFORMATION'. Name:__._._...Ll.e�i.c -.__�cri!��PfS. __ ._._.1/-��.'is✓- .. ¢� __..,__._..:_...•-__.._:....--,_-._..._...._...__._,_.._._._._. ____._.,._ ., _.....__.._,-_..._ ._._ Mailing Address: d 1 Phone#: a1�- ��1gS Email: J .11v'e-��,- cc S DESCRIPT,ION;OF PROPOSED;CONSTRUCTION •` . ❑New Structure ❑Addition tAlteration ❑Repair ❑Demolition Cost of Project: Wither rltf 10/L L&., [Will the lot be re-graded? ❑Yes)�?No Will excess fi I be removed from premises? ❑Yes El No In 00-WI11 'PROPERTY INFORMATION, , Existing use of property: ..e( ` Intended use of property: l VIC Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ❑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 Ch6pter,236'o0he-Town Code. APPLICATION IS HEREBY MADE to the Building,Department for the issuance of a Build'i,ng Permit pursuant,to the Building Zone Ordinance of the Town,of.Southold,Suffolk,Count y,`New York and other applicable Laws,Ordinances.or Regulations,for the construction dings,, additions,alterations or remov„al 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 buildings)for necessary inspections.False statements made herein are punishable @s a"Class A'misdemeanor pursuant to Section 210.45 of the New York State Penal'Law.' Application Submitted By(print me . ` �� (01Autho ize Agent ❑Owner _. z Signature of Applicant: Date: STATE OF NEW YORK) CO1JNTYOF1SqXSrjL ) 1 Ll d O 6D being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract) above named, _ (S)he is the ae 1,-\,t (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. S orn befor&mhis PAMEDRO �, 20 No.01L0 5263 Notary Public Qualified in Suffolk County My Commission Expires 04/14/20 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I( ��e T�Q✓� residing at C(S l�J�(j`—lS do hereby authorize OI�C��-� I to apply on my behalf to the Town of Sout old Building Department for approval as described herein. • O�ner's Sign re Date y0-6 art Print Owner's Name 2 Fl~ rfa �� UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ~ n � � �gR To Hall Annex - 54375 Main Road - PO Box 1179 p • BUILCI dGDEPT Southold, New York 11971-0959 l � _foNN.,,of souTHCLDTelephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(a-)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION l REQUESTED BY: Date: Company Name: 4Z2&V2 i__ AIL C i Name: License No.: Mr, 3 YO 91 email: a i i eq Si l- 4400. (;Oal Address: 3 - �— vc� ucD � . Phone No.: CeS - JOB SITE.INFORMATION: (All Information Required) Name: N 7 IZES IQ r`A-1� Address: 3p Gov (a, Y CASr Q 1,6'IVT Cross Street: Phone No.: 31- 9 ( -01 V)-If BIdg.Permit#: �� email: �UT�NuKc�s'� ; �► aQ t Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) /Do D S Cif c�rw y 7�r�cl I�� .Circle All That Apply: Is job ready for inspection?' YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued-On eMaJP Q A-tf as Temp Information' (All information required) Service Size .1 P 3 Ph Size: - _A #Meters Old Meter# New Service,- Fire Reconnect- Flood Reconnect Service Reconnected - ndergrou -Overhea # Underground Laterals 1 2 H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION 00� o Request for Inspection FormAs o��sUfFO�,�coG BUILDING DEPARTMENT-Electrical Inspector o� y` TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # r 7 Date 2 2022 Customer Name Z Electrician Name LA-tJ AVM --r ril Address 830 Phone b5V 765 qq >�"_4, e-mail e-mail2!j Phone License �j �C� MX Size O A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected ` Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this i stallation is complete,the town will conduct a premises inspection of the service equipment. This verification is for s from the date e. 1 Authorized by FF "( UILDING DEPARTMENT- Electrical Inspector d TOWN OF SOUTHOLD T � all Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 • p� Yoav°L�i s��HOLcTelephone (631) 765-1802 - FAX (631) 765-9502 l roper.riche rt(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: Date: _g-a-2 Company Name: — 16-c l •(J Name: License No.: mar, 3 YO q email: a f v"eusi .2 ef400. ( . Address: 3 �— vvi�(ucD JJ • 57 Phone No.: CeS - JOB SITE�.INFORMATION: (All Information Required), '. Y•, Name: : AN 1Z lQ t`NC, ' Address: . . 30 eV tA, Y G+ST' 6.66Xf - Cross Street: ::. Phone No.: s\- �- BIdg.Permit#: (s 1:00.0 .... ... Section: TaX.Map District: Block:" BRIEF DESCRIPTION OF WORK (Please Print Clearly) 00 S 4 � �J ','..Circle All That Apply: Is Job ready for ins ection?: YES NO Rough In Final 4 p. Do you need a Temp Certificate?: Y�ES� NO Issued-On�Maj Temp Information.' (All information required) Service Size' .1 P 3 Ph Size: �A� #Meters _ Old Meter# New Service: Fire Reconnect- Flood Reconnect Service Reconnected ndergrou. -Overhea #Underground Laterals 1,. 2 H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls �� PERMIT# Address:- Switches Outlets GFI's f I 111 t Surface Sconces I� H H's UC Lts Fans ....... . .. .. .. .,._............ .... ... .. ... ... � - . . ... .. ...... . . .-. . ,.._. -..:,. .... ... . _..... . ... .. . ... _._,........_::...... _..._. ....,.... x. .. Fridge H.W.. Exhaust I Oven :•W/D; . ,.. :. Smokes DV Mini: .. j . ;,Carbon _... .... .._ ..Micro . ..,.. .,. __. 'G ff&rato.r. . l .. r , Combo .. _._._. .. .... . ..._..__. .. _ ..., ..._. sf Cooktop "ran er' : AC. AH. Hood. :S ervice Have lJsed` Special: Comments: Todd O'Connell Architect, PC TRANSMITTAL 1200 Veterans Highway, Suite 120 Hauppauge, NY 11788 tel: 631 -650-6666 fax: 631 -650-6667 Date: August 18, 2021 To Town of Southold - Building Department Re: Tanz 830 Greenway East, Orient TM# 15-2-12 We are Sending: Description 1 building permit application 4 sets of plans 4 surveys Enclosed you will find the above items for submission for a building permit. Please contact our office for the filing fee and we will send it to you. If you need anything further from us, you can contact our office at the above number. Thank you, Pam Losquadro Expeditor THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION om !10 p41F AUG 2014 DZ0fYt0$J00 HD.19 G909 AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF =1 w ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEED. COPIES OF THIS SURVEY MAP NOT BEARING NOT BE CONSIDERED s OR Aree= 21750 81. THE LAND SURVEYOR'S INKED SEAL Premises known as: EMaossED SEAL SHALL TO BE A VALID TRUE COPY. 830 Greenway East, Orient GUARANTEES INDICATED HEREON SHALL RUN ONLY To THE PERSON FOR WHOM THE SURVEY Is PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND ^ TO THE ASSIGNEES OF THE LENDING INSTI— TUTiON.GUARANTEES ARE NOT TRANSFERABLE. pk�'1ew Lane fad 150.00' N83'1150"6 a C rn C2tL A Q i 5 1Row }G Moto* Lot 5 w W� + o M e 01p sss o FOW ze S83'1150"w 150.00' LOT 5 Survey of Lot 6 Certified to: MAP OF GREEN ACRES AT ORIENT JOSHUA TANZ FILED APRIL 13. 1962 AS FILE NO. 3540 TRW BAST—TANZ situate at HDOM NATIONAL TITLE&JSLMCE COMPANY; Orient RRSi K Town of Southold Michael W. Minto, L.S.P.C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 15 Block 2 Lot 12 NEW YORK STATE LICENSE NUMBER 050871 B7 woodvlew cane Scale 1"= 301 Surveyed August 2, 2019 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-12D2 �o o u 30 00 Iw CELLULAR: (631) 766-9714 EMAIL• mikomintolopc®gmall.com ( IN FEET) 1 inch a 30 IL. �. APPROVED AS NOTED TRCH ITEC`fS' TODD O'CONNELL DATE: 3� � �1 B.P. ((J f A f RCHITECT P.C. * w FEE: BY. O NOTIFY BUILDING DEPARTMENT AT TODD O CONNELL, AIA • Io I I I I 765-1802 8 AM TO 4 PM FOR THE 1200 Veterans Memorial Highway FOLLOWING INSPECTIONS: suite 120 �^ Hauppauge,NY 11788 - TWO REQUIRED FOR POURE CONCRETE P(631)650-6666 2. ROUGH - FR MING & PLUMBING F(631)650-6667 NTERIOR L T E R T I O N S 3. INSULATION I C(516)658-0325 4. FINAL - CONIT RUCTION MUST BE COMPLEFOR C.O. ALL CONSTRUCON SHALL MEET THE ';,cr. DE <� F O �G H REQUIREMENTSF THE CODES OF NEW YORK STATE, RESPONSIBLE FOR �~ DESIGN OR COIuSTRUCTION ERRORS. d � IS UNLAV,:1 UL - I IOUT GMFITIFIGATEy ® C(.:"�� PLY WITH ALL CODES 0 I — m O ® N MW YC}RK STATE & TOWN CODES r AS REOUIRED AND CONDITIONS OF N OUTHOLD TOWN ZBA z #O SOUTHOLD TOWN PLANNING BOAR,, ZONINO INFORMATION z PROPOSED WOOD DECK az'sOUTHOLD TOWN TRUSTS=S v � n (774.5 SOFT.) z � TOl^N OF SOUTHOLD ''.`,.�.DEC ° IzIj SECTION: 15 BLOCK: 2 LOT(S): 12 I TRUSS PLACARDING REQUIRED I � 9 o O : R-40 REQUIRED EXISTING PROPOSED s�•4 R IRS!d STORM HIAPIRR 236FF o Z NE � - 40 000 S0.FT. 21750.0 50.FT. NO GHANOE LOT AREA I _ T, ; zozo� � } Cr il-Ik IJ4�IJ CODE, � ��SWo [�1 — I �'4zoz)-� w LOT N I DTH 150 FT. 145.0 FT. NO GHANO E ~� 1u r 0Z�--1yW o V LOT DEPTH I75 FT. 150 FT. NO GHANO HMO o�o�; = o �1.ECTP.ICAL INSPECTION REQUIRED � � � II � � � w��QwOQ� vl- FRONT YARD (OREENNAY) AVO./40 FT. 3°f.q FT. NO GHANOE �-U I N Q 4 z o FRONT `rARD (PARK VIEW) AVO./40 FT. G0.8 FT. 52.8 FT. 6O.a0I REAR YARD 50 FT. 77.0 FT. 51.17 FT. �` 4�{.3 QoQ 94j FT. 54.ci FT. NO GHANOE PROPOSED U-N ofa SIDE YARD (MIN) 15 w� � INTERIOR BU I LD I NO HE I O HT 55 FT./ 2.5 STY. N/A NO GHANO E I ALTERATIONS I No2mv'o g o LOT GOVERAO E 20 / 7.4 / WALL KEY Z m °� �W-4 o I STORY Hm i 4WD EXIST TO BE REMOVED FRAME RES. EXIST TO REMAIN I m NEW WOOD FRAME GNST 4"x4" POST UNLESS OTHERWISE ® NOTEDLOT CoOVERAOECALC4ULATION- v HOLD DOWN AS NOTED ® 50 GFM FAN TO EXTERIOR ZONE: R-40 50. FOOTAGE 14.0 HARD WIRED SMOKE DETECTOR W/ BATTERY LOT AREA 21,750 .�, Q.FT'• PROPOSED RAISEDlu BACK-UP HARD WIRED CARBON MONOXIDE WOOD PORCH UNDER v QDETECTOR W/ BATTERY BACK-UP MIN 12" A.F.F. AS PER EX I ST I NO ROOF OVER 2020 RESIDENTIAL CODE OF NYS z0 CIE DENOTES EGRESS WINDOW DNELL I NO GONG. WALK TO THE BEST OF MY KNOWLEDGE, BELIEF AND SIDE STEPS PROFESSIONAL JUDGEMENT THESE PLANS �1I N AND/OR SPECIFICATIONS ARE IN COMPLIANCE FRONT ROOF OVER PORCH 151 .5 - > I O p WITH THE FOLLOWING: 9 o Q v z 2020 RESIDENTIAL. CODE OF NEW YORK STATE REAR HOOD DECK 774.5 N PUBLICATION NOVEMBER 20Ia 0 4 2020 RESIDENTIAL. CODE OF NEW YORK STATE TOTAL 2,33°f.7 SQ.FT. CHAPTERS I2-25 FOR MECHANICAL SYSTEMS 2020 RESIDENTIAL. CODE OF NEW YORK STATE TOTAL I0.a % > CHAPTERS 24 FOR FUEL $ GAS SYSTEMS 2020 RESIDENTIAL. CODE OF NEW YORK 57ATE CHAPTERS 25-55 FOR PLUMBING SYSTEMS f 2020 RESIDENTIAL. GODS OF NEW '(ORK STATE CHAPTERS 54-42 FOR ELECTRICAL SYSTEMS ] I II 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE �I I d � `O& O 4 aI 10 �' `I/�I� — AS ADOPTED WITH THE 2015 IEGG �`� �-- THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL ju UA-ALTERNATIVE AND A RE5CHECK HAS BEEN SUBMITTED l� WITH THESE DRAWINGS. OREENNA)000 EAST MG 2 0 2021 u t)zZ GLIMATIG AND GEOGRAPHIC, DESIGN CRITERIA TABLE R50I.2(I) rOcT4'N OF'nw.i4T b' iX�k.� WIND DE516N SUBJECT TO DAMA6E PLOT PLAN tJ 'I ' GROUND SPEED d TOPO FROM S SPECIAL WIND SEISMIC � a—�1 SNOW (MPH) RAPHIG WIND BORN DESIGN WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN SCALE:, Io _ 10-0-- N LOAD EFFECTS REGION I DEBRIS CATEGORY a DEPTH Iz DESIGN BARRIER HAZARDS FREEZING ANNUAL k ZONE m F TEMP Q REQUIRED h INDEX I TEMP J 30 130wlt NO N SEV O I MILE B BOF 5 FT MOD TO FEMA {� ERE 5F6 HEAVY €15 FOOD 1500 OR 55.4 FROM GOA5T MAP E5S IU PANEL# � Z ,. MANUEL J DESIGN CRITERIA " D R A N O N S C H E D U L E o ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE A.1 PLOT PLAN, ZONING 4 NOTES HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE _ ______ ______ ______ ____ _ A•2 FOUNDATION PLAN, DETAIL, � NOTES Q w di O O m A•5 FIRST FLOOR PLAN, SECOND FLOOR PLAN 4 NOTES A.q- ELEVATIONS � COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY O N(V Z TEMPERATURE VELOCITY VELOCITY NET BULB < Q � � z DIFFERENCE HEATING COOLING A.5 DETAILS, SECTION, PLUMBING RISER DIAGRAM'S 3 ------ ---- - - -- ------ ------ ------ ---- -- --- -- A.0 NOTES GENERAL CONDITIONS PLUMBING MINIMUM DE51ON DEAD LOADS* AS PER A5CE 7-05 MIT 4 UNLE55 OTHERWISE NOTED, GENERAL CONTRACTOR SHALL INSTALL WATER LOAD CONDITIONS OF THE CONTRACT FOR SUPPLY AND SANITARY SYSTEM AS COMPONENT CONSTRUCTION, AIA DOCUMENT-201 INDICATED. PROVIDE HOT AND GOLD (psf) 4/87 SHALL APPLY. THE CONTRACTOR SHUT-OFF VALVES AT ALL FIXTURES. G E I L I N G 5 �AR HITECTS SHALL OBTAIN CERTIFICATE OF ALL WATER PIPING TO HAVE 12-In C OCCUPANCY. 5UBSTITUTION5 SHOULD CLEANOUT5 AT ALL CHANGES OF GYPSUM BOARD (/ ) 7.0 (_ A RCHITECT P.C. NOT BE MADE WITHOUT WRITTEN DIRECTION AND AT BASE OF GYPSUM BOARD (5/5-in.) C1.0 TODD O'CONNELL AUTHORIZATION BY THE ARCHITECT. VERTICAL WASTES. USE 4" CAST IRON SUSPENDED STEEL CHANNEL SYSTEM 2.0 TODD O'CONNELL, AIA THE PREMISES SHALL. BE KEPT THROUGH FOUNDATION WALL PITCHED COVERINGS, ROOF, AND W A L L REASONABLY GLEAN AT ALL TIMES. MIN. I/b" PER FOOT. TRAP/WASTE1200 AT THE COMPLETION OF WORK, THE SIZES FOR FIXTURES SHALL BE AS ASPHALT SHINGLES 2.0 Veterans20MemorialHighway suitteo11 CONTRACTOR SHALL REMOVE ALL FOLLOWS: GYPSUM SHEATHING, 1/2-In. 2.0 Hauppauge,2"xb" AGQ ND LEDGER DECKIN NY 11788 WASTE MATERIALS, TOOLS, RUBBISH, DISH WASHER 11/2" PLYWOOD (per 1/2-In.) 1.6 ETC.., GLEAN OLA55 AND LEAVE WORK KITCHEN SINK 1 1/2" RIGID INSULATION, 1/2-in. 0.75 F (631)650-6667 F(631) 650-6667 BROOM GLEAN UNLESS OTHERWISE LAVATORY 1 1/4 C(516)658-0325 SPECIFIED. THE CONTRACTOR SHALL SHOWER 2" SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 2"xb" AGQ D.J. o 1611 O.G. _ CARRY WORKMAN'S COMPENSATION TOILET 3" BITUMINOUS, SMOOTH SURFACE AND GENERAL LIABILITY INSURANCE. ALL SYSTEMS TO HAVE ONE 3 MAIN WATERPROOFING MEMBRANE 1.5 SIMPSON STRONG TIE DTTIZ ALL SHALL COMPLY WITH STATE AND VENT STACK INCREASED TO 4" LOCAL CODES AND ORDINANCES. THE THROUGH THE ROOF. PROVIDE FROST FLOORS AND FLOOR FIN 1 5 H E 5 CONTRACTOR SHOULD FULLY PROOF HOSE-BIBS AS INDICATED ON 5/e" HDG LAO SCREW WITH HDG GUARANTEE H15 WORK AND THE WORK PLANS WITH EASILY ACCESSIBLE CERAMIC OR QUARRY TILE (3/4-In.) I6.0 (5) 100 x I Y NAILS TO CREATE WASHER OR SDWH TIMBER-HEX OF HIS SUBCONTRACTORS FOR A DRAIN DRAIN-GOCK5. THE WATER ON 1/2-In. MORTAR BED AN ALLOWABLE TENSION LOAD OF HDG SCREW INTO TOP PLATE, PERIOD OF ONE YEAR AFTER SUPPLY AND SEWAGE DISPOSAL HARDWOOD FLOORING, 7C7-In. 4.0 QIO LB5. STUDS, OR HEADER. 5" MINIMUM THREAD PENETRATION. COMPLETION OF THE PROJECT UNLESS SYSTEM SHALL COMPLY TO THE LINOLEUM OR ASPHALT TILE, 1/4-In. 1.0 URRICANE ANCHORS MANUFACTURED { OTHERWISE SPEGIFIE:D. ALL WORK APPLICABLE COUNTY DEPARTMENT OF BY SIMPSON STRONG-TIE CONNECTORS SHALL BE PERFORMED IN HEALTH STANDARDS AND 5UBFLOORIN5, 5/4-In. 5.0 ACCORDANCE WITH GOOD BUILDING REGULATIONS. APPROVAL OF ALL MODEL No. H2.SA OR APPROVED FLOORS, WOOD JOIST (no plaster) 12-In. Ib-in. EQUIVALENT AT EVERY BEAM TO PRACTICES. THE CONTRACTOR SHALL PLUMBING MUST BE OBTAINED FROM JOIST SIZES (In.) O.G. O.G. DECK JOIST JOIST CONNECTION BOTH SIDES c; INDEMNIFY AND HOLE) HARMLF-55 THE APPROPRIATE LOCAL AUTHORITIES OWNER, ARCHITECT, AND THEIR PRIOR TO CONGEALMENT. PRIOR TO 2x6 6 5 BEAM AGENTS AND EMPLOYEES FROM AND ORDERING, CONTRACTOR SHALL 2x5 6 6 I DECK HOLD DONN DETAIL. POST GAP MANUFACTURED BY 51MP50N AGAINST ALL CLAIMS, DAMAGES, SUPPLY GUTS OF FIXTURES FOR 2x10 7 6 STRONG-TIE CONNECTORS MODEL No. BG52-2/4 L05E5 AND EXPEN5E`.5, INCLUDING OWNERS APPROVAL. IN THE EVENT SCALE: I = I -O OR APPROVED EQUIVALENT INSTALLED ATTORNEYS FEES ARISING OUT OF OR THAT THE OWNER CHANGES, THE 2x12 b 7 RESULTING FROM THE PERFORMANCE CONTRACTOR SHALL CREDIT THE FRAME PARTITIONS AS PER MANUFACTURES SPECIFICATIONS OF THE WORK PROVIDED THAT ANY OWNER FOR THE FULL WOOD OR STEEL STUDS, 1/2-In. GYP. BOTH SIDES &.0 x6 AGQ COLUMN N SUCH CLAIM, DAMAGE, LOSS OR SUBCONTRACTORS COST FOR THE EXPENSE (A) IS ATTRIBUTABLE TO CHANGED UNIT. FRAME WALL 5 BODILY INJURY SIGK.NE55 DISEASE EXTERIOR STUD WALLS: (i COLUMN BASE MANUFACTURED BY SIMPSON z #* STRONG-TIE MODEL No. 05044-5D52 INSTALLED 4 v OR DEATH OR TO INJURY TO OR HVAG '2x4 ® I6-In., 5/,5-In. GYPSUM, ' AS PER MANUFACTURERS SPEC.IFIGATION5 OR J DESTRUCTION OF TANGIBLE PROPERTY SYSTEM TO BE DESIGNED BY OTHERS. 11.0 I I PROVIDE PROPER SUPPLY TO ALL INSULATED, 5/5-In. SIDING ,-� APPROVED EQUIVALENT (OTHER THAN THE WC RK ITSELF Q �,a z INCLUDING THE LOSS OR USE ROOMS $ CONFORM WITH ALL STATE 2x6 a lb-in., 5/5-in. GYPSUM, `, 12"4) P.CONG. 50NOTUBE Z RESULTING THERE FROM). (B) IS AND LOCAL CODES. INSULATED, 5/8-in. SIDING 12.o I 056" BELOW GRADE MIN. CAUSED IN WHOLE 0R IN PART BY ANY EXTERIOR STUD WALLS WITH BRICK VENEER 45.0 NEGLIGENT ACT OR OMISSION OF THE FRAMING AND ROUGH CARPENTRY CONTRACTOR, ANY SUBCONTRACTOR, JOISTS RAFTERS AND STUDS SHALL � WEIGHT5 OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR - - - - - - - - - - - - - - - - - - PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES - - - - - - - - - ° G o 0 ANYONE DIRECTLY OR INDIRECTLY BE CONSTRUCTION GRADE DOUGLAS PROP.(5)2"xIO'(AC HDR. w GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A Q m Q v a�' EMPLOYED BY ANY OF THEM, OR FIR-SOUTH SELECT STRUCTURAL. ALL I u I I -,,,o _ CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. ° ANYONE FOR WHOSE ACTS ANY OF WOOD SILLS AND WOOD IN CONTACT I I USE SIMPSON Z-MAX OR HDG CONNECTORS m THEM MAY BE LIABLI= REGARDLESS WITH MASONRY SHALL BE AGQ. ALL o b"xb•(AGC�WooD POST oxal4•o soNo I TO INCREASE CORROSION RESIST,4NGE ~ z v °�m m TUBE FILLED SOLID W/ I CONCRETE OF WHETHER OR NOT IT IS CAUSED IN EXTERIOR SHEATHING SHALL BE 1/2 2016 EGG OF NEW PORK STATE: I "MIN.56 BELOW GRADE m•PJ FOR ALL HARDWARE IN CONNECTION ��' Q o m PART BY A PARTY INDEMNIFIED GDX DOUGLAS FIR PLYWOOD. R401.5: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE - I Q I Z tu HEREUNDER. ALL MATERIALS, 5UB-FLOORS TO BE 514" GDX W/ AGQ LUMBER. o m'�� 3 m Y w°° v BUILDER OR REGISTERED DESIGN PROFESSIONAL AND P05TED IN d3 I a?$* u w ASSEMBLIES, AND METHOD OF PLYWOOD EXTERIOR SHEATHING TO THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE I I t��N$o w p w v CONSTRUCTION INCLUDING BUT NOT BE COVERED W BUILDING WITH "TYVEK" HOUSE I '' I Z o m v . LIMITED TO FORM-WORK, WRAP OR APPROVED EQUAL. BLOCK STUD WALLS AT 1/2 STORY HEIGHTS BLOCK-WORK, FRAMING, NAILING, R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE PLACING OF CONCRETE ETC. ARE TO AND AT ALL UNSUPPORTED EDGES OF WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO BE CAREFULLY SUPERVISED BY THE PLYWOOD. PROVIDE SOLID BLOCKING THE INSULATION ON THE SURROUNDING SURFACES. I N a w CONTRACTOR TO BE SURE THEY ARE AND DIAGONAL BRACING OF FLOOR - - -�- x00 D -• u�,IL IN ACCORDANCE WITH THE DRAWINGS, JOISTS AT b O.G. MAXIMUM AND R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE PROP.(s)2^ (AGGyHR Q=a , SPECIFICATIONS, APPLICABLE CODES SOLID BLOCKING DECK FRAM I NO DETAIL.UNDER ALL CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER �i - p ,njj�wl O�vN0. AND GOOD PRACTICE. DEVIATIONS UNSUPPORTED EDGES OF PLYWOOD. HOUR. I _ m o`�z ► o FROM THE DRAW NG5 AND ALL GAP PLATES TO BE DOUBLED I '0 OUTDOOR SCALE: 1 - I -O °�, 4 �, o z �p SPECIFICATIONS WILL NOT BE AND NAILED BOTTOM GAP PLATED TO R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING -ei I SHOWER 3 o �olN ° z PERMITTED WITHOUT WRITTEN END OF STUDS. LAP GAP PLATES AT THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH F i ry AUTHORIZATION OF THE ARCHITECT. CORNERS. WHERE FLUSH FRAMING THE CRITERIA ,.ISTFV IN TABLE 402.4.1.1. WHERE REQUIRED BY I °Q= 2"xl0"(AC.0)WD LEDGER w Q THE CONTRACTOR SHALL BE OCCURS, USE MIN. I66A SHEET METAL CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL I CONNECT WITH�j" m AND b"LA6 I V R��I*-m o i v O 0 p RESPONSIBLE FOR THE SHOP JOIST HANGERS BY "TECO" OR COMPONENTS AND VERIFY COMPLIANCE. I BOLTS r'o.a.STAGGER TEGO DRAWINGS WHICH MAY BE NEEDED. APPROVED EQUAL. ALL CORNERS TO JOISTS To LEDGER WITH ZING N COATED OR HOT DIPPED I ALL DIMENSIONS AND CONDITIONS BE MINIMUM 5/2X4 STUDS. HEADERS R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE GALVANIZED(`fYPJ 2 < ARE TO BE FIELD VERIFIED. SHALL BE MINIMUM 2/2X6 UNLESS TESTED AND VERIFIED AS HAVING < 5 ACH50 IN GZ4A, 5, A&A. CONTRACTOR TO REMOVE 4 NOTED ON PLANS. MINIMUM BEARING TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. RELOCATE: AS RE:G2UIRED ALL FOR STUDS, JOISTS AND BEAMS SHALL tj (.5)R2 EXISTING WORK WHICH INTERFERES BE 5 1/2". USE DOUBLE JACK STUDS R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING P.FLUSHWITH NEW CONSTRUCTION. FOR HEADERS OVER FIVE FEET IN FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. b"(AC0) T I� EXIST. EXIST. LENGTH. EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND (AC-0)DJ.o I I P II CONCRETE EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE NO CONCRETE OR MASONRY WORK NOTE: ALL NON-ENGINEERED LUMBER =� SHALL BE DONE DUR.I NG TO BE DOUGLAS FIR #2 OR BETTER R405.5.2: DUCT SEAL I NG - DUCTS, AIR HANDLERS, AND FILTER \ I O tu TEMPERATURES OF 40 DEGREES F. BOXES SHALL BE SEALED. I o XIST. oSLJW AND FALLING. NO CONCRETE SHALL PUMP 1 :o I �' 4t v INSULATION BE PLACED ON FROZEN SURFACES. NO R405.5.5: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO ALL EXTERIOR WALLS AND ROOFS Z O N DETERMINE AIR LEAKAGE. ADDITIVES SHALL BE ALLOWED SHALL BE INSULATED WITH FOIL w I EXISTING 0)2"x4" � � � -1 � z EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE w O WITHOUT WRITTEN PERMISSION OF THE FACED FIBERGLASS BATT INSULATION I 9 o e - [A THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN I O ' d)_ I- ARCHITECT ALL CONCRETE IS TO BE BY JOHN MANVILLE OR APPROVED PROP•FLUSH(5)2"xe•(ACO) cv m D w X v MIN. 3,500 P.S.I. AT 26 DAYS 4,000 THE BUILDING THERMAL ENVELOPE. EQUAL, FOIL TO BE PLACED TOWARD P. PSI FOR GARAGE SLAB. PROVIDE ALL WARM SIDE. PROVIDE 11/2" RIGID I 1 I 11 - 11 I 0)11 �2"W EXIST. O O tb R405.5 5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR I _z U) SLEEVES AND FOUNDATION VENTS A5 FOAM INSULATION ON ALL EXTERIOR I II I I I III (AGC� AIL 12 REBAR W/2"x4 KEYWAY]MIN. ~ z REQUIRED BY NYS CODE. UNLESS FOUNDATION WALL5 FROM FOOTING PLENUMS """I TANK EXIST. EXIST. 14 REB R GONG.FOOTING W/(IN O O INDICATED, ALL FOUNDATION I I PRE DRYER WASHER EXIST. EXIST. 56"BELOW GRADE CrYPJ �j U z TO 6 BELOW FINISHED GRADE UNLE55 I l l l j l 2•xb•(Act HWH I P"R" FOOTINGS ARE TO BE A MIN. b" DEEP OTHERWISE SPECIFIED. CARE SHOULD R405.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING PROJECTING 6" ON EACH SIDE OF THE BE TAKEN NOT TO DAMAGE FLUIDS >105°F OR <55°F, INSULATE TO R-5 MIN. l II II-i II II--�I"""r1 DJ.• Ib'O.G. FOUNDATION WALL. PROVIDE TWO #4 FOUNDATION WATERPROOFING. R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE I I I I I O _ _ _ _ _ I _ EXISTING (5) 2"xb" _ Q d DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE PAINTING AND 57AININO PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF SLABS TO HAVE 6X6 10/10 WELDED THE FOLLOWING IS INCLUDED FOR THE IRG/IMC. CONVENIENCE OF THE PAINTING THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER PROP. WIRE REINFORCING. ANCHOR BOLTS IN THAN v } CONCRETE SHALL BEE HOOKED 5/b" X CONTRACTORS AND ONLY AS AN 12" AT MAX. 5' O.G. PROVIDE BITUMEN INDICATION OF THE TYPES OF PAINTS 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) PROP.4'P.GONG.SLAB O EXPANSION JOINTS BETWEEN SLABS REQUIRED FOR VARIOUS SURFACES. IT *CFA = CONDITIONED FLOOR AREA AND FOUNDATION WALLS. IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A R405.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON COMPLETE FINISH. ALL PAINTED LOADS CALCULATED PER ALGA MANUEL J. Ex1sT1NG EXISTING(5)2•x4" �?O FOUNDATION WATERS ROOFING UNF I N I SHED BASEMENT e - m F INSTALL TWO LAYERS OF TOWELED ON SURFACES MUST BE FULLY COVERED - Z IN A UNIFORM MANNER TO BE R404.1: LIGHTING - A MINIMUM OF 75% OF PERMANENTLY xLH FIBERGLASS MASTIC. (FED. SPEC. INSTALLED FIXTURES MUST HAVE HIGH-EFFICANCY LAMPS. S.S.G. 153 TYPE-I) MEMBRANE TO BE iv r ACCEPTABLE. O CONTINUOUS FROM TOP OF INTERIOR WOOD SURFACES-APPLY TO LOW-VOLTAGE LIGHTING EXEMPT l� z r LIGHTLY SANDED SURFACES WALLS,i- FOUNDATION AND EXTEND TO LAP DOORS, FRAMES, TRIM, AND BASES, EXI5TIN6, SLAB X EDGE OF FOOTING. ONE GOAT WOOD FILLER OR STAIN GYPSUM WALL BOARD as ELECTRICAL FIRE BLOCKING AND TWO GOATS MCKLUSKY'S INSTALLED AS PER SECTION R702.5.2. ALL WORK SHALL FIRE BLOCKING SHALL BE PROVIDED, EGGSHELL FINISH NON-YELLOWING THROUGH R702.5.6 OF THE COMPLY WITH THE wAsrE ILI ()K AS PER SECTION R502.15 OF THE POLYURETHANE. INTERNATIONAL RESIDENTIAL CODE. NATIONAL ELEGTRIGAL RESIDENTIAL GODS OF NEW PORK GYPSUM BOARD- MINIMUM ONE GOAT GYPSUM WALLBOARD APPLICATION CODE AND ALL STATE, z STATE, TO OUT OFF ALL CONGEALED PRIMER AND TWO GOATS FLAT PAINT. SHALL BE TAPE JOINT SYSTEM. ALL LOCAL, AND UTILITY DRAFT OPENINGS (BOTH VERTICAL EXTERIOR WOOD SURFACES- TWO GYPSUM BOARD TO BE 1/2" ON WALLS COMPANY CODES AND 2'xIO'(Auk WD LEDOER CONNECT WITH 1" m I JU GOATS EXTERIOR GRADE STAIN. " AND 6•LAG BOLTS I'O.G.5TA66ER TD10 , AND HORIZONTAL). AND 1/2 ON CEILINGS UNLE55 REGULATIONS. ALL V JOISTS TO LEDGER WITH ZING COATED OR PROVIDE FIRE BLOCKING IN EXTERIOR EXPOSED METAL- MINIMUM OTHERWISE INDICATED. FINISH JOINTS, CIRCUITS SHALL BE ` ° HOT DIPPED GALVANIZED trrPJ CONGEALED SPACES OF STUD WALLS ONE GOAT ZING CHROMATE AND TWO J-BEADS. NAIL DIMPLES, CORNERS MINIMUM 15 AMP. rye I � JAI v J� AND PARTITIONS, INCLUDING FURRED GOATS EXTERIOR ENAMEL. AND EDGES SHALL BE TAPED AND POWER WIRING SHALL PROP.2•xW(ACO)STRINGERS o 16"o.G. - SPACES AT THE CEILING AND FLOOR ALL MATERIAL SHALL BE OF BEST RECEIVE THREE GOATS OF JOINT BE MINIMUM 14 AWG. o I 14"0 5ON0 TUBE FILLED SOLID W/5000psl O NOW LEVELS. CONGEALED' HORIZONTAL QUALITY PITTSBURGH, PRATT 4 COMPOUND. ALLOW 24 HOURS TO DRY CONVENIENCE OUTLETS I GONGRETE MIN.56•BELOW GRADE(rrP1 m FURRED 5PAGE5 SHALL ALSO BE FIRE LAMBERT, DUTCH BOY. CABOT5, BETWEEN GOATS. FINAL GOAT TO BE SHALL BE LOCATED 0 BLOCKED AT INTERVALS NOT MGKLUSKY5, OR APPROVED EQUAL. SANDED SMOOTH. METAL CORNER 12" ABOVE FINISHED (5)P�"F ' EXCEEDING 10 FEET. CONTRACTOR IS TO PROVIDE BEAD TO BE USED ON ALL OUTSIDE FLOOR UNLESS SAMPLES OF ALL PAINTS AND STAINS GORNER5 AND AROUND ALL OTHERWISE INDICATED. EQ. )=Q, Q, FOR ARCHITECT'S AND/OR OWNERS OPENINGS. PROP.b'xb"(AC4)COL. Z NOTES: APPROVAL. ALL SWITCHED TO BE 51TTIN6 ON NEW BEAM LOCATED 56" ABOVE = •' I. OBTAIN ALL PERMITS PRIOR TO PROP.4'P.GONG.SLAB THE START OF WORK.. THE FINISHED FLOOR Q � UNLESS OTHERWISE 2. DOOR TRIM AND BASE MOLDING INDICATED. SUPPLY W TO MATCH EXISTING O O O RECOMMENDED LAMPS cv IN ALL FIXTURES. 5. FINISHES TO BE SUPPLIED 0 z BY OWNER FOUNDATION PLAN � � 4 z SCALE: 1/4" = 1'-0" # tu T A R C H'I"T E C'T S" TODD O'CONNELL ARCHITECT P.C. TODD O'CONNELL, AIIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 r,r r,r r,r, r,r;:r r f i f 11,ra rfr-,r a r, NOTE: ALL ASSUMED EXISTING SECTION AJ104 NOTE: ALL HEATING LINES, NOTE: CONDITIONS DRAWN AND STRUCTURE SHALL BE VERIFIED IN ENERGY EFFICIENCY BASEBOARDS, DUCT WORK, ETC. NOTED AS EXISTING ARE TO BE FIELD. ALL D15CREPANCIE5 SHOULD ALTERATIONS, RENOVATIONS, TO BE INSTALLED AND MODIFIED CONFIRMED AT START OF BE BROUGHT TO THE ARCHITECTS REPAIRS TO ROOF/CF-ILINO, HALL AS REGUIRED TO ALLOW FOR NEW CONSTRUCTION. ARCHITECT 15 TO ATTENTION IMMEDIATELY. OR FLOOR CAVITIES HH10H ARE CONSTRUCTION. HVA0 BE NOTIFIED IMMEDIATELY OF ANY INSULATED TO FULL DEPTH WITH CONTRACTOR TO FILE SEPARATE D15CREPANCIE5 INSULATION HAVING A MINIMAL APPLICATION AND PLAN LAYOUT *> NOTE: COORDINATE ALL FINISH NOMINAL VALUE OF R-5.0/INCH. OF ALL HEATING/COOLING LINES MATERIALS WITH CLIENT PRIOR TO AND EQUIPMENT WITH LOCAL NOTE: EXISTING HVAC TO BE CONSTRUCTION (FLOOR, CEILING, MUNICIPALITY UTILIZED AND REROUTED AS REQ. WALLS, ETC.) NOTE: ALL ASSUMED EXISTING STRUCTURE SHALL BE VERIFIED IN FIELD. ALL DISCREPANCIES SHOULD NOTE: PROVIDE ELECTRIC TO ALL NOTE: LEVEL FLOORS AS REOU I RED BE BROUGHT TO THE: ARCHITECTS APPLIANCES TO MANUFACTURE NOTE: ALL EXISTING PLUMBING, ATTENTION IMMEDIATELY. ELECTRICAL, MECHANICAL, ETC. OPEN GUARDS SHALL HAVE SPECIFICATIONS BALUSTERS OR ORNAMENTAL THAT INTERFERES WITH NEW WORK lT PATTERNS SUCH THAT A 4-INCH NOTE: LEVEL CEILINGS AS REa. TO BE REROUTED, MODIFIED, DIAMETER SPHERE CANNOT PASS REMOVED, ETC. AS REQUIRED TO NOTE: UPGRADE EXISTING THROUGH ANY OPENING UP TO A NOTE: SMOKE DETECTORS TO BE ESTABLISH PROPER WORKING # HEIGHT OF 54 INCHES. CONDITIONS TO MATCH CONDITIONS PROVIDED IN ALL BEDROOMS AS NOTE: DOUBLE ALL FLOOR JOISTS INDICATED ON PLANS. PER CODE CONDITION (VERIFY ALL . UNDER PARALLEL PARTITIONS CONDITIONS IN FIELD) z to PROPOSM X 6--COMPOSITE P400c, WOOD DECK 17ECKIN6 CrO BE SELECTEE9 0 OVER 2"xb"(ACC D.J.0 16*O.C. OUTDOOR �D l v SHOWER RZ, SNvv tu cl) NEW KITCHEN CABINETS, PLUMBING 4 FIXTURES, APPLIANCES, AND FIN15HE5 Z tn)-- AS SELECTED BY OkqNER. 13'j)13 aA!bzPM2 LU �H @ (< tu LU 0 11'4 5/5 10'-4 Y2 EXIST. I EX15 1. EXIST. ir- W oN < 0M __j 0 IL 6 Dn IL LU IiDk EXISTING FTMqiWgxiz cj_ �<"U0 �� DINING ROOM ovo')�in.T EXIST. v W05 To E MINOR ALTERATIONS BATH < Z: NO REMOVE EXISTINGId - ;'. O �U OGHANGE KITCHEN CABINETS, RENOVATED EXISTING lu PLUMBING FIXTWES In KITCHEN BEDROOM AND APPLIANCES. 0 <Y, 0 00 EXISTING PATCH HALL, FLOOR, NO CHAN6E 51-7 KALL HT. 51-7 WALL HT. AND CEILING A6 -Z MUD ROOM NO CHANOE NEEDED. CAP ATr !9. o UNUSED PLUMBING LINE. m < 7 EXIST. EX I ST. EXISTIN& EXISTING Oki UNFINISHED ATTIC UNFINISHED ATTIC O 61 RZ,1 0 t V UP a" PROP.STEEL PROP. 0 It 0 L•CIOL"tryp) C EXIST. EXIST. EXIST. I I 17- I EXISTIN6 2"W RIDGE PROP. FLUSH 51-01, . I — 411-01 BELOW PDX21 STEEL BEAM EXIST. Z -10 :f IZ EXISTINIS EXISTIN(S tu PROP.FLUSH x (5) CLOSET CLOSET DEMO EXISTING STEPS Ok EXIST. EXIST. z OIL. Nt- o > cl RENOVATED 171 VIA"HT. 5'-'1"KALL W. LIVINO ROOM EX15TIN6 5�_ LZ tn > BEDROOM 0 OARAOF- EXISTINGNO GRANGE z NO CHANGES FLOAT CEILINS TO ACCOMMODATE\ n ry FOR STEEL BEAM 0 < MST. EXIST. EXIST. EXIST. EXIST. ak — — — — — — — — — — _j U I IN > PROPOSED WOOD PORCH W BELOW EXISTING OVERHANG -1 PROP.6"W(A00)WOOD :9 OPEN WAPZG SHALL HAVE POST ENCASED IN BALUSTERS OR ORNAMENTAL MWRATNT:TRIM TO BE PATTERNS SUCH THAT A 4-INCH 5EI 07W BY OWNER PROP.(5)21x8" VIAMETER,SPHERE CANNOT PASS DA (ACW H01;Z. THROUGH ANY OPENING UP TO A EXIST. HEIGHT OF 54 INCHES. to z —=� REMOVE EXIST.COLUMN lu < (< A tu FIRST FLOOR PLAN SECOND FLOOR PLAN tu SCALE: 1/4" = 1'-011 SCALE: 1/4" = 1'-011- ON o W_ z LU LU cj z 0 < < z LU < < FEW" TZ } 4RCHITECTS -TODD O'CONNELL tt A RICH ITECT P.C. TODD OTONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 EXISTING HOUSE EXISTING HOUSE OPEN SWARDS SHALL HAVE BALUSTERS OR ORNAMENTAL �v PATTERNS SUCH THAT A 4-INCH DIAMETER SPHERE CANNOT PA55 n_ RAILING TO BE SELECTED THROUGH ANY OPENING UP TO A �f�� c". BY OWNER CIYP.I HEIGHT OF 54 INCHES. COLUMNS TO BE SELECTED BY !n OWNER RAILING TO BE m SELECTED BY OWNER ly � � O j # COLUMNS TO BE z I SELECTED BY OW � OWNER LATTICE TO BE a SELECTED BY OWNER T•O. DECK T.O. DECK10 ELEV. ±I'-6" ELEV. t8'-2" 0 } aoF710 111 OPEN GUARDS SHALL HAVE BALU5TER5 OR ORNAMENTAL OPEN GUARDS SHALL HAVE LATTICE TO BE SELECTED BY OWNER PATTERNS SUCH THAT A 4-INCH BALUSTERS OR ORNAMENTAL w° DIAMETER SPHERE CANNOT PA55 PATTERNS SUCH THAT A 4-INCH m o THROUGH ANY OPENING UP TO A DIAMETER SPHERE CANNOT PA55 HEIGHT OF 54 INCHES. THROUGH ANY OPENING UP TO A HEIGHT OF 54 INCHES. z~ z ' N (D oo �o w v-z V °��o�LLFzQJwFOQ� u H �wwpz�pp�0� FRONT ELEVATION 51 DE ELEVATION 50ALE: 1/4" = P—O" ttzDD N u, z m SCALE: 1/4" = I'—O" v w ��'z z—°° z �v ° z t z ILI z O 0 EXISTING HOUSE O Q V z N O N OPEN GUARDS SHALL HAVE EXISTING HOUSE p BALUSTERS OR ORNAMENTAL OPEN 6,UARD5 SHALL HAVE PATTERNS SUCH THAT A 4-INCH BALUSTERS OR ORNAMENTAL DIAMETER SPHERE CANNOT PA55 PATTERNS SUCH THAT A 4-INCH THROUGH ANY OPENING ES. TO A HEIGHT OF 34 INCHE RAILING TO BE DIAMETER SPHERE CANNOT PASS SELECTED BY OWNER THROUGH ANY OPENING UP TO A a HEIGHT OF 54 INCHES. RAILING TO BE - SELECTED BY OWNER , ( E E I t I I o O ELEV. t 2" lu LU tu tu LU O Q � � o o � REAR ELE'\/ATION 51DE ELEVATION f � Z z 50ALE: 1/4" = I'—O" < dj Q z • 5GALE: I/4(" = I —O++ LU 3 O < Ll 'ARC WIT ECT5 TODD O'CONNELL ARCHITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway 4" FRESH AIR VENT Suite 120 THROUGH ROOF Hauppauge,NY 11788 I P(631)650-6666 i F(631)650-6667 SPINDAL5 TO BE MAX I C(516)658-0325 rr(rr;rrrrrlI %'xb'COMPOSITE OR I f DECKING EXISTING WIFINISHED ATTIC I C EXISTING UNFINISHED ATTIC i F 2xb AGQ JOIST• Ib'O.G. 4 00 HURRICANE CLIP 0)2"xIO"AC-0 fi P5105.1 ROOF EXTENSION OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT L -55 THAN 6 INCHES ABOVE THE ROOF OR b ELEVATED POST BASE MANUFACTURED BY INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, SIMPSON STRONG-TIE CONNECTORS MODEL WHICHEVER 15 GREATER.WHERE A ROOF 15 TO BE USED FOR No.BCb OR APPROVED EQUIVALENT ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR — ——————— SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT r-———————— — I I m PIPES SHALL TERMINATE NOT LESS THAN'i FEET ABOVE THE ROOF. RENOVATED EXISTING I I I I P5105 2 FROST CLOSURE KITCHEN I $gym i KITCHEN EXIBA� WHERE THE 915 PERCENT VALUE FOR OUTSIDE DESIGN O TEMPERATURE IS O-F OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN I I I I I Z DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE I I I I 2��1 V bXb AGQ POST MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE I I 1 z OF THE BUILDING. I I �� ELEVATED POST BASE MANUFACTURED BY f DW 51MPSON STRONG-TIE CONNECTORS MODEL I n DW I I u 2 2 1 No.P15"R OR APPROVED EQUIVALENT I 1 1/2 I 1 I I 1/2 I O a TABLE P5201'1 TUB I TUB i V Z ° SIZE OF TRAPS FOR PLUMBING FIXTURES I " GRADE TRAP SIZE 2„ 2u r Lij n PLUMBING FIXTURE MINIMUM CM—CM CM—CM—6W ON— —c1K eA—cm G.O. 3" 2 } F O a ° d BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR (I 1N1 1/2 C w�u�j j F V U O O WHIRLPOOL ATTACHMENTS) ON—GV—tar CM—c' 5 j 2 0. �W� 0 P�� I4Q SONO TUBE FILLED SOLID n BIDET 1 1/4 W/ 1 P.GONG. ° CLOTHES WASHER STANDPIPE 2 I Q p~M�q s y�90 SOooPe ° $ DISHWASHER ON SEPARATE TRAP I I/2 EXISTING FLOOR DRAIN 2 I S FINA D UNFINISHEDTSO V W 13 w ad 4' KITCHEN SINK(ONE OR TWO TRAPS,WITH OR 1 1/2 I 3" Q z H-'n} [� WITHOUT DISHWASHER AND FOOD WA5TE DISPOSEW EMENTU z w N HWH • I HWH ONu�O 3 0 W aL• ° Y TUB ONE OR MORE COMPARTMENTS I I/2 I 1 O N tt F_��N��O a LAVATORY 1 1/4 B z_T- %3 W V 'n v v a' SHOWER(BASED ON THE TOTAL FLOW RATE N O O w _ THROUGH SHOWERHEADS AND BODY5PRAY5) BAGKFLOW I }Q pp Z°°DIP `� v 6PM AND LESS 1 1/2 pp Q-j da dv. FLOW RATE. PREVENT'ER O u� X LLgI w O .n, JS NOD'O Rp�} 51.17 µl�T x Q O n MORE THAN 2.5 GPM UP TO I 25.6 GPM 4 G.O. 1 11 2 u Q w _�z>pLL O UP TO 55.6 CIPM o��>�NQd�FU DECK 5TRAPP I NO DETAIL ��Q �w_ww W05 yo FIN SCALE: 5/4" = 1'-O" EXISTIN5 WASTE N o a o o CONNECT TO N-'� O w o io- ZPlJU1,`,`�,,Q, �NIU Z IA xU" a 0�o-°F- z = pvz �� N FLUME3 1 NO SUPPL`I' R 15ER D I AORAM FLUME3 I NO 1�NASTE RISER D I AORAM ~~Q Q~N O o~°u SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" lu Z T.O_. EXISTING_ RIDGE HURRICANE ANCHORS ELEV. t26-1" MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. HI OR APPROVED EQUIVALENT Q EXIST.ROOFING AT EVERY RAFTER TO PLATE T.O_. NEW PLATE z0 RR Ib•OZ.N.I )F GONNEGTIO ELEV. 124'-0" EXIST.2•x6• v EXIST.FRAMING HURRICANE ANCHORS MANUFACTURED `fi�Sr BY U5P CONNECTORS MODEL No.RT T OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION �oJ y� Z EXISTING k UNF I N I SHED ATT I G r �X6�R N ROOF RAFTER •i6 c, 4 )2•xb•( NISHED 2ND FLOOR �� d Q FI AC42)HEADER POST GAP MANUFACTURED BY ELEV. t1'1-O EXIST.2"xb"F.J.• Ib'O.G. -�� 4 SIMP50N STRONG-TIE CONNECTORS ELEVATED POST BASE MANUFACTURED BY MODEL No. 1506 OR APPROVE PROP.Wbx21 STEEL I-BEAM FLOAT CEILING TO ACCOMMODATE 51HPSON 5TRON6-TIE CONNEGTOR5 MODEL NOTE= ALL EXTERIOR FOR STEEL BEAM No,506 OR APPROVED EQUIVALENT EQUIVALENT INSTALLED AS PER MATERIALS To EXI5TIN6 MANUFACTURES SPECIFICATIONS MATCH EXISTIN6 FIRST FLOOR I I NOTE! COORDINATE ALL FINISH PROP.(5)2"xb" " BEA /4 X b COMPOSITE WOOD ' ('AGOz)HDR. / e " MATERIALS WITH CLIENT PRIOR TO / NOTES CONDITIONS DRAWN AND NOTED AS EXISTING CONSTRICTION-FLOOR,GEILIN6, bXb AGQ POST ENCASED HURRICANE STRAP TO BE DECKING(TO BE SELECTED) ARE TO BE CONFIRMED AT START OF = WALLS,ETC. IN DECORATIVE TRIM DECORATIVE COLUMN COVER ADDED AT EACH JOIST(TYP) CONSTRUCTION.ARCHITECT IS TO BE NOTIFIED i 94'xb•COMPOSITE OR AGQ IMMEDIATELY OF ANY DISCREPANCIES r Nam, ALL EXISTING PLUMBING, I PROP.b"'W(A60)WOOD DEClGIN6 bXb COL // // // 5 ;", W SECTION AJ104 ENERSYIEFFICIENGY INTERFERES WIT}iMECHANICAL, WORK TO BE DECORATIVE ATR TO BE I ZJAA ALTERATIONS,RENOVATIONS,REPAIRS TO ROOF/GEILIN5, REROUTED,MODIFIED,REMOVED,ETC.AS °/4"X b"COMPOSITE WObD I SELECTED BY OWNER O WALL OR FLOOR CAVITIES WHICH ARE INSULATED TO FULL REQUIRED TO ESTABLISH PROPER DECKING Cf0 BE SELEGT�D) I ( \ DEPTH WITH INSULATION HAVINS A MINIMAL NOMINAL WORKING CONDITION-VERIFY ALL I v 2xb AGQ JOIST•Ib'O.G. / / FINISHED 15T FLOOR VALUE OF R-5O/INCH. CONDITIONS IN FIELD FLUSH(5)2•xIO" ELEV. t8'-2" I 2"xb"(A00)D.J.• I6"O.G. EXIST.2"xb"F.J.• Ib"O.G. I I ( )HEADER ELEVATED P05T BASE MANUFACTURED SY �/I IMP50N STRONG-TIE OONNEG M TOR5 ODEL // // / 2"Xb"(AGCIJ D J.• Ib" .G. ' _ NO.BGb OR APPROVED EQUIVALENT SPAM �--- �'� (5)2"xb"(ACQ)HEADER(TYP) II CONNECT WI�" AND LAC x CONNECT WITH"0 AND LAS X Z)-- ° BOLTS I'O.G.STA66ER TEGO O BOLTS 1'O.G.5TA66ER TEGO O C n 2"xIO'AOQ %/ / I I J015T5 TO LE06ER WITH ZING Q JOISTS TO LEDGER WITH ZING Q I v • / COATED OR HOT DIPPED COATED OR HOT DIPPED ' . • a. . eRADE DECKING / EXISTING c GALVANIZED GALVANIZED I I J a I I b'xb"(AGOZ)WOOD POST(IYPJ UNFINISHED B?�SEMENT ON 12"0 SONO-TUBE W 5500 PSI u u ELEVATED P05T BASE MANUFACTURED BY FLOOR JOIST - I I P.CONCRETE,MIN.56- BELOW ij H ° IMPSON STRONG-TIE CONNECTORS MODEL GRADE(TYPJ 14"0 SONG-TUBE W/5500 PSI P. LU ■Z W xx CONCRETE,MDE� ,BELOW • a No..PBbbR OR APPROVED EQUIVALENT I I W FLUSH BEA POST GAP MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. BG6 e�aoe I I O O n d 1401 SOHO TUBE FILLED SOLID OR APPROVED EQUIVALENT INSTALLED 7 M g Wv°°op°I P.COW— AS PER MANUFACTURES SPECIFICATIONS I I 1 I (1 +�--\1 7 O I ( POST GAP MANUFACTURED BY SIMP50N G .a I 5TRONG-TIE CONNECTORS MODEL No. P566 a OR APPROVED EQUIVALENT INSTALLED / Z d I AS PER MANUFACTURES SPECIFICATIONS K ° ° USE SIMPSON Z-MAX OR HDG CONNECTORS TO INCREASE CORROSION RESISTANCE J FOR ALL HARDWARE IN CONNECTION W/AGQ LUMBER. r W W 1— (V z fi'ORG FRAM I NO DETAIL PORCH 5TRAPP I NO DETAIL 5EGT I ON A < z - I SCALE: 5/4" = I'-O" SCALE: 5/4" = I'-O" SCALE: I1/4�� - �_O 11 # -w► TABLE R602.30) TABLE R602.3(1) TABLE R602.3(5) SIZE, HEIGHT AND SPAG I NO OF WOOD STUDS g M•. ,- f_ ` FASTENING SCHEDULE FASTEN I NO SCHEDULE CONTINUED x NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS BEARING WALLS NON-BEARING WALLS I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abA SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abc MEDIATE ROOF ED6E5 IN_ c�SUPPORTS (INCHES}' MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN A R c H`i`r E c r S (INCHES) LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, MAXIMUM 5PAGING WHEN LATERALLY LATERALLY SUPPORTING TWO FLOORS, 4-8d BOX(2 I"XO.II3")OR WOOD STRUCTURAL PANEL5,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL STUD 51ZE SUPPORTING TWO UNSUPPORTED UNSUPPORTED AOD H I TE C T P.C. BLOCKING BETWEEN CEILING J015T5 OR RAFTERS 3-8d COMMON(2Y2"XO.1319;OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] (INCHES) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING I a SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT TO TOP PLATE 3-I6d BOX(2�"xo.128");OR HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE .... 3-3"Xo.131"NAILS 30 s/D„- " bd COMMON(2"XO.113")NAIL(5UBFLOOR,WALL) b 12f ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) HEIGHT g (INCHES) g (FEET) g (FEET) 8d COMMON(2 Y2"xO.I31'9NAIL(RooF) T O D D O'C O N N E L L, A I A 4-8d BOX(2 "X0.113"9 OR 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(2 Y2"XO.131");OR PER JOIST,TOE NAIL 31 96�' - I" 8d COMMON NAIL(2 Ys"X0.131") b 12f 1200 Veterans Memorial Highway 3-I6d BOX(2 Y2"XO.I259;OR Suite 120 3-3"XO.131"NAILS 52 1)s"- 1 Y4" I6d COMMON(3"Xo.148")NAIL;OR b 12 Hauppauge,NY 11788 8d(2 Y2"XO.131"9 DEFORMED NAIL GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I6d BOX(3"XO.113")OR OTHER WALL SHEATHING P(631)650-6666 3 LAPS OVER PARTITIONS[:see Sections R802.3.1 ,R802.3.2 3-I6d COMMON(3 Y2"X0.162");OR I YY GALVANIZED ROOFING NAIL, a' HEAD 4-3"XO.I31"NAILS FACE NAIL 33 I) "STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"CROWN STAPLE 16 ga., 3 b F(631)650-6667 and Table R&02.5.1 091 SHEATHING I Y" LONG 0325 I a GALVANIZED ROOFING NAIL, a HEAD GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER 554. 2%52"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE 16 ga., 3 b -•• 4 (HEEL JOINT), TABLE R8025.1(4) SHEATHING I "LONG r. r._ r. FACE NAIL r, irrCr,rlrr ,f;f ]f i[ . f i».ft7Ji; [see Sections R802.3.1 ,R802.3.2 and Table R802.5.1 (q)] d I Y2"GALVANIZED ROOFING NAIL;STAPLE 2X4 IO 24 16 -- 24 10 I6 35 Y2"GYPSUM SHEATHING GALVANIZED, I Y2"LONG;I Y4"SCREWS, 7 1 2X6 10 24 24 l6 24 20 24 f4df.rq) t;r;zf,..[ifirlrC,:C.( (ia. 4-lod BOX(3"XO.128") OR TYPE 11 OR 5 COLLAR TIE TO RAFTER,FACE NAIL OR I Y4"X 20ga. 3-I6d COMMON(3Y2"XO.148");OR d 1 s/4"GALVANIZED ROOFING NAIL;STAPLE 5 = =RIDGE STRAP TO RAFTER. 4-3"XO.131"NAILS FACE NAIL EACH RAFTER 36 s/e"GYPSUM SHEATHING GALVANIZED, I %"SCREWS,TYPE W OR 5 FOR SI: I INCH 25.4 mm, I FOOT 304.amm a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALL5 SHALL BE SHEATHED ON NOT LESS THAN ONE WOOD STRUSTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3-I6d BOX NAILS(3 "X0.1359 OR 2 TOE NAILS ON ONE SIDE bd DEFORMED(2"X0.120")NAIL;OR SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED ` / r v ( 3-IOd COMMON NAILS(3"xO.I48");OR AND I TOE NAIL ON OPP051TE 51 s/4" AND LESS 8d COMMON(2 Y2"Xo.1519 NAIL 6 12 WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 6 RAFTER OR ROOF TRUSS TO PLATE 4-IOd BOX(3"XO.128");OR SIDE OF EACH RAFTER OR b. SHALL NOT BE USED IN EXTERIOR WALL5 ^ C,;`/`r.' • �°` 4-3"X0.131"NAILS TRUSS I Sd COMMON(2"xo.131")NAIL;OR c. A HABITAELE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO " f ` , r'38 Ys"- I" Sd DEFORMED(2Y2°xol2o")NAIL 6 I2 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 4-I6d(3}"XO.I35")OR I6d COMMON(3"XO.148")NAIL;OR 3-I6d COMMON(3"X0.148");OR TOE NAIL 341 1 Ye" - 1 Y4" 8d DEFORMED(2 Y2"X0.120")NAIL b 12 TABLE RE02.10.4- BRACING METHODS 4-IOd BOX(3"XO.128");OR 1 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"XO.I31" NAILS FOR 51: 1 Inch = 25.4 mm, I foot = 504.6 mm, I MILE PER HOUR= 0.44'i m/s;I ksI = 6.8115 MPa METHODS, MATERIAL MINIMUM THIGKE55 FIGURE CONNECTION CRITERIA ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 3-I6d BOX(3 J"XO.135"9 OR FASTENERS 5PAGING 2-I6d COMMON(3Y2"X0.162");OR TOE NAIL a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING R" tti 3-I6d BOX ON(51,1 "X OR CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.142 INCH(20d R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDIN05 LOCATED IN 3-lod B31"NAILS COMMON NAIL),q0 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 K51 FOR SHANK EXTERIOR SHEATHING PER b"ED6E5 12"FIELD V 1NPBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. DIAMETERS OF 0.142 INCH OR LESS. TABLE R602.3(3) GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE WALL b.STAPLES ARE Ib 6A6E WIRE AND HAVE A MINIMUM"VI6-INCH ON DIAMETER GROWN WIDTH. G5-W5P REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM E IQ9b AND A5TM E Ia86 A5 c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. CONTINUOUSLY SHEATHED Ibd COMMON(3)�"X0.162") 24"O.G.FACE NAIL d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY. WOOD STRUCTURAL PANEL /8 MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR m u 8 e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). INTERIOR SHEATHING PER VARIES BY FASTENER STUD TO STUD MOT AT BRACED WALL PANELS) I6d .151 ).128");OR NAILS TABLE R602.3(I) or R602.3(2) WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT'-RESISTING 3"X0 " 16"O.G.FAGS NAIL f.WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO M3 (] GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, O STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) N I6d BOX(3Jz"X0.135");OR NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 46 INCH EXCEPTION: STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131" NAILS 12" O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END HALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. � q CORNERS(AT BRACED WALL PANELS) g.GYPSUM SHEATHING SHALL CONFORM TO A5TM SHALL CONFORM TO ASTM G 205. ~I C 13g6 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD SHEATHING LU G5-6bc WCDD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN A�6 INCH AND A Z #0 Ibd COMMON(3Y2"Xo.162") 16"O.G. FACE NAIL h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED CONTINUOUSLY SHEATHED SEE METHOD CS-H5P SEE METHOD GS-HSP SPAN OF NOT MORE THAN & FEET SHALL BE PERMITTED FOR OPENING PROTECTION. tU WOOD STRUCTURAL PANEL Q 8 PANE v Ibd COMMON(3Y2"X0.162") Ib"O.G.EACH EDGE FAGS NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON ROOF SHEATHING PANEL E06E5 APPLIES TO PANEL EDGES Z ADJACENT TO GARAGE L5 SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE H - 10 BUILT-UP HEADER(2"TO 2"HEADER WITHY2"SPACER) SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE -[ J I6d BOX(3 Y2"XO.135") 12"O.G.EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROV15IONS OF THIS CODE.FLOOR PERIMETER SHALL BE F SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. Q PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED Z 5-8d BOX(2 Y2"XO.1159;OR I WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWO TOE NAILS � W17H THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO O 11 CONTINUOUS HEADER TO STUD 4-6d COMMON(2 Y2"XO.131");OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON � RE51ST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH � 4-I0d BOX(3"XO.128" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. V Z � EITHER TABLE R301.2(2) OR ASGE 7, WITH THE PERMANENT CORROSION-RESISTANT Ibd COMMON(3 Y2"XO.162') IV'O.G.FACE NAIL 0 CS-pF ! SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 A77ACHMF-NT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE CONTINUOUSLY SHEATHED /Ib 12 TOP PLATE TO TOP PLATI_ I6d BOX(3"xo.128'7;OR TABLE R8O2.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES Z PORTAL FRAME BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 15 PERMITTED FOR w p o 5"X0.131")NAILS 12"O.G.FACE NAIL a12cd,e.fa.h z BULDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE p �Z N9gii FROM WIND (ASD) (POUNDS PER CONNECTION) O DE5ION WIND SPEED, 15 1&0 MPH OR LESS. ' w o o 0 8-I6d COMMON(3�"XO.1679;OR EXPOSURE B 0 < N p 12-I6d BOX 0 Y2"XO.135");OR 1 Y2' long X 0.12 dia. Q =w O-_ DOUBLE TOP PLATE SPLICE FOR 5DC's A-D WITH SEISMIC (for).2"thick sheathing) T'4BLE R301.2.1.2: NINDBORNE DEBRIS PROTECTION FASTENING o"m u 3 y 2 12-I6d BOX(3"XO.128");OR FACE NAIL ON EACH SIDE OF �� 25 �� s BRACED WALL LINE SPACING<25' ULTIMATE DESIGN WIND SPEED Vult (m h) 12-3"XO.131" NAILS END JOINT(MINIMUM 24" LAP p d Y2 Or �32 for I /4' long X 0.12 dia. i 0 4 O G5-5FB " (for"/s2'thick sheathing) 3"ED6E5 6"FIELD SvHEDULE FOR WOOD STRUCTURAL PANELS �, 1 SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN 150 m h 140 m h CONTINUOUSLY SHEATHED i'YICIXIi'i'1U1'YI 16 ► k V w O m p p galvanized roofing Halls or 8 common u z LL�m 13 END JOINT) TRU55 SPACING (FEET) STRUCTURAL FIBERBOARD H (2 Y2" long X 0.151"dia)rolls FASTENER SPAG I NO ',Q z_m} (� DOUBLE TOP PLATE SPLICE SDG's DO,D1,OR D2;AND 12-I6d(3 Y2"XO.I35") ROOF PITCH ROOF PITCH Stud spat Ing g tp U o P m') LU BRACED WALL LINE SPACING>25' FASTENER TYPE 4 FOOT 6 FOOT �,aV H 090,Z �[ <5:12 >5:12 PANEL SPAN < PANEL SPAN < PANEL SPAN p z 'z"-' to z v Ibd COMMON(3 Y2"xO.162") 16"O.G.FACE NAIL 12 ci5 as 122 115 FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.5mm, I degree, = 0.0175 rod I pound per Square foot=47.a N/m2, I mile per hour = 0.447 m/s. <4 FOOT <_6 FOOT <-a FOOT ' N o w o W CS g p P a P ail upm► ? = O 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR Ibd BOX(3Y2"XO.135");OR Ib 122 I12 157 146 a. Adhesive attachment of Hall sheathing including Method GB, Shall not be permitted in Seismic Design Categories G, Do, DI and D2. NO. a WOOD SCREW o`�} 'p z p ~ BLOCKING(NOT AT BRACED HALL PANELS) 12"O.G.FACE NAIL 24 14al 15-1 Ia12 1-1b u� z-<w O 3"xO.131")NAILS b. Applies to panels next to garage door opening Where supporting gable and Hall or roof load only. Shall only be used on one wall E45ED ANCHOR WITH 2 q<� 2& 167 155 216 200 o 12" O.G. of the garage. In Seismic Design Categories D D and D roof Coveringdead load shall not exceed 3 sf. 16 10 8 <�$6 m p u o-�w� 3-I6d BOX(3 J�"X0.135");OR 3 EACH 16" O.G.FACE NAIL 32 Ia5 170 240 222 g g g g O' I' D. p I1CH EMBEDMENT LENGTH w p z O �o m c. Cara e openings ad adjacent to a Method G5-6 panel shall be provided With a header In accordance With Table R602.5 (1). A full mom '- IL BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-Ibd COMMON(3 Y2"X0.162");OR 2 EACH I6"O.G.FAGS NAIL 36 203 186 264 244 g � P P z a� ►- IS BLOCKING(AT BRACED WALL PANELS) 4-3"XO.131"NAILS 4 EACH 16"O.G.FACE NAIL 42 250 211 500 27b height clear opening shall not be permitted to a Method CS-0 panel. N�). 10 WOOD SCREW a N p m N w d. Method CS-5F5 does not apply In Seismic Design Categories Do, DI , D2. < o a Z z uuI 48 25b 236 336 311 EASED ANCHOR WITH 2 4-Bd BOX(2 "xo.113");OR e. Method applies to detached one and two-famll dwelIln s In Seismic Design Gate oriel D throw h D 16 12 3-I6d BOX(3 JS"xo.13s");OR 12 126 117 162 150 pp y g g g o 9 ,only. w_w 4-I6d COMMON OX (2)1 " ").IO311"");OR TOE NAIL 24 I62C195 141 182 2�5 2 7 IK.H EMBEDMENT LENGTH u N � ) Ib TOP OR BOTTOM PLATE 1•0 STUD 4-3"X 0.151 NAILS „ 25 222 205 2&7 266 I6 O.G. q5 TABLE R602.10.5 u kniLa 0 cj 6 YgINGH LAG SCREW ��o�Qmu��- }= 32 246 226 31a 2 E45ED ANCHOR WITH 2 16 m m m Z [A 3-Ibd BOX(3 °xo.l3s"J;oR I6 16 'i- � �'Z o 2-I6d COMMON(3 Y2"XO.I62'%OR END NAIL 56 27o 247 351 325 MINIMUM LENGTH OF BRACED WALL PANELS 11GH EMBEDMENT LENOTH y o��i�o w Z 3-I6d BOX(31xO.128");OR 42 306 2&1 3cia 570 a 3-3"xo.131"NAILS 45 545 514 44-1 414 METHOC MINIMUM LENGTH p<s a-< d (INCHES) CONTRIBUTING WOMYH O p[ 3-I6d BOX(311X0.12811);OR F-XF05URE G ADJACENT CLEAR WALL HEIGHT LENGTH c THIS TABLE 15 BASED ON 180 MPH ULTIMATE << mop o u (] 1'7 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(3Y2"XO.I629;OR OPENING HEIGHT (INCHES) 3-3"XO.I31"NAILS FACE NAIL ULTIMATE DESIGN WIND SPEED Vult (mph) (INCHES) 8 FEET q FEET 10 FEET II FEET 12 FEET DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF 3-8d BOX(2 "X0.113");OR RAFTER OR ROOF SPAN GS-WSP <64 24 27 30 33 36 ACTUAL HEIGHT. 18 I"BRACE TO EACH STUD AND PLATE 2-8d COMMON(2Y2"XO.1s1");OR TRUSS SPACING (FEET) 130 mph 140 mph FASTENERS SHALL BE INSTALLED AT OPPOSING � 2-10d BOX(3"xO.128");OR FACE NAIL ROOF PITCH ROOF PITCH ENDS OF THE WOOD STRUCTURAL PANEL. 2 STAPLES 1 5/4" FASTENERS SHALL BE LOCATED NOT LESS THAN 3-8d BOX 2 "XO.113";OR <5:12 >5:12 <5:12 >5:I2 INCH FROM THE EDGE OF THE PANEL. 2-e,d COMMON(2 Y2"XO.131'9;OR 12 161 151 Iola lab TABLE R501.2 I4 I" X 6"SHEATHING TO EACH BEARING 2-10d BOX(3"XO.12&9;OR FACE NAIL G ANCHORS SHALL PENETRATE THROUGH THE 2 STAPLES, I"GROWN, Ibga.,1 5/4"LONG la 205 I95 257 242 DECK LEDGER CONNECTION TO BAND JOISTW, EXTERIOR WALL COVERING WITH AN EMBEDMENT 24 256 23a 317 2qa 3-Bd BOX(2 "xo.u3");OR 2a 2aa 26a 35a 555 (DECK LIVE LOAD=40 PSF DECK DEAD LOAD=10 PSF SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE 3-8d COMMON(2 Y2"X0.131");OR 12 O.G. � i - 32 521 2119 398 575 BUILDING FRAME. FASTENERS SHALL BE LOCATED 3-1oa Box CI"C O M, l; go s 36 555 32cl 455 411 3 STAPLES,I"GROWN, Ibga.,l /4"LONG CONNECTION DETAILS JOIST SPAN NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE Z LU 20 1"X 8"AND WIDER SHEATHING TO EACH BEARING WIDER THAN P X 8" FACE NAIL 42 4 375 4Qa 46b 6'AND LE55 b' I" TO 8' 8 TO TO 12' 12'I TO 14' 14'I"TO I6' Ib'1 TO IS' CONCRETE BLOCK OR CONCRETE. X 4b 450 50 420 560 524 O ON-CENN TER SPACING OF FASTENERS 4-5d BOX(2 �"(2)l OR 12 214 201 263 24-1 INCH DIAMETER LAG SCREW cd d. PANELS ATTACHED TO MASONRY OR 0 (2Y2` 3-8d COMMON Xo.131");OR 30 23 IS IS 13 II 10 3-I0d BOX(3"XO.I28");OR 15 277 25q 542 522 WITH� INCH MAXIMUM SHEATHING MASONRY/STUCCO SHALL BE ATTACHED USING 4 STAPLES, I"GROWN, Ibga.,l 5/4"LONG 24 540 30 422 3016 � INCH DIAMETER BOLdT WITH I INCH 36 36 34 2q 24 21 Iq VIBRATION-RESISTANT ANCHORS HAVING AN 0 2a 3a4 355 476 446 MAXIMUM SHEATHINGZ FLOOR I6 O.G. ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS 32 -42-13cib 52ci 4cib � INCH DIAMETER BOLT WITH I-INCH 36 36 24 24 21 18 lb 13 4-8d BOX(2 j"X0.113"9;OR MAXIMUM SHEATHIINGe THAN 1,500 POUNDS. 3-8d COMMON(2 Y2"XO.131'7;OR 36 469 43b 5a3 54-1 11_21 JOIST TO SILL,TOP PLAT1=OR GIRDER 3-I6d BOX(3"XO.12B");OR TOE NAIL 42 535 4a{o1 664 1 622 FOR 51: 1 inch = 25.4 mm,I foot =304.8 mm, I pound per square foot = 0.04'lq kF a 0 48 5Q9 55cl 745 6ci7 a.Ledgers shall bye flashed In accordance with Section R7o3.4 to prevent water from contracting the house band Joist. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER 3-3"X0.131"NAILS b.Snow load shall not be assumed to act concurrently with Ilve load. 8d BOX(2 "X0.1139 4"O.G.TOE NAIL c.The tip of the lag screw shall fully extend beyond the Inside face of the band joist. TABLE R301.7 RIM JOIST,BAND J015T OR BLOCKING TO SILL OR TOP 8d COMMON(2 Y2"XO.131");OR d.Sheathing shall Ibe wood structural panel or solid sawn lumber Z 22 FOR 51: I INCH = 25.4 mm, I FOOT = 304.amm, I MILE PER HOUR= 0.447 m/s, PLATE(ROOF APPLICATIONS ALSO) lOd BOX(3"X0.128");OR 6" O.G.TOE NAIL s e.Sheathing shall ibe permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. 0 3"XO.131"NAILS I POUND =0,454kg, I POUND PER SQUARE FOOT = 47.11 N/m , I plf 14.6 N/m Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable STRUCTURAL MEMBER ALLOWABLE 0 z0 3-8d BOX 2 "X0.113";OR sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION 2-e,d COMMON(2 Y2"XO.I3I");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF N 23 1"X 6"SUBFLOOR OR LESS TO EACH JOIST 3-10d BOX 0"X0.128"9;OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR C. FOR EXPOSURE D THE UPLIFT RAFTERS HAVING SLOPES GREATER THAN 5/12 L/I80 2 STAPLES,1"CROWN,169a.) s/4"LONG CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE TABLE R507.2.1 WITH NO FINISHED GEILIN6 ATTACHED TO N 3-I6d BOX(3Y2XO.135");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS 4n 24 2"SUBFLOOR TO JOIST OR 61RDER 2-I6d COMMON(3)4"XO.162") BLIND AND FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE INTERIOR WALL5 AND PARTITIONS H/150 3-I6d BOX(3 Y2'XO.I35");OR TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF MINIMUM END AND EDGE DISTANCES AND 5PAGING BETWEEN ROWS 25 2"PLANKS(PLANK a BF-Am-FLOOR E ROOF) AT EACH BEARING,FACE NAIL FLOORS L/360 2-I6d COMMON(3Y2"Xo.162") HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW 5PAGING # 3-I6d COMMON(3 "Xo.162" b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 CEILING WITH BRITTLE FINISHES (INCLUDING L/360 } 4-10 BOX(3"XO.I28");OR A55EMBLY DEAD LOAD OF 15 PSF. LEDGERa d 3 b s b PLASTER AND STUCCO) W 26 BAND OR RIM JOIST TO JOIST2 INCHES /4 INCH 2 INCHES I /8 INCHES p/ 4-3"XO.131" NAILS;OR END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 4-3"X 149a.STAPLES,a"CROWN OVERHANG OF 24 INCHES. BAND J015Tc 5/4. INCH 2 INCHES 2 INGH5sb 1 5/6 INCHESIo GYPSUM BOARD) IL EACH LAYER As FOLLows: d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE 20d COMMON(4"XO.Ig2");OR 32"O.G.AT TOP AND BOTTOM ALL OTHER STRUCTURAL MEMBERS L/240 AND STAGGERED MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN & FEET OF BUILDING FOR 51: 1 INCH=25.4 MM a. LA6 SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R501.2.1(I). a lod BOX(3"XO.128");OR 24"O.G.FACE NAIL AT TOP CORNERS. b. MAXIMUM 5 INCHES. EXTERIOR WALLS - WIND LOAD WITH PLASTER OR H/360 21 E3uiLT-UP 61RDER5 AND BEAM5,2-INCH LUMBER LAYERS 3"XO.131"NAILS AND BOTTOM STAGGERED ON e. FOR BUILDIN65 WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES AND: OPP051TE SIDES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SNncL BE IN ACCORDANCE WITH FIGURE R50'12.1(I). 2-20d COMMON(4"X0.142");OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADS" WITH OTHER H/240 O 3-lod BOX(311XO.12b1%OR AT EACH SPLICE FORGES. BRITTLE FINISHES ` l 3-3"XO.151"NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT TABLE: R402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION GODF EXTERIOR WALLS - WIND LOAD50 WITH FLEXIBLE H/I20d v I I-I 1-► 4-Ibd BOX(3�"Xo.135"9,01R. CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL FIN15HE5. y 28 LEDGER STRIP 5UPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3Y2"XO.162");OR AT EACH JOIST OR RAFTER, WALL ABOVE. EQUIVALENT U-FACTORS 4-I0d BOX(3"XO.128'7;OR FACE NAIL LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LINTELS SUPPORTING MASONRY VENEER WALLS- L/boo �- 4-3'XO.131 NAILS SHALL BE PERMITTED. _ Fq1 BRID61N6 TO JOIST 2-I6d(3"X0.128") EACH END,TOE NAIL h. THE TABULATED FORGES FORA 12-INCH ON CENTER SPAGINC� SHALL B CLIMATE ZONE E PERMITTED FENESTRATIGN SKYLIGHT CEILING FRA''iE WALL MASS WALL FLOOR BASEMENT WALL CRAW NOTE: L=SPAN LENGTH, H-SPAN HEIGHT L SPACE FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER V a.LINEAR FOOT. U-FACTOR U-FACTOR U-FACTOR j- ALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL PERMITTED TO BE TAKEN � Z 4 EXCEPT O.OSa' 0.065 ;- AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS ((1 L 0.55 0.02E 0.060 O.O�iB 0.047 OBTAINED FROM THE TABLE R301.2(2). 0.55 - ,'�. ., �,. • MARINE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWIGS TABLE R602.3(3) 5 AND 0.52 0.55 0.026 0.060 O.Oa2 0.055 0.050 0.055 c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN +�- THE LENOTH OF THE CANTILEVER. WOOD PANEL WALL SHEATH I NO FASTENING SCHEDULE ape MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND MARINE 4 f Z ROOFS OR WALL5 OF SUNROOM ADDITIONS OR PATIO MINIMUM NAIL PANEL NAIL SPACING AS MAX. AS MAX. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS ,n1 STRUCTURAL PANEL THICKNESS STUD SPACING SPEED VULT�H) PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF lJ/ PENETRATION PANEL SPAN (INGHE5) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY -V.I.F. -V.I.F. O SIZE (INCHES) RATING (INGHE5 O.GJ (INCHES O.G.) B G D GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED bd COMMON L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE (2.0°xo.113'7 1.5 24/0 5/6 16 6 12 140 115 110 LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. 8d COMMON 16 6 12 1-10 140 155 TABLE: R402.1.2 - 2015 INTERNATIONAL ENERGY GONSERVATIOiN CODE FOR SANDWICH PANELS USED IN ROOFS OR WALL5 OF (2.5"X0.131") 24 b 12 140 115 110 5UNROOM ADDITIONS OR PA O I.15 24/Ib 7/Ib PATIO COVERS, THE TOTAL LOAD FOR 51, 1 Inch - 25.4 mm, I MILE PER HOUR = 0.441 m/s INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. d. DEFLECTION FOR EXTERIOR WALL5 WITH INTERIOR GYPSUM K a. PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" n ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. MAXIMUM MINIMUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE iL Q b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. GLAZED DEFLECTION OF H/180. p[ LATERAL BRACING REQUIREMENT5 SHALL BE IN ACCORDANCE WITH SECTION R602.10. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION GEILIN6 WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE a e. REFER TO SECTION R7o3.b.2. Q .HOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED A5 AN ALTERNATE TO PANELS WITH A 24/O SPAN RATING. PLYWOOD SIDING RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/I6 SPAN RATING. U-FACTOR b U-FACTO SHOD be R VALUE R-VALUE R-VALUE I R-VALUE R-VALUE ` $ DEPTH d WALL R-VALUE e WALL-16 AND PLYWOOD SIDING 16 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16"ON CENTER. - - - - 4 EXCEPT .20 OR " 10 GONT. OR 10 CONT. OR W lX 0.55 0.55 0.40 4cf 8/13 la 10 / 2FT. I- W 'MARINE 15 + 5 h 15 CAVITY 15 CAVITY cV m 5 AND 20 OR 15 CONT. OR 15 CONT. OR MARINE 4 0.52 0.55 NR 4cl 15 + 5 h 15/17 50 g 11 GAV 1 TY 10 / 2FT. I a GAV I TY ;� N 2 \�I AS MAX. AS MAX. Q z • PROP05ED AS MAX. -V.I.F. -V.I.F. -V.I.F. A5 MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. # Z m � Q REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES O QLa