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HomeMy WebLinkAbout47284-Z �O,Oc�UFFOi Town of Southold 2/18/2024 a P.O.Box 1179 0 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44995 Date: 2/18/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 580 Private Rd 421, Southold SCTM#: '473889 Sec/Block/Lot: 78.-9-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/18/2021 pursuant to which Building Permit No. 47284 dated 12/29/2021 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: addition and alterations to existing single family dwelling as applied for. The certificate is issued to Mirando,John A&Karen A of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1554 12/14/2023 ELECTRICAL CERTIFICATE NO. 47284 1/24/2024 PLUMBERS CERTIFICATION DATED 8/2/2023 is a Ridolfi Au o 'ze S'gnature o�offot,r TOWN OF SOUTHOLD y BUILDING DEPARTMENT H z. TOWN CLERK'S OFFICE o . SOUTHOLD, NY y 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 #: 47284 Date: 12/29/2021 Permission is hereby granted to: Mirando, John 3000 Stevens St Unit 27 Oceanside, NY 11572 To: Construct additions and alterations to existing single family dwelling as applied for and per SCHD approval. At premises located at: 580 Private Rd #21, Southold SCTM #473889 Sec/Block/Lot# 78.-9-38 Pursuant to application dated 10/18/2021 and approved by the Building Inspector. To expire on 6/30/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $573.20 CO-ADDITION TO DWELLING $50.00 Total: $623.20 Building Inspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 O sean.devlinCa�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Mirando Address: _ 580 Private Rd #21 city:Southold st: NY zip: 11971 Building Permit#: 47284 Section: 78 Block: 9 Lot: 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MC Electric License No: 4391 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 29 Ceiling Fixtures 2 Bath Exhaust Fan 5 Service 3 ph Hot Water 30A GFCI Recpt g Wall Fixtures 6 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 27 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan 5 Combo Smoke/CO 5 Transfer Switch UC Lights 20' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect 200A Switches 3g 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Mini Fridge, Oven, Hood / Micro, DW, W/D, 200A Panel 40 Circuit/40 Used Notes: Two Story House on Slab Inspector Signature: Date: January 24, 2024 S.Devlin-Cert Electrical Compliance Form ,ttfjj�Of SOLI Town Hail Annex 54375 Main Road ! Telephone(631)765-I802 P.O.Box 1179 G Fax(631)765-9502 Southold,IW 11971-0959 olycoUPJTI �, D (�JJ BUILDING DEPARTMENT ® u TOWN OF SOUTHOLD AUG 19 2023 Bullding DepaKM9nt C E R T I F I C A T I O N Town of Southold Date: Building Permit No. Owner: J� l0 /tf (Please print) Plumber: Az 1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P �bers Signature) Sworn to before me this day of 20 z3 Notary Public, 5�� "�� County Michael Margulies Notary Public,Stale of New York No,01 MA6383509 Qualified in Suffolk County Commission Expires Nov.19.2%� w l OE SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECT ON FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE�ARKS: T .Go Pl DATE Z v INSPECTOR ho�aOF SODIyO� !� y �� # # TOWN OF SOUTHOLD BUILDING DEPT. 2 Coum, 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: a ScollceWct 1,/ rohe� , 'Ael-e AAA& / �- 114-6 v �i DATE INSPECTOR SObIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIR SISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: N o O`. Ir k DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. ca 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ],BMGH PLBG. [ ] FOUNDATION 2ND [ I ULATION/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: (92 r d DATE Y INSPECTOR OF 30UTyO� " t 1 2�v SEC �f E � # TOWN OF SOUTHOLD BUILDING DEPT. cou 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: o� a A- -,A Af aw-.f DATE �i INSPECTOR pF 50UlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR d���� FOUNDATIO D WAM TUM • AKIN. o: e Ely l r DIVA � e INSULATION. -ER—N GYC • t. MEN ME Ell ME IMEMA �� D D • 9 9 ��alJ'1 �. o�oSUFeock�oG" TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtoMnny.gov Date Received APPLICATION FOR BUILDING PERMIT l For Office Use Only D Building Inspector: OCT I 2�2 1 PERMIT NO. 470?S BUILDING DtPT. .Applications and forms must be,filled:'out in their entirety. Incomplete. TOWN OFSOUTHOLD applications,will nct:be accepted:-.,Where the Applicant is,not the.owner,an: OWnet•s Auth6rizati'on;form-(Page 2),shall be completed: Date: 1012 OWNER(S).OF PROPERTY: Name: SCTM# 1000- 2 Project Address:^ Phone#: 5�(0— 32?--11� Email�.� Y mmm^�M F Mailing Address: . 1�( CONTACT PERSON:..` Name. v � . . __ ... .. Mailing Address: 12®C� Phone#: .`p_......_... -._.....-.v.._.:.......... ... .Emar.. .OD�[r.. DESIGN.PROFESSIONAL INFORMATION: _Na_.__.. odd_C��..C�Y�. -e., . ._.._...._.....,._Y.._._,.,._.....,.... -- ._...._.. Mailing Address r• Phone#Jp12-)i� Emaies©� R CONTRACTOR.INFORMATION: .-`: ; Name: Mailing Address: Phone#: Email: DESCRIPTION.OF PROPOSED`CONSTRUCTION ❑New Structure EVddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of P ect: ❑Other $ d� Will the lot be re-graded? Dyes o,, Will excess fill be removed from premises? ❑Yes"QClo r.. . 1 PROPERT.Y:•INFQRMi4'f IO Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YeskVo IF YES, PROVIDE A COPY. _heck.BOX Aft' 'Reading: The owner/contractor/design professional is responsible-for alltdrainage 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 p ursuant to the Building Zone, %Oedinance of the,Touin of Southold,Suffolk;aounty,New.Yorkand other applicable Laws,Ordinances onRegulations,fonthe;construction ofibuildings, additions',alterationsor for;rerrioval or demolition as herein described:The applicant agrees to comply,with all applicable laws,.ordinances;:building-code; :Rousing:code and�regulation"s and:to.adinit authorized�inspectors on premises aiSd.in building(s):for:necessa'ry in'spectionsrFaise'statetnents niade:hereinare are, . punishable as a Class;A misdemeanor"pursuant to Section 210.45of tf d New`York state Penal Law: Application Submitted By(print name): -� /Authorized Agent �wner 'Signature of Applicant: Date: STATE OF NEWYORK) 1 COUNTY OF SLl . `L ) J Can, A . ri cr being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the UJ ls)E L�5 (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file`therewith. Sworn before me this S4" d flEM) UADRO , 20� Notary Public-S of New York Notary Public No.01L06185263 Qualified in Suffolk County My Commission Expires 04114120 Lj PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, J residing at O� l i �v Z do hereby authorize 1 O -+`e- to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature PAM�eO, LOSQUADRO Notary Public-State of New York ���f�,,t� A„�,-� t•�.h No.01 L06185263 Print Owner's Name Qualified in Suffolk County 2 My Commission Expires 04/14/20 . 2 A n BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11,971-0959 VTelephone (631) 765-1802 - FAX (631) 765-9502 1 ' rogerr(cD.southoldtownny.gov - sea nd(@_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -7-Z Z� Company Name: �,P. rI L Electrician's Name: License No.: q3 q/ - 144 Elec:email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: Z 3 S dt)er � �/� //77Z JOB SITE INFORMATION (All Information Required) Name: o�� /-�ir�✓1� Address: Cross Street: tj6 4k e Phone No.: 5.14 _ 3ZZ - L-175-7 Bldg.Permit#: y-7 Z 6 L/ email: Tax Map District: 1000 Section: -7 Block: `7 Lot: 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO _[�J Rough In ❑ Final Do you need a Temp Certificate?: ❑ YE.--= NO Issued On Temp Information: (All information required) Service Size Fill Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame r Pole Work done on Service? 0 Y ON Additional Information: PAYMENT DUE WITH APPLICATION 'IV Cb'� �,ti * �� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 4 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York .11,971-0959 __. :y Telephone (631)765-1802 - FAX (631) 765-9502J � {rl rogerr(cDsoutholdtownny.gov — sea nd(d-)southoldtownny_gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:. ? w Z Z Company Name: Electrician's Name: /4� License No.: Lf 3.7 �;4 Elec:email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: Z 3 5 1aUPf i,2 /177Z JOB SITE INFORMATION (All Information Required)' Name: iodn,1 /-( jw)6 Address: J gp L I Cross Street: NG .}.l� 6c. t,1,eLj ek Phone No.: 5./� - 37-Z Bldg.Permit V Lj email: �kpiq,r a.ndu 78G- Jjuo. Tax Map District: 1000 Section: - Block: `7 Lot: 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YE NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service Fire Reconnect[]Flood ReconnectOService ReconnectQUnderground DOverhead # Underground Laterals 1 2 H Frame r Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switchest4o I, Outlets � l I .a GFI's Surface�� Sconces HH'slA4 UCLts G(. Fans Fridge S i HW J Exhaust Oven ( WHO S Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer Hood AC I���x, AH M�i�i' Service Amps Have Used Special: ,. e ���%� i lV • 24 Comments Todd O'Connell Architect, PC TRANSMITTAL 1200 Veterans Highway, Suite 120 Hauppauge, NY 11788 tel: 631 -650-6666 fax: 631 -650-6667 Date10/13/2021 To: Town of Southold — Building Dept Re: Mirando 580 Private Rd 21 Southold We are Sending: Description 1 application 4 sets of construction drawings 1 copy of recent survey Enclosed you will find the above items for review for a building permit submittal. If there is anything additional you may need, please contact our office. Thank you, Pam Losquadro Expeditor nn J-) Afok n4,�Fjjc�v�HtJGF7 p J .- - LEGEND: ' --- PROPERTY-LINE --1 3- — EXISTING CONTOUR i :J,;, 'b^ r >s •::, \ , 1 PROPOSED CONTOUR OUR r - u?' Yf• r�. \ \ \ ST; PROPOSED 'SEPTIC TANK \ \sEE NOTE§8 PROPOSED SANITARY LEACHING POOL PROPOSED SANITARY PIPE. _ v PROPOSED FUTURE EXPANSION -=-:=;l r }, ' _ � 1� rr:�,,'a �• A'TH BA Y I/ RSA✓ p 'c N o —OH— PROPOSED OVERHEAD ELECTRIC SERVICE _a' c Ba View k TEST HOLE LOCATION 564,54' TLYEDAR _A EXISTING PRIVATE WELL Col c .,,.: EXISTING. WATER 'SERVICE %lµ —_— — — ----' BUILDINGS: e 3..._ EXISTING SANITARY ' E — 16 rJ' ' _ EXISTING 3 BEDROOM RESIDENCE ..: -•r T o r y 11'i,` - wiy4^ejp= . SYSTEM TO BE REMOVED � i A%fi ., . Jy,C PROPOSED 4 BEDROOM RESIDENCE •, r'•.r° AS PER SCDHS 4 rW1 �� ---- --- —STANDARDS SITE DATA* - _ ` �.-- � 7+�' �� - I✓£iL i,�R:£„ CRpr lrfr - - ,'.O �4 \ "`""`�'� jJ',I 6 r' c• 1000-078.000-09.00-038.00 SCTM .. - k 50.� SITE AREA: 0.905 ACRE .. PROP.8'0 \� „r,; .m• •: ti, t ;�'.,�,�~ GENERAL NOTES - LOCATI O.N�- MAP 54r,•t IDRYWELL FOR - . CO3 ROOF RUNOFF \ ;...['V,/• -? "" 'f 1. NO IXIST(NG SURFACE WAT"cR WITHIN 100' SCALE:.1"= 1,000't Q OF NEW uoersb \�,, :/v, t'd,\ "`�V 1 _ "`,•V. ,'•.�, .,�p �.UN BELGIUM BLOCK CURB TO '�' 2. NO PUBLIC WA, W=JS ARE W(fNIN 2G0' OF THE PROPOSED SANITARY SYSTEM o � t ADDITION. :, \�,' ��yy / t•„ BE MODIFIED AS N®ED. y Og{/ p_, 3: NO DRAINAGE STRUCTURES WITHIN'10' OF SANITARY SYSTEM "FaN 4. PROPOSEDTOPOGRAPHY YSANITARYOBTAIN SYSTEM IS DESIGNED FOR A TOTAL Of 4 BEDROOMS. TOPOGRAPHY RV iY1NE0 BY LKMA ON 5-28-21 EXISTING SHED To sre "'"• •'�Y: 8. PROPERTY SURVEY PREPARED BY A3c8 ENGINEERING AND LAND SURVEYING, P.C. ON BE RELOCATED —� -/• 1 - MAY 27, 2015 J P xL'<'•��' _' 1 7. EXISrNG,SANITARY SYSTEM THAT IS TO BE REMOVED IS WITHIN 150' FROM A PRIVATE a' oQ- °C %:-r�nrsao rra•-. \. �a WE I `ice o°� f \• �` n�',<'< "" •„�•••'t SDR35 DRY,PiPE,'CAPPED OFF INSIDE OF SEPTIC TANK TO BE INSTALLED AT TIME - ,.s> ,�- i� O„NIS \' / - OF INSPECTION pND 7ERMINATEAT THE LACATION OF THE FUTURE EXPANSION POOL Dale: 5/24/21 <` f• �yr• / f ti ELEVATION DEPTH o ��° `', '� �/�f "I` I Abandonment of the existing sanitary system must be.in 29.46 sltysand SM ,PROPOSED GRAVEL conformance with the Department's requirements. awm AVEMENT Submit completed form WWM-080 as proof . 27.40 ------- 2' ' r ,'tom ,e° /�✓ �� �\\" i\ 1 � \ c r O a �A3 q T✓r '�\ 1 \ 3 L— ——————— T %.JEEAT ACHME1NT( ' 1 \ ✓ 1 I a c4�- 1 Pate brovm5r%sand SP 446+. I . fl, n, Q 1 ,V C ; O a , 12.40 17' Comments: No rencountered (HIGHEST EXPECTED RO NDteWATER 0 EL. 2.72) 3 j TEST . HOLE - PERFORMED BY McDONALD GEOSCIENCE ------------- SUFFOLK TY DEPARTMENT OF HEALTH SER 7/13/21. MF AS PER COMMENTS.FROM.SCDHS DATED 7/2/21 CFD —— —— N 66 86' IT FOR APPROVAL OF CONSTRUCTION FOR A DATE . BY DESCRIPTION APPROV. BY W: — 17391' — REVISIONS s H£ ryFR ? �3if SINGLE FAMILY RESIDENCE ONLY 580 PRIVATE ROAD 21 J£V I GRIA r RU`E SCHA:I£R ' 1✓2E £D D_✓aLOpip - I✓ATER I w£LL we.fupti SOUTHOLD NY, 11971 BFRn PROPOSED RENOVATIONS @ 580 PRIVATE ROAD 21 DATE 12/22/2021 H.S. R- No R-21-1554 APPROVED PROPOSED SANITARY PLAN FOR OYfAXIMUM OF 4 BEDROOMS aFN wy\ W, , Dfa°�� L. K. McLEAN ASSOCIATES, P.C. Y c EXPIRES THREE YEARS ROM DATE OF APPRO CONSULTING ENGINEERS �37 SoUnN Cgs BROOKHAYLN,NE!1 YM 1t719 Sheet Na.._ SITE PLAN "un uw ar n¢sUrt a aw.ow wa�ero Designed By: MF�CFD Scale: AS NOTED n SCALE: 1"=40' rMic`oRxmi vi v u r ' r o a ,�a w Kawrcwe� MF DGte: JUNE 2021 S 1 a xG �^. wortss�w.Oaosac wai ux ga.oac ws - 56985 Drawn By. -Feet xs�ra rw.me+r a ra rnxaw m+,¢ . °""°" "° u° m"' SUFFOLK._ T.'OF HEALTH SERVICESgFta�1� Aav�aYed,ey RGD F.I.Na. 21074.000 SEEATTACHMENT(S) aka - G SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES N W-Z2Tk BAY VIE M 564.54' �Z7.r€DAR LANE. ``' iig;� J llPN•-, \ N 5: � `�� ,ray° �^' �� •: �� ,,,< \ "� r o - - �' ✓ "" ti } C VI C. A ,`- 4a LEGEND: - \ I /- iEVFLFvi�F'i PROPERTY LIN PROPO5D SEPTIC TANK =----- PROPOSED SAN TARP LEAC isNG,.POOL . - —"--- � =S— PROPOSED SAN:-IARY PIPE PROPOSED,'FUTURE EXPANSIO3? 7/t�:2s !a AS PER COMMENTS FROM SCDHS DATED 7/2/21 cFD u^ --e�- PROPOSED "UNIERHEAD'ELECTRIC SERVICE -DA<E.�. 9Y•�.� DESCRIPTION APPROV. BY' REVISIONS t TEST ,HOLE LGCA7' 1E1 ' 580 PRIVATE ROAD 21 j SOUTHOLD NY 11971 EXIS.ING PRIV.-?E WELL., � EXiSTiNG;WATEP SERVICE I PROPOSED RENOVATIONS @ 580 PRIVATE - -»— I I I { EF i ROAD V Q EXISTING SAN€TAPY STRUCTURE WELL AND SANTIARY SYSTEM «t KK LOCATION MAP ` �,• •,; 9� x ,CONSULTING ENGINEERS SASOUTH USOCIATNTRY RIL. ��TM 1�C. O - .:v��" Sheet No. S:lT.E! PLAN- Designed By: MF/CFD scale:' AS NOTED - "SCALE: 1"=60' w wsau rmu urt�a emw>.c orc�cs;.nnc proPoa nz l.^cut°wmvc s�¢nu+rss.avus� vwxn n¢cazm,ar xas¢+=ad'=sv ray. ' G a'„ 3;,. p� - - 'awra+x, '.su+nu.uro�+A�,—. --•�\•j Drowa ey: MF Date: DUNE 2021 S 1 A' > +e:swan w�T:ax m+ FEsS10N Feet C°3fS.CY.➢@ RLL R!e.:W M/d1at+'••W^'d 9E • - °rt""''a�"/�"M E°''"' „ Ammrov d Bv: RGD FIG Na 21074.DOD .. STOPPER OR END•PLUG " ... ..........._.,tb'..x15""QUAZITE .. ....... .,-.. ... .... F.F.=30.6' ENCLOSURE WITH COVER HEAVY DUTY& ' IN LANDSCAPE AREA LOCKING.CAST • ` ,� IRON COVER'TD HEAVY DUN&LOCKING-CAST IRON COVER TO GRADE GB9DF.._ ._,.. _...__..�..._.____......,._.._.,".................. ..............._._ _.............. GRADE ELEV,-29,6' + •, ., `' . CONCRETE TOP 2' MAX. 2;5 I MAX _ SLAB " • - 1 OI MAX: 2'-6 MAX. REI RCED CONCRIET&SLAB 0"MIN. 20"MSN. THICK i _ MIN. .,.._. .. . .... .. . .. _ .. _ " . I ,�. is .......................... BAFFLE WALL 4"SDR"35 0' SDR 35 6• _............_........ .—_.......,_..-. {._jb'-PEiir=&1 -........................_.. ......._.__ INV.STARE"0' 4,D• �_- . —. INV, START:26.59 .... _`. . INV.-END:27.09 _ (EFF. DEPTH) , - INV. END:26.50" .' ° .... . ..._ CAST IRON"PIPE-SHAU_EXTEND ..._..._ - 6"SDR 35...�, - .-:. ._ .. ... .....,. .. _ .. THROUGH FOUNDATION AND PVC DROP CONNECT TO•EXISTING WASTE LINE TEE ' PROPOSED FOUNDATION 4' MIN: s : 1,250 GALLON SEPTIC TANK I _..........-3:0'" . .. � (MIN.) COLLAR •� .(MIN,): _ COLLAR I .v 15 I , MIN.; .I T m .. ... ... ... .... ..__ ... ..I .. ,_.- ..... __ .. ..,.... OEFA ION...;..._.. I -......._... NT. � - STRK t ATTACH"MENT (r-t) SAND&°F ___ _ GRAVEL......._:._._- . '3 MIN.ABOVE,HIGHEST - EXPECTED G OUNDWAIER .._.. .. ...,..._......_ ........ W BACKFlLC-'". Lg - .MATERIAL - / - .CLEAN " _ - SAND"-AND- . 70 ._ - _._..r._—.__. _ GRAVEL 0+00 — _ 0+34 0+25 TYPICAL LEACHING POOL _^_—_--- . HIGHEST EXPECTED WATER'ELEV.-2.72' ----- : ------------------------=--------------------------------------------------------- ------ SANITARY SYSTEM PROFILE STOPPER OR END PLUG 1 FlNISHW 70'•-15'OUALTE, 10-14=21 MF AS PER COMMENTS FROM SCDHS DATED 10-13-27 CFD ENCLOSURE WITH COVER 'c GRADE--._ DATE._. ::- BY,,.. - DESCRIPTION APPROV:•B'F., ' 'r REVISIONS Lr-2.-0.r � 580 .PRIVATE ROAD 21. c °-T ;^m_ Y. HAT3513 SPECIFICATIONS CONFORMS TD AsrN A4e cuss 09 OR PROPOSEDSRENOVATIONS ® 580 PRIVATE ass BPEGIrrONFOR 2. LOAD RATING;FOR AlSHTO&HS 20-44 HIGHWAY UaADwC SEE 3. FRAME AND COVER AS MANUFACTURED"BY LONG ISLAND `L7 PROFILES 4'Dw.SDR 35 PVC PIPE PRECAST OR APPROVED EQUAL ROAD Z� II SECTION 0 LL i NLESS 4 DIA 3o ELBOW STEEL ! PLAN Ile '&X WASHER �p�L'OF FWy SANITARY DETAILS 4x4 x4'Tw WYE BRANCN 3/S o-NG GASKET W *�tpy�eND �7°s��� L. K. MCLE01 AN ASSOCIATES, P.C. CONSULTING ENGINEERS 4A SOUTH COUNTRY 110,BROOKHAVEN•NEW YORK 11719 FLA i D:A. 4 DIAFLOWX: sDR-35 sDR-35 24"� WATER TIGHT HEAVY DUTY FRAME COVER n` °"°"°�"`° "�"""` ''""' Nn n nm ncw,Knx c wmmc w Ya uvxs D�Tyn°d By: MF/CFD S°°I0: AS NOTED�StlAxrM Amolwxrne vsYuma un�YY STYPICAL CLEANOUT DETAILDr°wney MF D°t°: JUNE 2021 .^_ N.T.S. ___. __....--__._.. ... �'? AODr°v°d Bv: Rai() I Flin Nn. 27 074.001) 1 \nwaf®n-n.ui W w Mva,ro'�lu��®miM bw amwa��woudu41�a a°To a�.mntl /� 400 Oatrmtler Ave,veHNerhaod,New York 11901 631.T1T0144 / _` admineyouge0gvroarlrgaam ORTH B'q Yvtsw Dmie A,lYeaver,Land Surveyor w SITE DATA / AREA=39,420 SQ FT. -SANITARY,MEASUREMENTS - -.r A B / oA L / SUFFOLKCOUNTYOEFARTMFNTE HEALTHSERVICES ^ro-/ / ! APPROVAL OF CONSTRUCTS'WORKS FOR ST 23' 13' / > / ASINGLE FAMILY RES CN CE LP 145' 265' o j / / CAPPED 26' 225' Gate AEC 14 7573 H.S.Ref. PIPE . AQ1ijp / Y� 2~ Thesex2;c d's cv.l and xz;erwe; F,.c n sr.L tbiz la�l'oa hiYe 62cr: d ti0 INS ' 0,Parta nt Oro;b"age-da aId f m tobE nCs!uloy FOR AMAKIMUI!OF_+UEO.00MS. (lv(vJ tu4 t`t\,v'nIJ � o c'' d T--"'f' / ho`<' J 3 p �j Y��-,• CRAIG KNEPPFR,P.E.CHIEF OFFICE Or W45TE NIAN GCMFNT JAN 1 6 2024 '\ ,<«.� 6 0 nq, r��r / — - ' SIfE'FOT TO COYENANTS3RES'flICi ON T Q S L1'°EE Lar°u E 3 / / q� A- �©Wai Z3i eiGLSiI'i(3aG� o � / / \ gee yx SURVEYOR'S CERTI CATION WEHEREBYCERTIFVTO JOHN A.IA RAN 1gfRN 9 \ _ WASPREPARm 1N ACUORDANCE WrTH THE CODE SURVEYS ADOPTED BY TIE NEW YORK STATE AOF„ PROFESSIONAL LAND SURVEYORS. C" { G ,✓� HOWARD W.YOUNG.N. L.S.NO. 93 e /4:0 DANIEL A WEAVER,RYS.LS.NO.507Y7. ,'RND-SUP SURVEY FO yti �D JOHN A. MI ANDO y ;r' Q� / F at Southold,Town o Southold / li� Suffolk County,N w York a \ A / / a gP CERTIFIED 5 VEY B. / o� LEGEND C—"TarMap 1000 — 8 ®zK 09 Los 38 / BRA =BEL GIAN BLOCK APRON BLOCK CURB �D SURVED CO�� ca, SEPT.06.2023 BBC _ CASTBELGIA IRON ON COVER CLF =DIAINLINKFENCE Record of Revisions CUP =CONCRETE MOtdIMELJTFOW.D REVISIDN DATE / J LTAS =[ONOLETE MONUMENiSET CP =CONCRETE PAVEMENT DI =bRADMOE INLET e 'UCe / �, a EOP =EDGE OF PAVEMENT F / UP =7RON PIPE FOUND ALF 60ey�'ly /4' o c =METAL FENCE OL =ON PROPERTY LII4E RO =ROOF OVER WDF =WOOD FENCE WSF =WOOD STAKEFOLAVf1 30 0 Is 30 60 90 wu =WOOD STAKE SET J / ® =wE3I. Scale:1°_10' END OF DIREL7ION/DISTANCE JOB NO.2023 cm / `\ DWG.2023_058_cs IOFI ���^ _ '`-_\ �•AC>D Os4o+dr Averue,IRiyertnnG,N..York R9ol r /// Q-' \ N \ tel.631.T�'T,Z9p3 fax.e91.7370I44 Q 7 oss j J ' OAS D E Rope»bnol ragNeer / / \^ S Dave A Waevar,L.a+G svrv�yer _ SITE DATA _ '� AREA-39.4205Q FT. iOS: rrR 1j SA NIT.- MI EASUREMENTS A 5T 23 13 SUFFOLH COUNTY DEPART."RENT HEALTH SLRVICES� ' LP 145' 26S' / APPROVAL OF CONSTP.UCTE i EVORAS FOR PIPPED �� y� / / ' A SINGLE FANIILYRES DENCE PIPE a� / OpFC 4.20 H.S.Ref. .R-]•I-I�ri FL v� �Ri 2. Tile sewzge dlsP�land water sLlo1atfiH Sat th(s b_a[Wn hour 5trn (mperied and/u cerD--I ttis Depar,, Pt or otter 31%Niz And found tR 6e saasf2dOry FOR A MAXttAUr OF `''.4 �0 i � / Q4r / 9EDROGIPS. \-^\ yeah' ro err T 3� a� cc�, `� r�'• ti / i CRAIG HNEPnER,P.E.CHIEF Orricr Or WASTE MAW GENIENT av S O mi'p p `'ux° mr / amh �' u 'p011 nOveulilL1ii 55 RESTRICT ONS LIBER y PAGEL T iry�� d � an. I➢ � / / , SURVEYOR'S CERTI CA \ \`•^t^" / / 'WE NEREBY,CER72Fy TO JOHN A.MI ND WAS PREPARED IIJ ACCORDANCE WI"'91 E. PRO1E55ION,V,LAND SVR fffWYORIC57ATEA `'Y O 3 $ VEYORS. OF, � A�,p <Ty, ra \i e u / // 4••v NS.�I(�{� ' C`I 4. A?O t adl� C07' v« m�ry ® Oe DAMfl.A WEAVER,NYS.LS N0.5O771 YAIJD-50 � o-a / u / SURVEY FO !� / c ha yak /ice. ti / A? JOHN A. MI ANbO All at Southold,Town o Southold Ar Suffolk County, w York CERTIFIED 5 RVEY LEGEND ^ , C—tV T AI•ap on.o-,;se 1000 serum 8 em 09 to 38 E 6�6• / '� / BBC =RBbIAmftcCKCIIRit A1MA AR o� � 58r.05,2023 ac I•CAS7IRON CaM SEPT 06,2023 CUPCMF = Record of Rev!ions REVISION C/LS =CONaIETEMOMWBJTSET DATE e eF OOw / / � OI '•.DRAINAASE MET fl�l / S EW 'EDGEOFPAVEMENT MUF 2 METAL FENCE CL =ON FR0PERTVL1NE r ^^\� A tS RD =ROOF OVER JJCr •WOOD FENCE WSS =WOOD STATE FOIAID 3p / / \ ® =WOOD STAKE SE 60 U 15 30 yp wELL =ENDOFDIRECr1ONm1STANCE Scale:IP 01 DW6.2023_0158_a I OFI I RUAD �I I T — ' ---� 64', -j I- 'D � DAR L-.ANE O i64'• � d- q G Q 25.0'-- 25.0'- - YARD S 1:360 26' 20" E — 1 68.87' YARD d 3.-M I NO FENCE j YARD co YARD �\U. :.—.-.9 ..._ `f- GRAVEL DRIVEWAY @r, S GOO''.'. .'.'.'. .' LAWN to LAWN W Q CV YARD ` \U�4 @ O� g O 3 N r p w " < �o9°G Q i ❑ I LL �{ ti�A 1 O o \ [C [r v / I-AWN pNt a Q I (\lco N Q I cl WOODED AREA O WOODED AREA _l WOODED AREA Lu �r o ICc I wooDd�i3kREA C—j Z N NO FENCE 5 t1 =° N 860 26' 26" W - 173.91 ' vo m o 25.0'' - 25.0--- n n n 1— WOODED AREA Q - A 8t B DATE: MAY 27th, 2015 ENGINEERING AND LAND SURVEYING, P.C. 150-18 HILLSIDE AVENUE JAMAICA, N.Y. 11432 THIS SURVEY IS INTENDED TO BE USED FOR TITLE PURPOSES ONLY AND TELEPHONE(718) 657-8444 IS SUBJECT TO WHATEVER A MORE COMPLETE TITLE SEARCH MAY REVEAL. FAX(718) 657-8555 IT IS NOT TO SCALE AND USING IT TO LOCATE NEW CONISTRUCTION MAY SURVEY N o. 214R �� RESULT IN PROBLEMS FOR WHICH THIS SURVEYOR WILL NOT BE LIABLE. TOWN OF SOUTHOLD COUNTY OF SUFFOLK ' TITLE No. CERTIFIED TO: STATE OF NEW YORK 2A-4577-15 ZENITH ABSTRACT, LLC DISTRICT 1000 JOHN A MIRANDO AND KAREN A. MIRANDO SECTION 078.00 DAVID D.ARABI,P.E. 4 NEW YORK LICENSE 06735-1 STEWART TITLE INSURANCE COMPANY BLOCK 09.00 PAUL BARYLSKI,L.S. � QUICKEN LOANS INC. �. LOT 038.00 NEW YORK LICENSE 050782 tl � Generated by REScheck-Web Software Compliance Certificate Project Mirando Residence Energy Code: '2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 580 Private Rd Todd O'Connell Southold, New York 11971 Todd O'Connell Architects P.C. 1200 Veterans Hwy, Ste 120 Hauppauge, New York 11788 631-650-6666 todd@tocarchitects.com Compliance: 7.4%Better Than Code Maximum UA: 136 Your UA: 126 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavit Cont. Prop. Req. Prop. Recl.., Assembly or I -y Ceiling: Flat Ceiling or Scissor Truss 394 30.0 0.0 0.035 0.026 14 10 Wall:Wood Frame, 16"o.c. 956 15.0 5.0 0.053 0.060 43 49 Window: Wood Frame 147 0.270 0.320 40 47 SHGC: 0.27 Floor: Slab-On-Grade(Unheated) 56 10.0 0.510 0.540 29 30 Insulation depth: 3.0' 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 be ned to meet the 2018 IECC requirements in REScheck Version REScheck-Web and to comply with the mandatory requir C e REScheck Inspection Checklist. lalln Name-Title Signaturf 4,0 Date g 9T 02793ra, QF N Project Title: Mirando Residence Report date: 09/07/21 Data filename: Page 1 of 9 Y Y } 1 QIREScheck Software Version o Mcheck=Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sectioro: r l?lan`s Verified.: Field_-Verified ' "`r' ` -` " #" Pre'=Onspection/6'lari Review Complies? .Corments/�Assumpt ions,.; 6 ,RegoOD Value Value 103.1 !construction drawings and ;: ❑Complies 103.2 (documentation demonstrate ❑Does Not [PR111 j energy code compliance for the (; .,. 1 ❑Not Observable I I building envelope.Thermal I. l 1 envelope represented on 1❑Not Applicable !construction documents. {' ' 103.1, Construction drawings and ,; -,. w. E❑Complies 103.2, !documentation demonstrate f, ❑Does Not ; 403.7 I energy code compliance for [PR311 I lighting and mechanical systems. ; . #❑Not Observable , 1Systems serving multiple j `' - V -" 'I ❑Not Applicable dwelling units must demonstrate ? I ,compliance with the IECC Commercial Provisions. ; 3'02 1';',:` .lHeating and cooling equipment is: Heating: y Heating: ;❑Complies I -:,sized per ACCA Manual S based Btu/hr I Btu/hr (❑Does Not ;on loads calculated per ACCA I Cooling: I Cooling: I❑Not Observable ��}':•'' '_•-<<;Manual J or other methods Btulhr ; Btu/hr ; I approved by the code official. ,❑Not Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Mirando Residence Report date: 09/07/21 Data filename: Page 2 of 9 Section E?lans'Verified`. !, .FieOd`Verifieci'' #;' Fourialation,Ynspeetion . • Co.rimpiies2_ .''Coiintnents/AssUhi6'ti®ns &.RegalD. VaB a Valais; - . 402.1.2 Slab edge insulation R-value. R- 1 R- LIComplies ;See the Envelope Assemblies [FO111 ❑ Unheated ;❑ Unheated UlDoes Not )table for values. i s� j ;❑ Heated ❑ Heated ;❑Not Observable { ;❑Not Applicable i 402.1.2 jSlab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [F03]1 I depth/length. ElDoes Not I table for values. 3' ;❑Not Observable ❑Not Applicable 303'.2t1. . jA protective covering is installed y ❑Complies [FQll'j?.° to protect exposed exterior I ❑Does Not insulation and extends a Not Observable jminimum of 6 in. below grade. i ' ❑ :"•::_.: -.1 I_.__ _ ` _ Not Applicable ; {Snow-and ice-melting system ❑Complies [FO12]2 controls installed. i I❑Does Not x `. j❑Not Observable 1 I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2.. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mirando Residence Report date: 09/07/21 Data filename: Page 3 of 9 1 7 1 Sectpoii i?ians Verified: ; EielolV,ergfied , . #- Fra?m'ng;/;�Rpugh4n llhs�ecti'6 i arornplies.. CoinFvients/Assurrip'kiogis • Villue 402.1.1, j Glazing U-factor(area-weighted ,' U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, iaverage). 1 UDoes Not ?table for values. 402.3.3, 402.5 ?❑Not Observable [FR2]1 f ;❑Not Applicable ; 303.1.3 f U-factors of fenestration products '.;,m,+ ;s, ❑Complies [FR4] are determined in accordance I , k.,Y v 5t;,•..t:.: - ^:!V�;❑[Does Not ; tiwith the NFRC test procedure or ?❑Not Observable ; taken from the default table. I' [ ;JE]Not Applicable ; 402.4.1.1 (Air barrier and thermal barrier ❑Complies [FR23]1 I installed per manufacturer'st> ❑Does Not instructions. I., +. . ? ❑Not Observable I ❑Not Applicable 402.4.3 jFenestration that is not site built ( " ❑Complies [FR20]1 is listed and labeled as meeting ..:., i❑Does Not 1 IAAMA/WDMA/CSA 101/I.S.2/A440 p }❑Not Observable ; or has infiltration rates per NFRC 400 that do not exceed code Fr:'' i' .❑Not Applicable ; limits. _ 4C2:4.�. ,,;IC-rated recessed lighting fixtures `-A - 3`Yv' " --::;❑Complies •[FR16]2 • sealed at housing/interior finish ;`•: ;s❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. k,•- j❑Nat Observable ;i❑Not Applicable ; 403.3.1 ?Supply and return ducts in attics �` :_;;;^: ,❑Complies { [FR12]1 !insulated >= R-8 where duct is 4 , `,' '` " ❑Does Not ?>= 3 inches in diameter and >_ ` ``) ;R-6 where < 3 inches.Supply and I =,:° - .'❑Not Observable ; j,;' +❑Not Applicable I return ducts in other portions of +::• � � pP ; the building insulated >= R-6 for !diameter>=3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 j Ducts,air handlers and filter `,,`~.. ;❑Complies [FR13]1 iboxes are sealed with { =Y❑Does Not Iloints/seams compliant with International Mechanical Code or i%'. .a r ` j❑Not Observable i 14E]Not Applicable ;International Residential Code, as P, PP applicable. 403.3.5 !Building cavities are not used as µ;Y ,` ❑Complies [FR15]3 ducts or plenums. "DDoes Not F-ter: •.r' ::• • 1., 'i , I # _ i❑Not Observable ';❑Not Applicable '4014 ;HVAC piping conveying fluids R- R- _ ;❑Complies [FR17]? 4 above 105°F or chilled fluids ;❑Does Not :•• E below 55 °F are insulated to>_R- (3. ❑Not Observable ; i ;❑Not Applicable 403.4.1 )Protection of insulation on HVAC }; °'r- `'y :`❑Complies [FR24]1 piping. i+' _ ' - ;j❑Does Not JE]Not Observable ; ❑Not Applicable 403:5.:3': !Hot water pipes are insulated to R- �; R- - ;❑Complies ER18 >_R-3. I [. . l I ,❑Does Not 4 1 ; ;❑Not Observable ; E ;❑Not Applicable 401.6 (Automatic or gravity dampers are u? ,`f ! = ;' ','❑Complies ' : installed on all outdoor air ' ❑ ; ?intakes and exhausts. ' ` ; Does Not r1 _.E]Not Observable _,)❑Not Applicable , 1 High Impact (Tier 1) 2<' Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mirando Residence Report date: 09/07/21 Data filename: Page 4 of 9 • t Y 1 Section Plans Verified Field Verified _ Bnsulation Bnspection &M, Aes? :6,rnM'Onts/Assumptions & Aeci.E® Valve . Vilue Y63.1_ :;:' IAll installed insulation is labeled ❑Complies ,[IN z Iorthe installed R-values F` - ❑Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, !Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.E wall insulation on the wall i❑ Mass 1❑ Mass i❑Not Observable [IN3]1 I exterior, the exterior insulation ; , s f requirement applies(FR10). ;❑ Steel i❑ Steel ;❑Not Applicable i 303.2 Mall insulation is installed per F ❑Complies [IN4]1 manufacturer's instructions. t' ❑Does Not i 'E]Not Observable ; ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ?2'<,` Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Mirando Residence Report date: 09/07/21 Data filename: Page 6 of 9 � V :- Plaros lferi ied 10 Fieic7 V6r fled Finai;linso,do"n �eov�sior�s r �Ialeae.:.:"`. Coen wi ?t.�, raiptions• 402.1.1, {Ceiling insulation R-value.........:....,...', _:, .�......., ,. ...:_.R- ' :: :.. :_.,. ....s...-....._.,.<...: .:. ...,::._..:,-.,_:. �...:.,.,.._,..:�•... :_..�_.:. ... :, _.. R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood -]Does Not table for values. 402.2.2, i❑ Steel ❑ Steel 402.2.E ❑Not Observable , [FI1]l ;❑Not Applicable 303.1.1.1„Ceiling insulation installed per i;, ' ❑Complies 303.2 !manufacturer's instructions. ❑ Does Not [FI2]1Blown insulation marked every 300 ft2. ;3 _ ;J❑Not Observable ; JUNot Applicable ; 402 2 3',•„Vented attics with air permeable JElComplies insulation include baffle adjacent i ❑Does Not -to soffit and eave vents,that i ;extends over insulation. ;❑Not Observable ; ,l �❑Not Applicable 402.2.4 !Attic access hatch and door R-~ ;vR- ^� _ ;❑Complies ; [FI3]1 insulation >_R-value of the I ! E❑Does Not adjacent assembly. ! ;❑Not Observable ; ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies [F[17]1 lach in Climate Zones 1-2, and ! ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 !Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [FI27]1 !determine air leakage with ft2 j ft2 ;❑Does Not !,either: Rough-in test:Total i leakage measured with a 1 1❑Not Observable pressure differential of 0.1 inch ! ; ;❑Not Applicable ; Iw.g. across the system including ;the manufacturer's air handler ! ; l enclosure if installed at time of ! ! ! test. Postconstruction test:Total {leakage measured with a !pressure differential of 0.1 inch i w.g, across the entire system (including the manufacturer's air i ; ; I handler enclosure, j ! 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not 6<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ; tests,verification may need to ! ; ;❑Not Applicable ; !occur during Framing Inspection. 403.3.2.1 !Air handler leakage designated ;" .': `]: :;❑Complies ; [FI24]1 I by manufacturer at<=2%of ❑Does Not I design air flow. I_F i i❑Not Observable ; ..;y❑Not Applicable ; ;403`:1 "'--"'Programmable thermostats ;i _ Y ~, �❑Complies ; [Fl9]?!',� •>;a installed for control of primary _. ;❑Does Not heating and cooling systems and 1.: .., initially set by manufacturer to ;: . : , ,. ryL... ❑Not Observable ix:q l code specifications. l; ..+ ' ❑Not Applicable 40312> 'Heat pump thermostat installed ;f~ T`� ;❑Complies [F11012 {`on heat pumps. - []Does Not ,'- ❑Not Observable l ; ❑Not Applicable 403s5:1_ ;`jCirculating service hot water ' ❑Complies ; !systems have automatic or ❑Does Not ,i!accessible manual controls. ; ` `a4 _ ""]Not Observable ! ;❑Not Applicable 1 High Impact(Tier 1) .2r, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mirando Residence Report date: 09/07/21 Data filename: Page 7 of 9 "aectio¢i. PIE ns Veriffli Pie9c9 Verified E,i71a1�a�s@�e�tgo6t.Provisioc�s Coavepiies2:` cbmiiiera s/A§suenp'to®n§. & R'eq:G® Vallue VaBaae 1.- ;403:61•• "All mechanical ventilation system , m; ' _r`_ ❑Complies [FI25jz` !fans not part of tested and listed I `'`,,= F' " "'° "`j J+:'`+y`1+ ❑Does Not HVAC equipment meet efficacy 7 ❑Not Observable I and air flow limits per Table ,l ]R403.6.1. ' ❑Not Applicable ; z 403i2y !Hot water boilers supplying heat ;>ti :r._:.' � ' =a- ''-,❑Complies [FI26f,k:; _ •Ithrough one-or two-pipe heating '<.=s;c ti} :_ ;;❑Does Not `rIF "�yti.G:,fit: ?'�,t;.'aa;:;ri',l?._�.•::,} systems have outdoor setback ` ;:;rr,;;_' :3=s x1•'%`.;;';.❑Not Observable f ' !control to lower boiler water ❑Not Applicable (i i ?temperature based on outdoor j'- ;temperature. _ 403p5.11'`3 Heated water circulation systems ,' '' . :; ,❑Complies �., [F1281 T'._ have a circulation pump.The � , , ,., r _,,. ❑Does Not ;system return pipe is a dedicated ;',_.=:;a ".!return pipe or a cold water supply) ❑Not Observable ; pipe. Gravity and thermos- `ra`rti❑Not Applicable Esyphon circulation systems are !not present. Controls for i circulating hot waters stem ;pumps start the pump with signal ifor hot water demand within the +occupancy.Controls automatically turn off the pumj` h `.z� :,41..a. :•-err',,. ;when water is in circulation loop 'is at set-point temperature and no demand for hot water exists. 4 :.- ',i; .'z,❑Com lies .03`51?2:1 Electric heat trace systems p FI29 ? `com I with IEEE 515.1 or UL ;: [ l., ! p Y •,.a v "^ 4:<:' 7�'�i;`L.��';;. rs❑Does Not ; 1515. Controls automatically =`i ! ;adjust the energy input to the ! ;t - rt.s`= 4, ; !: ` I❑Not Observable ; {. E ;: ,-a : ..w:-:.' ;❑Not Applicable cheat tracing to maintain the '{ desired water temperature in the {piping. .403 5.2_ I Demand recirculation water _~ t '_ _ ''~'`` + ;;'}' ;,_,,:•r,:.: :' _.,0Complies [FI30]? ':systems have controls that : .: _`< ?"' ;❑Does Not ;manage operation of the pump ❑Not Observable ; and limit the temperature of the ;I+❑Not Applicable ; iwater enteringthe cold water :;..;._•.= i pi ping,to'<= 104°F. of ;.I.'.•"'.`_ y'_`# r a.:, 403.5:4 ;Drain water heat recovery units :`;❑Complies ; [FI31]z ;tested in accordance with CSA `:"!❑Does Not B55.1. Potable water-side ❑Not Observable ' !pressure loss of drain water heat ; ❑Not Applicable ' s recovery units < 3 psi for ?individual units connected to one or two showers. Potable water- (side pressure loss of drain water ;heat recovery units< 2 psi for ;individual units connected to three or more showers. _ 404.1 i 90%or more of permanent • _ , +r;L'` ❑Complies [FI6]1 ?fixtures have high efficacy lamps.). ❑Does Not ;' ''❑Not Observable ; I ! f❑Not Applicable ; ❑Complies 404:1.1 !Fuel gas lighting systems have '='.• }'. ^j :.,, : _' [17123]3 !no continuous pilot light. ❑Does Not ; ❑Not Observable ; ''r ❑Not Applicable ! 401'3 ;Compliance certificate posted. ,' . - ❑Complies [FI,7j?. I ;% :..4.`. :,,^,:.i❑Does Not i " "a' *=; ,❑Not Observable ; ❑Not Applicable ; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Mirando Residence Report date: 09/07/21 Data filename: Page 8 of 9 Sctioaa Plans Verified Field,Verified # FinaB Inspection.Provisions Compiles?,.. ' Corhments/,Asu smptions . 3033; (Manufacturer manuals for j ❑Complies [FI18]3 (mechanical and water heating f 11]Does Not i !systems have been provided. 1 ' FNot Observable Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ;2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) \Residence Report date: 09/07/21 Page 9 of 9 2018 MCC Energy Efficiency Certificate Au o e Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 10.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): D . . a Window 0.27 0.27 Door Heating System: Cooling System: Water Heater• Name: Date: Comments ,?ANCY OR U IS UNLAWFUL ADD O 'C ��T �'j[' TODD O'CONNELL . 3 i HOIJ I CERTIFICATE f.-4AIRCHITECT P.C. APPROVED AS NOTED TO D D O'CO N N E LL, ala DATE:,, ? B.P.# o�� U i OCCUPANCY 1200 Veterans Memorial Highway FEE. �a By: ` Hauppauge,NY 11788 Suite 120 ` NOTIFY BUILDING DEPARTMENT AT `755-1802 8 AM TO 4 PM FOR THE '� P(631) 650-6666F(631) 650-6667 FOLLOWING INSPECTIONS: COMPLY WITH ALL CODES OF 1. FOUNDATION - TWO REQUIRED C(516) 658-0325 FOR POURED CONCRETE f J( 'Jl'' YORK STATE & TOWN CODES / _,.. .-.... , _, ,,.;..� . ...q..., AS REQUIRE AND CONDITIONS OF ♦ ` �yl(-,r�vol ,rrf-rfi1 rtr, � 2. ROUGH - FRAMING 8 PLUMBING 3. INSULATION SOUTHOLD TOWN ZBA / 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. SOUTHOLD TOWN PLAN"I"N,G EOAHD / 50 . F -T . 2 STCR�r ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN TRUSTEES' ` 5 (� 45 REQUIREMENTS OF THE CODES OF NEW 0 \W YORK STATE. NOT RESPONSIBLE FOR N.Y.S.DEC �v• `♦ � � ,y DESIGN OR CONSTRUCTION ERRORS. ` `; N LL /& DON AND MITI � NTERIOfR RETAV STORM IAIATER RUNIOFF PURSUANT TO CHAPTER 236 �/ , ♦ ` �Y ` �% w 5�j TT ,r:. , _. _ _ _. -___- __ ____ OF THE TOM CODE. 19 �/ 123' \. 1P �. PLUMBER CERTIFICATION ® �/ FRAME P `/E- DRIVEWAY ♦ � \ � ON LEAD CONTENT BEFORE / OARACPE � CERTIFICATE OF OCCUPANCY � � � ��, ♦ � rVF — / ` cV SOLDER USED IN ER \� O SUPPLY SYSTEM C.4,,'-";IOT / I STY DECK ♦ ` # 9.8' 32S' ; z EXCEED 2/10 OF 1° '1D. ; ♦ v PRO OSED ' N 2 STORY FR a, 3 S ♦ z / w RESIDENCE ul 60.7. 2 ♦ O - - STORY V / I 5TORIT ADDITION ` ♦ Z w w LLQJ V i/ 6RA L DRIVEWAY ♦, � 6) �s a� ZONINO INFORMATION- BRICK PAVERS 1z0TONN OF SOUTHHOLDUN.0 U tu W POOL 60I wL-I& BLOCK: C1 LOT(S): 38 SECTION: LAWN \3 wBzZONE : RES. R-40 REOUIRED EXISTINC PROPOSED LAWN tu LOT AREA (MIN.) 40,000 S0.FT. 5a.FT. NO OHANCE o � o 0 LOT WIDTH (MIN.) 150 FT. 250 FT. NO OHANC E ♦ , fi' 15 o 9� o'<� D LOT DEPTH (MIN.) 1-75 FT. 118.8-7 FT. NO OHANC E �♦ / �0 d) z D-��o cn z� pa<)mrzo [p FRONT 1'ARD (MIN.) 50 FT. 6-1.8 FT. 5-7.'f FT. \� / °��� iz � QT . Q l Y'm-fi Q SIDE YARD (MIN.) 15 FT. 33.�1 FT. 22.43 FT. � �/ w � E30TH SIDE YARDS (MIN.) 35 FT. 180.C1 4 FT. 16�.67 FT. REAR `I'ARD (M IN.) 50 FT. 54.81 FT. NO CHANCE ♦\ LAWN 5UIL0>1N0 HEIGHT (MAX.) SO FT,/2.5 STR1' 22 FT. 2 SRT'Ir NO CHANCE % 0 0 01 LOT OOVERAC E (MAX.) 20 % 10.6 % 11 .6 % �/ LIVABLE FLOOR AREA 850 SO.FT. I ia50.5 SO.FT. 265cf.5 5a.F7. tu \ z ♦ o v m cv _ `♦ ' n O W W W R/ OCT 1 b 2021 ID `♦ / BUILDING D'ENT. TOWN OF SOUTHOLD Q LEGEND ♦ ' — — — EXIST. CONSTRUCTION TO BE REMOVED Ul 13 HOLD DOWN AS NOTED PLOT PLAN EXIST. CONSTRUCTION TO BE REMAIN- PATCH SCALE: 1" = 20'-0" AND REPAIR TO NEW CONDITION AS REQUIRED 4"x4" POST UNLESS OTHERWISE l l ® NOTED V NEW POURED CONCRETE SMOKE DETECTOR W/ BATTERY 0 — BACK-UP AS PER SECT. R314 2015 IRG — R NEW EXTERIOR WALLS CONSTRUCTION -2" X 4" I— CARBON MONOXIDE DETECTOR WOOD STUDS @ 16" O.G. PROVIDE R-IS HD a yy/ BATTERY BACK-UP MIN 12" A.F.F. AS PER UN-FACED BATT INSULATION AND 1/2" INTERIOR SECT. R514 2015 IRG GYP. 13D. (SEE SPECIFICATION AND NOTES) AND TO THE BEST OF MY KNOWLEDGE, BELIEF AND < OR P YWOOD SHEATHING AIR Z I/2 E. TERI L � POST FROM ABOVE SITTING ON BEAM PROFESSIONAL JUDGEMENT, THESE PLANS INFILTRATION BARRIER AND SIDING AS SHOWN AND/OR SPECIFICATIONS ARE IN COMPLIANCE CLIMATIC, AND 0E00RAf=H1 DE5I5,1 CRITERIA ON ELEVATIONS. PROVIDE I" RIGID INSULATION — BEAM OR GIRDER AS NOTED ON PLAN WITH THE FOLLOWING: BOARD BEHIND SIDING. TABLE R301.20) ® 2020 RESIDENTIAL CODE OF NEW YORK STATE 80 GFM FAN TO EXTERIOR PUBLICATION NOVEMBER 201ci WIND DE510N SUBJECT TO DAMAGE FROM 1� GROUND SPEED TOPOG SPECIAL WAD SEISMIC fo (1 NEW INTERIOR WALLS CONSTRUCTION -2" X 4" 2020 RESIDENTIAL GODS OF NEW PORK STATE show (MPH) RAPHIG wlNv SRN DE516N l� „ n I�EBRI5 CATEGORY MtEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN O DENOTES EGRESS WINDOW LOAD EFFECTS REGION WOOD STUDS 16 O.G. 1/2 INTERIOR GYP. BD. CHAPTERS 12-25 FOR MECHANICAL SYSTEMS k ZONE m p a DEPTH DESIGN BARRIER HAZARDS 4 FREEZING ANNUAL O O 2020 RESIDENTIAL GODS OF NEW PORK STATE TEMP ¢ REauIRED a INDEX I TEMP � 30 130vuIt NO O MILE @ 130E 3 FT TO EMA �I CHAPTERS 24 FOR FUEL & GAS SYSTEMS — FROM SEVERE BFG AVY 15 YES 000 15010 OR 55.4 NEW PLUMBING CHASE WALLS CONSTRUCTED OAST MAP LESS 2020 RESIDENTIAL GODS OF NEW PORK STATE z EXISTING DOORS TO REMAIN CHAPTERS 25-55 FOR PLUMBING SYSTEMS OF 2 X4 WOOD STUDS (2 X6 PLUMBING MANUEL J DESIGN ORITERI,A n � -) Q WALL © 16 O.G WITH i 2 MOISTURE 2020 RESIDENTIAL CODE OF NEW WINTER PORK STATE SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE RESISTANT GYP. BD. OR CEMENT BD. ON WET ROOM SIDE OF STUD- " CHAPTERS 54-42 FOR ELECTRICAL SYSTEMS ELEVATION LA'ITUD HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE ------ ------ Q IX NEW DOOR- SIZE AS NOTED ON PLAN- 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE ------ "--- ILI 4 COORDINATE WITH OWNER STYLE AND AS ADOPTED WITH THE 2018 IECC WIND m _ j COOLING WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY N Z NEW INTERIOR WALLS CONSTRUCTION TO MATCH MANUFACTURER PRIOR TO ORDERING TEMPERATURE VELCCI'Ty VELO:1TY NET BULB (V Q 6) EXISTING ADJACENT GONSTURGTION THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL DIFFERENCE HEALING GOOLIN6 dD Q UA-ALTERNATIVE AND A RE50HECK HAS BEEN SUBMITTED ►t, t.. z " WITH THESE DRAWINGS. ------ ------ ------ ------ ------ ------ # 4 v tT1 7 Ile, r- - - - - - - - - - - - � _.. 9n- .. PROP. WASH MACHINE AND DRYER WITH ALL CONNECTS,ELECTRIC,,ETC. Q 1 -DRYER EXHAUST TO EXTERIOR AS REQUIRED WITH HARD DUCT AS PER EXIST. R C H I t E C T,S MANUFACTURES INSTRUCTIONS d PER 2015 INTERNATIONAL MECHANICAL CODE Q •TODD O'CONNELL CHAPTER 5-5ECTION 504 d q15 AND SECTION 62455 d 6245q AND 2015 ® - R C H ITECT P.C. INTERNATIONAL PROPERTY MAINTAIN CODE 405.5 d 2015 INTERNATIONAL S'-8" �✓'-8° I '-6" . .' ALIGN _ _ _ _ _ _ _ _ _ _ _ _ _ RESIDENTIAL CODE CHAPTER 15 SECTION MI502 4'-2" I'-6" 7'-3" (2)2XIo (2 XIO 01 TODD O'CONNELL, AIA EXIST. 1200 Veterans Memorial Highway - - -1- - - - - - - - - - EXIST. ( Suite 120 I EXIST. BR F: _ _ .� l- - NOTE: PROVIDE SHEAR I ( 1Ox20 P. CONC. FOOTING -Ill GL6. HT 4 N ",7 _4 1 Hauppauge,NY 11788 WALL HOLD DOWN NOTE: CONDITIONS DRAWN AND W/(2) #4 REBAR W/2"x4" I I uX, NOTED AS EXISTING ARE TO BE KEYWAY;MIN. 56" BELOW m Q IL.. : P(631) 650-6666 BETWEEN FOUNDATION I I _ I AND FIRST FLOOR CONFIRMED AT START OF , -- ,ql GRADE. (TYPICAL) I I z FINALKITCHEN F(631) 650-6667 CONSTRUCTION. ARCHITECT IS TO B u1 ;` �0 } WALLS AND BETWEEN NOTIFIED IMMEDIATELY OF ANY I I 8" POURED GONG. I I a r�-_.�� z ®� I SIGN AND K 1 TGHEN I C(516) 658-0325 FIRST AND SECOND DISCREPANCIES I ( FOUNDATION WALL X I I I I EXIST. cV N O I FIXRES TO BE ll 7 GL6. HT - I FLOOR WALL5 TO I ;, I UJ I I I I 0 R` O® : ..... . f ELECTED t� .. ........ .. MAINTAIN INTEGRITY I I BEDROOM �rr�rrirr>i:ft�lri�jt ri .frl�i I I i ii : : i is i u i: (; �i: rr;•rliij: r-i,., t`I:i OF THE SHEAR WALL I ( I I I t I I '11-GL6. HT 3_4 ►LI I4 3-6 - -3-6 3-6 I r r FROM FOUNDATION TO CON UPGRADE EXISTING 12 I __J I IK CONDITIONS TO MATCH I I L OR IN --- SAGGORDANGECOND OE WITH CONDITIONS INDICATED ON I I I I x {��\ GL• WH EXIST. EXIST. _ THE PROVISIONS OF PLANS. TIE NEW SLAB TO I I UJ GL • I I }i f_`\\ SECTION 5.4.4.2.5 I I EXISTING FOUNDATION W/ � ,�. O 6 - I ISLAND ®WFGM 2015. #4 REBAR o 24 O.C. I I +i �� O G NOTE ALL ASSUMED EXISTING HORIZONTAL;GROUT FILL 7• + GL• - NOTEi STRUCTURE SHALL BE VERIFIED IN I I SOLID (TYPICAL) G�UNTER �✓ VERIFY EXISTING SEAM, FIELD. ALL DISCREPANCIES SHOULD I I I I EXIST. q,}� bi f�E16HT I r . N L U E.. j G COLUMN AND FOOTING BE BROUGHT TO THE ARCHITECTS I I x GL• '� PANT. m �- ,q,� 1 ,, o LOCATIONS IN FIELD. ATTENTION IMMEDIATELY. �2_ s_g I - I v " = ". = u u c O 24x6 EXISTING BEAM SPAN TO MAIN N.I,Fa \ ' EXIS7'INO 'rE: II "' i 0✓� - - - - - - - -g - - - j_j GR, WL '�PGE CONCRETE DOUBLE R L I I I I N 6 BELow SLAB JOISTS UNDER 4" CONCRETE SLAB I I I j 1>00 _ _ '71a BELOW . - - - - - - - - - - - - - - - - - - - - - - PARALLEL I W/6 MIL V.B. ON 4" I ( °` 4• D I N I NO ROOM PARTITIONS I I COMPACTED 6RAVEL NOTE: CONTRACTOR TO r� dl In NEW FOOTING TO I I ON COMPACTED SOIL I I PROVIDE EXPLORATORY ON I 0 I.� c�' 'ill GL6. HT ' m EXISTINO F.J. So THAT PROP. Q is N ^� BEAR ON VIRGIN I I X I NEW 3/4° PLYWOOD * r UNDISTURBED 501E I I lu 2XIO CEILING ALIGNS WITH z_ O N EX15T. d SUB- FLOOR W1TH EXISTING. I OL z x NEW FINISH FLOOR STILI to O 8 GL6D. HT EXIST. I I As SELECTED X z # _ L I Y I NO ROOM I �.:P NEW�" GYP. BD. VAULTED GEILIN6 I «�0 FINISH ON wALLs� I X AND GEILINL EXISTIE TIMN6FFOUNDAT�ONTW/ r `- I I L)z VERTICAL;MINIMUM OF 2; I i &ROUT FILL SOLID I I N (TYPICAL) I I I PROP. 2"XIO" G.J. ® I6" O.G. w w o EXIST. EXIST. EXIST. 15�W.H. EXIST. EXIST. EXIST. _ o 0 (2) WDH210410 ALIGN - - - - - - - - - - - - - (2) X12 m�� ao } 7'-23/4" ►�'~� Z s lu xtu m < HNU~p0~w W UPP-" ap _v FOUNDATION PLAN F I R5T FLOOR PLAN $J*z z " t- w k<.m°o o • W v 4�n�-���F = O SCALE: 1/4" = 1'-0" :� _ :: SCALE: IJ4 - I -O Q�26FQWo��1a� 9MIU �>rfjq cjcj 1 Op�� W~Q�UIV 5'-O" 9'-2" ' O T U-tun z W iL :: U- _1E1 <(< 2-6 2-6 2- WOo�ff M EXIST. EXIST. EXIST. (2) 2XI0 (2)tIO I N o o o NOTE: COORDINATE ALL FINISH 'i$W.H. 'i$W.H. WDHIB 0 WDHI8210 WALL 15" IN. MATERIALS WITH CLIENT PRIOR EXIST. W, 6 - IN/ ALL EXISTING PL.UMBIN6, ALL BATHROOM � o z TO CONSTRUCTION- FLOOR, I I I I BR 4 ( I I O ® ELECTRICAL,MECHANICAL,ETC. SHALL BE PROVIDE I I a 4 s ' �Q GEILIN6, WALLS, ETC. I I I I SQ GL6. HT I I I I BAT m THROO THAT INTERFERES WITH MODIFIED, WORK WITH ADEQUATE I I moo 0 8 Ll O I REMOVED,E711 TO BE TC.AMS REOUIR=) TO TO ALL1NO 0W FOOR MIN. NOTE: CONDITIONS DRAWN AND I I--I-� ?I I I I> r -I_ I X I - ESTABLISH PROPER WORKING CLEAR SPACE NOTED AS EXI5TIN&ARE TO BE I 1 � I I 24x& 3' 10" 5'-O' O GCONDITIONS IN FIELD THROUC+IOUT I�-I �I I I I I3 ;z CONSTRUCTICONFION AR'HITEGTAT TIS TO I I� I �I I I I II I II I ry = ROOMS-TOILET, I = AS ALT SHI LES ~ ~ ~ ~ _ I UJ I I I I GL °° EX. HOUSE TRAP AND SEWER LINE W 4� SINK,2020 KNEW ORK I I O R 55# BUEI I M IN6 NOTIFIEDV1IMMEDIATELY CI OF ANY UJI X I LL-*I_JJ �J I I I Ili J ��I-J� I �F7 7/ / �t d TO REMAIN- MODIFY AS REQUIRED u N STATE RESIDENTIAL I (V= FEL PA R O R I I TO ACCOMMODATE NEW CODE SECTION I 1/2" GDX LY OD NOTE: I I �� � GL' G�-' ( I ®\ ry CONSTRUCTION- VERIFY IN FIELD Rao 1.1 I ATHI 6- M. SMOKE DETECTORS TO BE BEDR�DOM I E IST. I BEDRIOOM I I PROVIDED IN ALL I VAULTED GEILIN6 IO I • I VAULTED GEILIN6 LEVEL FLOORS AS REQUIRED BEDROOMS A°i PER GODS. I I I AG I� O I ( I n LEVEL GEILINC75 AS REQUIRED NOTE: �+ I IX I I PENT ALL CONGEALED NOTE: FINAL ELECTRIC TO BE I s w I i ROOF SPACES DETERMINED IN FIELD BY 12I W.H. 1 12 W.H. I I v O LICENSED ELECTRICIAN L _ PRO . 2"XI Q 151 W.H. U~1 3 15E W.H. O. _ - - - - -- Z NOTE: ALL ASSUMED EXISTING I X I tL I X �U VI E RI GE TI AS REQ. O STRUCTURE SHALL BE VERIFIED IN - I N I SECTION RZ12: NOTE: - X I m > Q PROVIDE ICE m ry FIELD. ALL DISCREPANCIES SHOULD - - - - - - - - - - _ _ _ _ _ _ _ I PROVIDE (2)2"xlO" HDR BE BROU6HT TO THE ARCHITECTS PROTECTION A5 PER I � R312.1 GUARDS. GUARDS SHALL BE ABOVE ALL NEW WINDOWS � Z Z Z ATTENTION IMMEDIATELY. BEDROOM PROVIDED IN ACCORDANCE WITH AND DOOR, UNLESS [OE B RRIERNY5RC N O O 1U ICE BARRIERS z N in N 1�J SECTIONS R312.1 THROUGH R312.1.4. OTHERWISE NOTED. WHICH CONSISTS OF AT lu NOTE- PROVIDE ELEGTRIG TO - I I _� O 0 U1 0 Q LEAST 2 LAYERS 1 NEw°/4" PLYWOOD +� R312.1.1 WHERE REQUIRED. GUARDS OF UNDERLAYMENT Q Q Z ALL APPLIANCES TO w _ SUB- FLOOR WITH O SHALL BE LOCATED ALONG NOTE: ALL WINDOWS TO CEMENTED T06ETHER OR MANUFACTURE SPE'_GIFIGATIONS I I I _ NEW FINISH FLOOR �t OPEN-SIDED WALKING SURFACES, BE 400 SERIES A SELF-ADHERING O AS 5EI EGTED O X INCLUDING STAIRS, POLYMER MODIFIED S I TT I NO ROOM X N RAMPS AND WOODRI6HT W iTH LOW E4. BITUMEN - c NOTE: I I VAULTED GEILIN6 * n LANDIN65, THAT ARE LOCATED •• U-FACTOR:-0.30 SHEET. TO BE INSTALLED Q DOUBLE ALL FLOOR J015TS _ v I I 2 MORE THAN 50 INCHES MEASURED •• 5HOC:5O.30 ON ENTIRE ROOF. - - UNDER PARALLEL PARTITIONS I O I 0 NEW�" 6YP. BD. VERTICALLY TO THE FLOOR OR •• ? 100% H16H N = I I FINISH ON WALLS GRADE BELOW AT ANY POINT EFFICIENCY L16HTIN6 0 (t1 m I I I AND GEILIN6 _� NOTE: WITHIN 56 INCHES HORIZONTALLY (GFL S OR LED S) NOTE: UP6RADE EXI5TIN6 ^ ALIGN ALL FASCIA �` cV � TO THE EDGE OF THE OPEN SIDE. •• � AIR CHANGES PER CONDITIONS TO MATCH I I ' INSECT 50REENIN6 SHALL NOT BE HOUR BOARDS. ALTER SOFFIT CONDITIONS INDICATED ON I I �p PLANS. I I I PROP. 2"XIO" G.J. ® 16" O.G. CONSIDERED A5 A GUARD. •• ALL APPLIANCES DEPTH AS REQUIRED w/ R-50 BATT INSULATION 1 STAR BE CERTIFIED.ROY EXIS . EXIST. EXIST. EXIST. EXIST. XIST. 40-BELOW (2) *WDH210410* tq (2) XI2 I -r'-2314 O -- 6UTTER W/LEADER TO ' I t tz BE SELECTED BY OWNER 1 Q ON I"X&" FASCIA BOARD 5F.GOND FLOOR PLAN ROOF PLAN wi VENTED SOFFIT _ GENERAL NOTES SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" Q Luluz I. ALL HABITABLE ROOMS AND CORRIDORS SHALL BE SUPPLIED WITH FIRE/SMOKE AND CARBON MONOXIDE cl• ALL FRAMING SHALL COMPLY WITH THE 2001 WOOD FRAME CONSTRUCTION MANUAL. IQ. NEW FIRST/SECOND FLOOR AND EXISTING FIRST/SECOND FLOOR TO ALIGN-FIRST FLOOR FINISH FLOOR IS TO BE REPLACED t-- DETECTORS WITH BATTERY BACKUP AS PER NFPA 72 AND 2020 NEW YORK STATE BUILDING CODE SEC. R314 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE AGO LUMBER-U.O.N. WITH NEW AS REaUIRED. VERIFY AND COORDINATE FINISH FLOOR MATERIAL W/ OWNER. NEW SECOND FLOOR FLOOR FINISHES AND R315. EXISTING DWELLING UNDERGOING REPAIR,ALTERATION, AND/OR ADDITION SHALL BE PROVIDE WITH II. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. FINAL ELEGTRIG TO BE TO BE COORDINATED WITH OWNER �• SMOKE ALARMS AS PER APPENDIX J. CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION C1I5 DETERMINE IN THE FIELD 20. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. NEW ELEGTRIG TO BE INSTALL LU OF THE 2020 NEW YORK STATE FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH FLOOR 12. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE IN NEW ADDITION. FINAL ELECTRIC TO BE DETERMINE IN THE FIELD WITHIN 15 FEET OF 5LEEPING AREA, ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) 5IMF50N STRONG TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN INSTRUCTIONS- UNLESS OTHERWISE NOTED 21. ALL PLUMBING TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. NEW PLUMBING TO BE O 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE INSTALL IN NEW ADDITION. FINAL PLUMBING TO BE DETERMINE IN THE FIELD N.E.G. 15. ALL ENVIRONMENT DEMOLITION LUMBER TO BE GLADDED AND SEAL AS REQUIRED TO PROTECT AGAINST THE WEATHER DEMOLITION NOTES: 5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE GENERAL CONTRACTOR AND REPORT O O 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2X5 HEADERS - UNLESS OTHERWISE NOTED- PACK OUT HEADERS TO I. REMOVE PARTITIONS SHOWN TO BE REMOVED AS NOTED ON DWGS.- SHORE AS REQ D AT LOAD BEARING PARTITIONS nn,, ANY DISCREPANCIES TO ARCHITECT PRIOR TO START OR CONTINUATION OF WORK FIT IN WALL AS REQUIRED n 4. NO GALV. NAILS OR CONNECTORS IN ACGt. LUMBER ARE PERMITTED. ALL CONNECTORS AND FASTENERS 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) 2X10 HEADERS-UNLF-55 2. CONTRACTOR SHALL BE CAREFUL AS TO NOT DAMAGE EXISTING CONSTRUCTION THAT REMAIN AND SHALL REPAIR ANY FOR A00 LUMBER MUST BE STAINLESS STEEL OR HOT DIPPED GALVANIZED 0-05. OTHERWISE NOTED OF THESE DAMAGES AS REQUIRED. K 5. AS PER N.Y.S. CODE SEC. R510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW 16A. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 400 SERIES - WHITE FRAME- TRIPLE PANE- LOW-E- 3. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR REMOVE (AS REOV) ALL EXISTING ELECTRICAL, PLUMBING AND HEATING FOR EMERGENCY E65:E55 WITH A MINIMUM CLEAR OPENING OF 5.7 5a. FT. (GRADE FLOOR OPENINGS SHALL WITH GRILLES- COORDINATE WITH OWNER- MODEL NUMBERS ARE DESIGNATED ON PLAN- INSTALL ACCORDING TO LINES THAT INTERFERE WITH NEW CONSTRUCTION. Ll HAVE A MINIMUM CLEAR OPENING OF 5.0 SQ. FT.). THE MIN. HT. OF OPENINGS TO BE 24 AND MINIMUM WIDTH MANUFACTURE SPECIFICATIONS 4. REMOVE ALL EXISTING SIDING, PREP AND MODIFY FOR NEW CONSTRUCTION 168. ALL EXISTING WINDOWS TO LABELED ON PLAN SHALL REMAIN WITH NO CHANGES TO BE 20" AND THE 630TTOM OF OPENINGS NO HIGHER THAN 3'-&" A.F.F. 5. REMOVE EX. ROOF AND CEILING CONSTRUCTION WHERE REQUIRED - PREP AND MODIFY CONSTRUCTION TO RECEIVE NEW 0 0 Lu 6. ALL WOOD POSTS SHALL BE BUILT' UP WITH (2) 2X4'5 NAILED TOGETHER W/ IOd NAILS @ 8" O.G. UNLESS 17. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, PROVIDE 12 GAGE GALVANIZED STEEL JOIST ROOF CONSTRUCTION AND NEW SECOND FLOOR m O x HANGERS AND STRAPS AND WHERE WOOD BEAMS FRAME INTO OTHER WOOD BEAMS PROVIDE -1 GAGE ' Z NI OTHERWISE NOTED 6. EXISTING FOUNDATION TO REMAIN AND MODIFY- SAWCUT AS SHOWN, ADD AS REQUIRED- PREP FOR NEW CONSTRUCTION cV U) Z GALVANIZED STEEL SADDLE TYPE HANGER BOLTED THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC. 7. ALL NEW DOOR $ WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR (6'-8" V.I.F.) AND NEW SHALL BE MANUFACTURED BY 5IMPSON STRONG TIE. Q z SECOND FLOOR AT 6'-8" - UNLESS OTHERWISE NOTED 0. ALL ENGINEERED LAMINATED WOOD BEAMS SHALL BE MANUFACTURED BY GEORGIA-PACIFIC AND SHALL BELU 8. ALL WET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVE Y2" CEMENT BD. AND ALL OTHER AREAS IN INSTALLED AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS AND SPECIFICATIONS OR APPROVED EG2UAL. 4 v BATHROOM/LAUNDRYA'IT0HEN SHALL RECEIVE y2" MOISTURE RESISTANT GYP. BD. p o ARCHITECTS TODD O'CONNELL CH ITECT P ARb Q BATTEN : Q 6 CONNELL, AI ROOFtN6 TO BE p TODD O SE SELECTED ; 1 a erans Memorial Highway ay ":.:.:.,,.... _ Ha Y 11788 Y- SI O Hauppauge,,/ BOARD � BATTEN f ' u aulte NO DING`T BE ' SELECTED, P(631) 650-6666 i _. .._..... . . - F 631 650 6667 : (516)658-0325 • ; : E , , ._ i f { , � , : E ; , .. .. ......,...._..............-..... . . ..._... (� l,f(� i:��(.1 rlacfi�rf.1� 11 , , I ((� E E ` ' ; : F : .. ,. .. - ,_,,.—_ ,..._. ... ..... ..... I.�i li7nS„l����I•t3)�1.��.3�"s�l�{31 e , I ! I 3 I CLAPBOARD 51DING O BE SELECTED E ' ! 1 I , 1 E V 1� , i BOARD 8,BATTEN 3 ? SIDING TO BE I 1 1 i 3 S I SELECTED i I , t i t E I ; ie e , S i i f E ? i , 3 i m , - w E FRONT ELEVATION R15HT SIDE ELEVATION � SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" O z M -1 z�0o�IV' �� u o0 _. :..... - - m �F�zuNm 0 _.. .. , ,,....'.,,.... .-::::'n' :':..._.:m._ROOFING TO BE �z ALL EXISTING PLUMBING, ELECTRICAL, -_ SELECTED _ p_ MECHANICAL, ETC. THAT INTERFERES WITH NOTE: PROVIDE SHEAR WALL HOLD DOWN =-� On o NEW WORK TO BE REROUTED, MODIFIED, BETWEEN FOUNDATION AND FIRST FLOOR o m - "'' 3 �,m u i= W REMOVED, ETC. AS REQUIRED TO ESTABLISH ASPHALT SHINGLES PROVIDE RIDGE VENTING AS REQ. A5 PER SECTION R602.10.6.1 -2020 NYSRG PROP.2"XIO" RIDGE = M o z F o O PROPER WORKING CONDITION- VERIFY ALL AS SELECTED -"" " CONDITIONS IN FIELD OVER 15# BUILDING tt��Q�pp�'d�FQ- z O FELT PAPER OVER RELOCATE EX. LIGHT FIXTURES AT iqo Qut(SWNB�O } 1/2" GDX PLYWOOD p EVERY DOOR AS REQUIRED- z ffip PROVIDE ICE PROTECTION SHEATHING- TYP. O G. Rop PROVIDE NEW LIGHT FIXTURE AT AS PER 2020 ICE BARRIERS Y r Ip �• �RB0 � O ® ?' 4 12 ALL NEW ENTRY DOORSFL f I w N Q F o z WHICH CONSISTS OF AT LEAST 2 LAYERS toU N NOTE: COORDINATE ALL FINISH ; I ■ _ , u u ��—��N OF UNDERLAYMENT SOP' p MATERIALS WITH CLIENT PRIOR TO ' F w wu'�m w CEMENTED TOSETHER OR P c CONSTRUCTION- FLOOR, CEILING, 1 ; u N o q u o o m A SELF-ADHERING PROP. 2"XIO" G.J. ® 16" O.G. W/ R-50 BATT INSULATION WALLS, ETC. z N W} N Z o POLYMER MODIFIED i I I i _� . € ! wzO� BITUMEN �.. I I �. I I i I` k m z SHEET TO EXTEND A NEW " GYP. BD. FINISH ON WALLS AND CEILING EX. HOUSE TRAP AND SEWER LINE BOARD'd BATTENt w w w d FROM EAVE 5 EDGE TO A i a SIDING TO BE ; , ��Q4m000s p MIN. OF 24" INSIDE THE TO REMAIN- MODIFY AS REQUIRED 7 EXTERIOR WALL LINE NEW BATHROOM WALLS TO ACCOMMODATE NEW ? SELECTED 1 / OF THE STRUCTURE-ROOF CONSTRUCTED OF CONSTRUCTION- VERIFY IN FIELD LESS THAN 41i:12 PITCH 2"X4" WOOD STUDS MUST ICE SHIELD ENTIRE BEDROOM 16" 0.0 (2"Xb" FOR ROOF PLUMBING 5HASE SOLID BLOGKIN& AT MID- SPANP- ROOF 5:12 OR.STEEPER TH 5/5" BATHROOM WALLS) WI AND AT THIRDS -EVERY BAY- REQUIRES MIN 5 FT. FROM EAVE EDGE MOISTURE RESISTANT EXISTING AND NEW FLOOR GYP. BD. OR CEMENT SYSTEMS- COORDINATE WITH i El ; i ■ I BD. ON NET ROOM SIDE OWNER ALL HEATINE3 LINES, OF STUD- '• I DUCK WORK, ETC. TO BE i U_I El MODIFIED AS REQUIRED 5/4" PLYWOOD SUB- FLOOR WITH NEW FINISH FLOOR AS SELEGTE - ------------ z TO ALLOW FOR NEW CONSTRUCTION- ALL DUCT WORK TO BE PROP. 211XIO" G.J. ® 161, O.G. INSTALL AND MODIFIED NEW " GYP.BD.FINISH ON WALL5 AND 0EILIN6 SECTION AJ104 ENERGY AS REQUIRED TO EFFICIENCY ' ACCOMMODATE NEW D I N I NO ROOM - ALTERATIONS, ci CONSTRUCTION- VERIFY RENOVATIONS, REPAIRS IN FIELD- HVAG NEW W EXTERIOR ALL5 GON5TRUGTION -2" X 4" WOOD CONTRACTOR TO FILE STUDS o 1611 O.G. PROVIDE R-15 HD UN-PAGED BATT TO ROOF/CEILING, SEPARATE APPLICATION INSULATION AND 5/5" INTERIOR GYP. BD. (SEE KITCHEN WALL OR FLOOR z z SPECIFICATION AND NOTES) AND 1/2" EXTERIOR CAVITIES WHICH ARE AND PLAN LAYOUT OF REARELEVATION _ _ l� l� l� W ALL HEATING AND PLYWOOD SHEATHING,AIR INFILTRATION BARRIER INSULATED TO z tf) to Ul F- COOLING DUCTS AND AND 51DIN6 AS SHOWN ON ELEVATIONS APPROVED FULL DEPTH WITH SCALE I/4" = I'-O" O U..I W W p BY NEOT D BEHIND 5 D .PROVIDE I :R161D INSULATION HAYING A v 0 to 0 EQUIPMENT WITH LOCAL NSULATIO z MINIMAL NOMINAL MUNICIPALITY AS NEW FINISH FLOOR AS SELECTED VALUE OF R-5.0 /INCH. m REQUIRED - - 4" CONCRETE SLAB W/ 6 MIL V.B. ON 4" COMPACTED 6RAVEL ON COMPACTED SOIL r Q 4" FRESH AIR VENT Q NOTE: DOUBLE W POURED GONG. FOUNDATION WALL THROUGH ROOF ALL J015T UNDER NEW FOOTING TO ,11 PARALLEL IOx20 P. GONG. FOOTING W/(2) #4 REBAR W/2"x4" BEAR ON VIRGIN 1 UNDISTURBED SOIL PARTITIONS KEYWAY;MIN. 56" BELOW GRADE. (TYPICAL) � y I SEGTION A 1 I SCALE: 1/4" = 1'-0" LU j SECOND BATHROOM j2„ BATHROOM SECOND BATHROOM BATHROOM V P3103.1 ROOF EXTENSION OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE FLOOR _ ----r-'T'- ---_ _ FLOOR —— TERMINATED NOT LESS THAN b INCHES ABOVE THE ROOF OR b _ _---I-- SHOWER I I I SHOWER — 1---__— SHOWER SHOWER INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER 15 GREATER.WHERE A ROOF 15 TO BE USED FOR ASSEMBLY,AS A PROMENADE,055ERVATION DECK OR I I I I SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT 1 1 PIPES SHALL TERMINATE NOT LE55 THAN 1 FEET ABOVE THE 1 311 1 — ROOF. 2111 1 I I I I 12" v , r P5103.2 FROST CLOSURE 1 ( I 1 1 1 I WHERE THE cM 5 PERCENT VALUE FOR OUTSIDE DE516N Z TEMPERATURE IS O°F OR LESS,VENT EXTENSIONS THROUGH A ff I i I ff ROOF OR WALL SHALL BE NOT LE55 THAN 5 INCHES IN I 11/2 I I 1 11/2 I DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE I I I MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE I I I OF THE BUILDING. 3' 2' 2" ,1 2" 2" " _ ►+w Hw H►v—Hw HW Hw 0.0• 1 G.O. —cw OK—cH—cw—C"—cw ar— —cw 51E 3EE 0 l O TABLE PTI201.1 FIRST 5"3" FIRST O SIZE OF TRAPS FOR PLUMBING FIXTURE5 FLOOR I FLOORWA— TRAP SIZE PLUMBING FIXTURE MINIMUM -----I- _ — BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR BSPOOL ATTAGHMENT5) 1 I/4 HWH 1 I 1 1 HWH v, CLOTHES WASHER STANDPIPE 2 211I 1 I I DISHWASHER ON SEPARATE TRAP 1 1/2 1 I 1 3 FLOOR DRAIN 2 I DW I GW i I DW GW KITCHEN SINK(ONE OR TWO TRAPS,WITH OR 1 1/2 WITHOUT DISHWASHER AND FOOD WASTE D15POSM � (� LAUNDRY TUB ONE OR MORE COMPARTMENTS 1 1/2 In I I n ' LAVATORY 1 1/4 2 5HOWER(BASED ON THE TOTAL FLOW RATE 3' 2' 2" 2" T"HROU6 H 5HOhERHEADr AND 5ODYSPRAY5) G.O. G.O. av cw—CA CM—cw—cw— —c44—ew—cm—cry FLOW RATE: 3" 3" 5.1 GPM AND LESS 11/2 MORE THAN 5.1 fiPM UP TO 12"3 GPM 2 3' O MORE THAN 12.5 GPM UP TO 25 8 GPM `3 CONNECT TO fn a EXISTING WASTE N z FLUMB I NO NASTE D I AORAM FLUMB 1 NO SUFFLY D I AORAM � tu 3 SCALE: I/4" = I'-O" I'SCALE: I/4" = -O" < d O 0k 0) L p Ij" MIN. EDGE HURRICANE ANCHORS MANUFACTURED BY DIFFERENCE . SIMP5ON 5TRON6-TIE CONNECTORS MODEL No. H2.5A HURRICANE ANCHORS MANUFACTURED BY R" H t . OR APPROVED EQUIVALENT AT EVERY U5P CONNECTORS MODEL No. TMU26,TMU210 RAFTER TO PLATE CONNECTION BOTH SIDES W I ARCHIHEN OR APPROVED EQUIVALENT AT EVERY TODD ETTEECCT T P.C. -RAFTERS DO NOT ALIGN WITH STUDS RAFTER TO RIDGE CONNECTION WHEN { WALL STUDS m I6" O.G. RAFTERS DO NOT ALIGN .f TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 4" U5P CONNECTORS MODEL No. 5T22 5/8"�XI2" STEEL ANCHOR ° ° :~'•; 1200 Veterans Memorial Highway SIMPSON STRONG-TIE CONNECTOR 16 6a. COIL STRAPPING MANUFACTURED OR APPROVED EQUIVALENT AT EVERY ,- „ Suite 120 L. #H7Z TO BE USED WHEN BY SIMPSON STRONG-TIE CONNECTORS RAFTER TO RIDGE CONNECTION BOLTS AT 3 O O.G. MAX. I Hauppauge,NY 11788 RAFTER ALION5 WITH STUD MODEL No. 0516 OR APPROVED EQUIVALENT WHEN RAFTERS ALIGN MIN EMBEDMENT OF 7,, P(631) 650-6666 USE A MINIMUM OF TWO 6d / T OF FOUR INTO RAFTE R / •°• • \I BOTTOM PLA RIDE SEE PLAN TONAILS TH15 SIDE P41TH ` 9 F(631) 650-6667 �I I C(516)658-0325 1 , RIM JOIST " " 1 t n SrrC4rlKr.,.Cf:rJ'f.�il+:r=fi.�.�taTii c I\ ° 0 0 o ROOF RAFTE I �I f:r rCr it rtrd5if.rri*.r. r.1;: DOUBLE TOP PLA STUD PLATE TIES MANUFACTURED BY 51MP50N ' 0� I STRONG-TIE CONNECTORS MODEL No. RSP4 ° OR APPROVED EQUIVALENT AT EVERY STUD ROOF RAFTE z SUB FLOOR I TO PLATE CONNECTION WHEN RAFTERS DO NOT I �1 ALIGN WITH STUD FLOOR JOIST r �! O [/C,U ! STUDS a 16" O.G. ° R I DOE 5TRAFF I NO DETAIL ANCHOR E30LT DETAIL � ° I 16 6a. COIL 5TRAPPIN6 MANUFACTURED SCALE: 5/4" = I'-0" SCALE: 5/4" = 1'-0" ° TWO 6d NAILS BY 51MPWN 5TRON6-TIE CONNECTOR5 NOTE: INTO PLATES MODEL No. C516 OR APPROVED EQUIVALE O.G. NT ALL STRAPPING TO BE 1n INSTALLED AS PER MANUFACTURES 16HT 6d NAILS SPECIFICATIONS AND NYS CODE W N INTO STUDS ALL. STUDS ® 16" O ROOD STRAFF I NO DETAIL � OOR STRAi�'fi�I NO DETAIL � � SCALE: 3/4" = I'-O" � � 50ALE: 5/4" = 1'-0" O CONNECTION OF MULTIPLE v Z USE 5IMPWN Z-MAX OR HD6 CONNECTORS PIECES OF TOP-LOADED BEAMS TO INCREASE CORROSION RESISTANCE 1%'Width Pieces: u FOR ALL HARDWARE IN CONNECTION *Minimum of 2 rows 16d nails at 12" o.c. w Q z in 0 a W/ AGQ LUMBER. ( ) PROVIDE ICE PROTECTION AS PER R905.2.1.I WHICH •Minimum of 3 rows 16d (Wr) nails at 12' o.c. " CONSISTS OF AT LEAST 2 LAYERS OF UN]7ERLAYMENT for 14 and deeper beams CEMENTED T06ETHER OR A 5ELF-ADHERING POLYMER a WALL STUDS a 16" O.G. •Naled connections require an additional row of MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVES a o o nails when nail size is smaller than specified EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL F z s w p"'a- m above (minimum 0.131' x 3.25") ' Q Z Q LINE OF THE STRUCTURE x 0 ?O w 3%"Width Pieces: 2x6 R.R. m Ib O.G. Z W •Minimum of 2 rows}�' bolts at \\\ 12 R-30 GATT INSULATION o m a p o V_ 24 o.c. staggered b z *J w N` _ �,` 2x10 G.J. o Ib O.G. O O w O W v Y2" Cj GYPSUM WALL BOARD Q Z V HURRICANE ANCHORS MANUFACTURED O���z�Q�O Q Additional nailing or bolting may be BY SIMPSON STRONG-TIE Q a~ z O TYPICAL 2x6/2x4 - CONNECTORS MODEL No. H2.5A OR required with side-loaded multiple member beams.Refer to current literature.product z BOTTOM PLA p coLLAR TYPIOPd.2x1o�2XD APPROVED EQUIVALENT AT EVERY F vi0 0. �� RAFTER TO PLATE CONNECTION BOTH ° Q SIDES p X 0 w R.AP� 1/2" GDX PLYWOOD SHEATHING (2)2x10/2Xe ASPHALT SHINGLES TO SELECT 0 �' O m AGQ SILL (PLA TERMITE °:HIE '' '-o 'VoLeLE OVER 15#BUILDING FELT O L �� SLAB ON C-RAD VENTED VINYL SOFFIT ►- u PROVIDE HOLD DOWNS AT 2x12 RIDGE �0 ALUMNIUM DRIP EDGE a ALL CORNERS AND BOTH o x6 FASCIA Z °o I6 6a. STRAP TIES MANUFACTURED SIDES OF OPENINGS (6 REVERSE GABLES OVER 4 EXISTING FRAMING OR GREATER IN WIDTH FFNFO Q BY SIMPSON STRONG-TIE CONNECTORS SIMILAR FLYING GABLE �y c ODEL No. 0516 OR APPROVED EQUIVALENT. HITH DIFFERENT SIZE FRAMING-SEE RooF G ' STRAP TO HAVE MIN. 12" BEARING ON THE STUD PLAN 4"x3" ALUMINUM AND WRAP UNDER SILL PLATE AT FOUNDATION. DOUBLE 2X 5TU -5y2" O.H. RS l9 l9 l9 l� I) H Fes- Imo- Fes- M"x3"xYs" STL. BEARING PLATE MANUFACTURED W/5"X2" LEADER to p°� BY SIMPSON STRONG-TIE CONNECTORS MODEL No. Y2" SHEET ROCK R-15 GATT INSULATION LBP5V2 OR APPROVED EQUIVALENT 51MPSON HDUS-SD52. BASE MOLDING TO 2x4 STUDS m 16" O.G. THERMAL BREAK IGAL %uxl2" HOOKED ANCHOR BOLT BE SELECTED /2" GDX PLYWOOD SHEATFiIN6 - m 3-O 1, O.G. 3/4" PLYWOOD SUBFLOOR - W/ 7" MIN. EMBEDMENT INTO CONCRETE v TYVEK HOUSE WRAP - WITHIN 6-12" OF EACH END OF PLATE tf) /2" POLYSTYRENE RI61D INSULATION Z OUNL)AT I ON 5TRAFF I NO PETA I L SCALE: 5/4" = I'-O" O WHEN NOT ALI6NED WITH RAFTER, \� Q CONNECT SEE ROOF 5TRAPP I N6 DETAIL MAP 4 1 6AL55D PLATE,S TO TOP 20 &A COIL STRAP (I O VER TOP OF TOP PLATE 4 NAIL &ABLE erm 5TW v ROOF FRAMING 1 VINYL SIDING TO BE SELECTED BY OWNER Z Z Z 2WO/2XD LADDER Xs SHEET ROCK I" POLYSTYRENE RI610 INSULATION Z In In N o TRUss R-15 BATT INSULATION O Q Q Q z 2x4 STUDS o 16" O.G. _ /2" 6Y11SUM WALL BOARD Q STUDSE 2X8/2x10 FLYING 1/2" GDX PLYWOOD 5HEATHIN6 COVERED t- Q (V DOUBLE TOP PLATE W/TYVEK HOUSE WRAP OR APPROVED WATER-REPELLENT SHEATHING U. THREADED STEEL ROD DouBLE � 4" P. CONC. SLAB W/bx6 10/10 MM # TO ALIGN WITH EXISTING SLAB > IMPSON HDUS-SD52.5 O �L � T I A5E MOLDING TO SELECT EADER (2) 2x6 ACO PLATE /6"0 ANCHOR BOLT EXTENDED A DOUBLE 2X STUD 4" COMPACT MIN. 12" INTO GONG. SPACED MAX. 31-0" • 3 GRAVEL FILL O.G. AND MAX. OF 12" FROM THE END OF � JACK EACH PLATE SECTION t 5�D v 51MP50N HDUS-5D52.5 a ' v I� xN CORROSION-RE515TIVE FLASHING FULL LENGTH WALL STUDS ��r Opn ^ ° a� AND TERMITE 5�EILD 6RADE FRAMED OPENING FOR NEW tt �� O O(C`�O�"U O I I d� WINDOW OR EXTERIOR DOOR — b MIL POLYETHYLENE, (� Iry MOISTURE BARRIER1L- \\/\\/\\/\\/\\/\\/\ v , / 2" POLYSTYRENE INSULATION TO EXTEND �/ //\//\//\//\\// ///�\MIN. \4/. GRADE LU NOTE: LUZ j" P. GONG. FOUNDATION WALL N (� UPLIFT v I \ \ \ \ \ \ \�/:�/: CONNECTION 15 a HOOKED ANCHOR BOLT \\\\\\\\\\/\/\ / 2\ �/\ Q / // // // // //\//\ / /j\/j\/j\//\/, —1 REQUIRED II MIN 12" PENETRATION /\/\/\/\/\/\/ / /� /� /� /.� . z \ \ \ \ \ \ \ v Ox20 P. CONC. SPREAD PTO. w/(2) #4 AT EACH END I� INTO FOUNDATION NEW BEAM %\/\/\/\/\/\/\ O O OF T AT HE HEADER BOTTOM OF Q j\\�/\\�/\\�/ / /\\ .d /j\t\\\ \\\\�Low GRADE 4 O 7T I HEADER STUDS //\//\//\ \ \ \ � ��\ \ \ \//\ +�- IN ADDITION ° �/x\//\//\//\//\// b 8 b . \//\\//\\//\\ Z O C FLOOR J015T5 d NO UPLIFT GOf�INEGTORS CONNECTORS / / / / v REQUIRED 5 AREA AT WALL STUDS TO BE CONNECTED TO NEW \/\/\/\/\// Y. a n I � ( I AND BEAM BY 51MPSON \/\\/\\/\\/\\/\ a /O\//\\//�\ AT TOP AND STRONG-TIE (LU5 SERIES) SIZE /\//\//\//\//\// 4 o' o \/\/ X cV z BOTTOM OF As REQUIRED OR \/ ////// /// a v: a ° • \\/\\j CRIPPLES. APPROVED EQUAL USE 51 MP50N Z-MAX OR HDG CONNECTORS \\ \\ \\ \\ \ \ \/\ \ \ \� Q TO INCREASE CORROSION RESISTANCE EX/NEW FLOOR JOISTS /��//\//\//\ \ \ 20,, \ \ /\/ \ 6 Co. STRAP TIES MANUFACTURED FOR ALL HARDWARE IN CONNECTION BY 51MP50N STRONG-TIE CONNECTORS USE 51MP50N Z-MAX OR HDG CONNECTORS TO INCREASE CORROSION RESISTANCE W/ AGQ LUMBER. MODEL No. 05I6 OR APPROVED EQUIVALENT. I G BEAM j/\\ \ \ \ \//\\ �\/ NZ W STRAP TO HAVE MIN. 12 BEARING ON THE STUD FOR ALL HARDW ARE IN CONNECTION FLU5H BEAM DETAIL AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGO LUMBER. Z STR i�fi'I NO 17 T I SCALE: 3/4" = I'-o" MALL D I L/\\/ 4 z Ui�L 11='r CONNECTOR DETAIL � _ _ _ _ W SCALE: 5/4 = I -O SCALE I" - I' O" O 4 v TABLE R602.3(5) SIZE, HEIGHT AND SPAGINO OF WOOD STUDS TABLE R602.3(I) TABLE R602.3(1) BEARING WALLS NON-BEARING WALLS ` FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN �� '`" �`• ~� NUMBER AND TYPE NUMBER AND TYPE 5PAGING OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR SUPPORTING TWO FLOORS MAXIMUM SPACING WHEN LATERALLY LATERALLY A R C H I T E T S' ITE DESCRIPTION OF ESUILDING ELEMENTS OF FASTENER ebti SPACING AND LOCATION I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER Obk STUD SIZE 5UPPORTING TWO UNSUPPORTED UNSUPPORTED = TODD O'CONNELL INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS AROOF-CEILING ROOF EDGESh SUPPORTS C-A (INCHES) g SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT ARCH ITECT P.C. (INCHES) (INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC A55EMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE HEIGHT to (INCHES) 12 (FEET) 12 (FEET) -I- t 4-5d BOX(2 �"XO.113"9 OR WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL ASSEMBLY, ONLY (INCHES) ATTIC, A55EMBLY (INCHES) ATTIC ASSEMBLY (INCHES) BLOCKING BETWEEN CEILIN5 JOISTS OR RAFTERS 3-ad COMMON(2 Y2"X0.131");OR I TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] TODD O'CONNELL AIA TO TOP PLATE 3-I0d BOX(2 Y2"X0.12&");OR 3-3"X0.131"NAILS bd COMMON 2"X0.113" NAIL SUBFLOOR,WALL f 30 s/W-Y2' ad COMMON(2 Y2"XO.131")NAIL(roof);or R5R5-0 6 12 1200 Veterans Memorial Highway 2 s/"X 0.115" nail (roof) Suite 120 4-5d BOX(2 J"XO.I13'9 OR ad COMMON NAIL(2 Y2"XO.131");or RSR5-0I; f 2 CEILING JOISTS TO TOP PLATE 3-ad COMMON(2 Y2"XO.131");OR PER JOIST,TOE NAIL 31 i`S4s2"- 1 (2 5/a," X 0.113")nail (roof) 6 12 Hauppauge,NY 11788 3-10a Box(2 "xo.126°);OR F(631) 650-6667 3-3"X0.131'NAILS IOd COMMON(3"X0.145")NAIL;OR 6 12 P(631) 650-6666 32 I Ye" - I Ya" ad (2 Y2"XO.131")DEFORMED NAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"X0.12a')OR OTHER WALL SHEATHING 3 LAPS OVER PARTITIONS 3-I6d COMMON(3Y2"XO.162");OR FACE NAIL C(516)658-0325 (see Section RSO2.52 and 'fable 602.52) 4-3"XO.131"NAILS 33 Y2"STRUCTURAL CELLULOSIC FIBERBOARD I GALVANIZED O 6 NAIL, HEAD 3 6 R•::,., ,, SHEATHING DIAMETER,OR I Ya"L LONG& Ib ga.STAPLE PLE WITH 7(6°or I"GROWN 2X4 10 24r, I6� -- 24 10 16 4 GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER TABLE Ra02.52 34 -'%2"STRUCTURAL CELLULOSIC FIBERBOARD I %" GALVANIZED ROOFING NAIL,7(6" HEAD 2X6 10 24 24 16 24 20 24 (HEEL JOINT)(sce Section R502.52.and Table R802.52) FACE NAIL SHEATHING DIAMETER,OR I Y2"LONG 16 ga.STAPLE WITH 3 6 7(6"OR I"GROWN FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.amm 4-I0d BOX(3"Xo.128")OR a I "GALVANIZED ROOFIN6 NAIL;STAPLE a. LISTED HEIG-HT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LE55 THAN ONE 35 Y2" GYPSUM SHEATHING GALVANIZED,I Y2"LONG;I Ya"SCREWS, 1 1 5 COLLAR TIE TO RAFTER,FACE NAIL OR I Ya"X 209a. 3-I0d COMMON(3 Y2"X0.14a");OR TYPE W OR 5 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 RIDGE STRAP TO RAFTER 4-3"XO.131"NAILS FACE NAIL EACH RAFTER a I s/a" GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 0 36 s/e"GYPSUM SHEATHING GALVANIZED,I %"SCREWS,TYPE W OR 5 T T b. SHALL NOT BE USED IN EXTERIOR WALLS c. A HABITABLE ATTIC, ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 52 FEET THE WALL STUDS SHALL BE INCREASED TO 3-I6d BOX NAILS(3�"X0.135")OR 2 TOE NAILS ON ONE SIDE WOOD STF:USTRUAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING � 6 4_IOd Box(3"X 5-Od COMMON NAILS .14a"),OR s1NDDEs�EAGH RAFTER oE NAIL ON �RI� 3 r °/a"AND LESS ad COMMON D Y2"XO.12")NAIL b 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. RAFTER OR ROOF TRU55 TO PLATE bd DEFORMED(2"X0.120")NAIL;OR ? _I "NAILS 4-Iba s1131"X0.135" OR I 3a ye'- I° ad DOEFMOR�ED"20I xo.12o1L NAIL 6 12 TABLE R602.10.4- BRACING METHODS `" l ) l Y2 ) 3-lod COMMON(3"Xo.I48");OR TOE NAIL CONNECTION CRITERIA 4-IOd BOX(3"X0.12a");OR loa COMMON(3°xo.l4a")NAIL;OR b 12 METHODS, MATERIAL MINIMUM THIGKE55 FIGURE 1-5q I Ye" - I Ya" FASTENERS SPACING v ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4'-3"XO.131"NAILS ad DEFORMED(2 Y2"XO.120")NAIL R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM FOR 51: 1 Inch = 25.4 mm,I foot = 304.8 mm, I MILE PER HOUR = 0.441 m/s;I ksi = 6,"5 MPa 3-Ibd BOX(3�"X0.135")OR EXTERIOR SHEATHING PER b"ED6E5 12"FIELD WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 2-I6d COMMON(3 Y2°X0.162");OR TOE NAIL TABLE R602.3(3) GLAZED OPENING PROTECTION FOR HINDBORNE DEBRIS SHALL MEET THE 3-IOd BOX(3"X0.12a");OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING GS-WSP 3-3"XO.131"NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 60 K51 FOR SHANK DIAMETER OF O,Ig2 INCH(20d CONTINUOUSLY SHEATHED 3/ail REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E lagb AND ASTM E 15ab AS WALL COMMON NAIL),q0 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.ITT INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER MODIFIED IN SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR in DIAMETERS OF 0.142 INCH OR LE55. to TABLE R6o2.3(1)or R602.3(2) VARIES BY FASTENER WINDBORNE DEBRIS SHALL MEET THE REQUIREMENT5 OF AN IMPACT-RESISTING Ibd COMMON(3Y2"X0.162") 24"O.G.FACE NAIL b.STAPLES ARE 16 6A6E WIRE AND HAVE A MINIMUM'1/16-INCH ON DIAMETER GROWN WIDTH. c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INCHES OR GREATER. STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) lr a STUD TO STUD(NOT AT BR?:GED WALL PANELS) IOd(3"X0.128");OR � N 16"O.G.FACE NAIL d.FOUR-FOOT BY 5-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY. 3"X0.131")NAILS EXCEPTION: e.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). H U1 P.WHERE THE ULTIMATE DEVON WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO W G5-6b4 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LE55 THAN W6 INCH AND A # Ibd BOX(3 Y2"XO.I359;OR Z STUD TO STUD AND ABUTTI�l6 STUDS AT INTERSEGTIN6 WALL 3"X0.131"NAILS 12" O.G.FACE NAIL GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED 3/ SEE METHOD G5-WSP SEE METHOD CS-WSP SPAN OF NOT MORE THAN a FEET SHALL BE PERMITTED FOR OPENING PROTECTION. q NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 4a INCH IV WOOD 5TRUCTURAL PANEL V CORNERS(AT BRACED WALL PANELS) 8 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE f- - Ibd COMMON(3Y2"X0.1(52") Ib"O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. z ADJACENT TO 6AFZA6E g.6YP5UM SHEATHING SHALL CONFORM TO ASTM G 15,16 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 255.FIBERBOARD SHEATHING OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Ibd COMMON(3Y211xO.1621q 16"O.G.EACH EDGE FACE NAIL SHALL CONFORM TO A5TM G 20a. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED 10 h.5PACIN6 OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED Z BUILT-UP HEADER(2"TO 2"HEADER WITH Y2"SPACER) Ibd BOX(3 Y2"X0.135") 12"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPAGIN6 OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDOE5LIJ WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO O } SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR 5HEATHIN6 PANEL EDGES PERPENDICULAR TO N RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH v Z 5-ad BOX(2 Y (2 Y213");OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE EITHER TABLE R301.2(2) OR A5GE '7, WITH THE PERMANENT CORROSION-RESISTANT 4-ad COMMON(2 Y2"X0.131");OR SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 11 CONTINUOUS HEADER TO STUD TOE NAIL G5-PF 4-lod BOX(3"XO.125" I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWO TOE NAILS O CONTINUOUSLY SHEATHED 7`bii SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE 0 ON ONE 51DE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 15 PERMITTED FOR } w w THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. z PORTAL FRAME ,n I6d COMMON(3Y2"X0.162") 16" O.G.FACE NAIL tr I F 1. BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LE55 WHERE THE ULTIMATE Wu z,- F w WW 12 TOP PLATE TO TOP PLATE R z DESIGN WIND SPEED, I5 150 MPH OR LESS. w w° V Ioa Box(3°xo.I28°);OR O =�,p 0 3"XO.131")NAILS 12' O.G.FACE NAIL <H TABLE R802.1 I RAFTER OR TRUSS UPLIFT CONNECTION FORGES I Y2" long X 0.12 dia. w IL FTwo-!- w a-Ibd COMMON(3�"Xo.1629;OR FACE NAIL ON EACH 51DE OF abc d,e,f ah ;; (forY2"thick sheathing) TABLE R301.2.1.2: NIND50RNE DEBRIS PROTECTION FASTENING `�o ro �� FROM WIND (ASD) (POUNDS PER CONNECTION) T d y2 or 2`5/32" for 15/4" long X 0.12 dia. °-�n 13 - Q a W }- 12-Ibd BOX(3 Y2"X0.135");OR END JOINT(MINIMUM 24"LAP 9 13 DOUBLE TOP PLATE SPLICE' CS-5FB (for�/s2"thick sheathing) 3" ED6E5 6"FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS N z� w o m 12-IOd BOX 0"XO.12a");OR SPLICE LENGTH EACH SIDE OF z V z x,L�m 12-3"X0.131"NAILS END JOINT) EXPOSURE B CONTINUOUSLY SHEATHED 1'1'iQXIYt'1UYYi 16 g g STRUCTURAL FIBERBOARD galvanized roofing nails i common FASTENER SPAGIN6 ULTIMATE DE51ON WIND SPEED Vult (mph) Stud Spacing (2)rz" long x o.131" dial nails � 0 0��o Z M� W RAFTER OR ROOF SPAN o° w IU z = ' N v 150 mph 140 mph FASTENER TYPE PANEL SPAN < PANEL FOOT PAN < PANELO PAN � o TRU _ x E55 SPACING (FEET) <-4 FOOT <_6 FOOT < a FOOT w o ROOF PITCH ROOF PITCH FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.amm, I degree = O.OI75 rod, I pound per sgyare foot=47.b N/m•�I mile per hour = 0.447 m/s. �►-o v f- a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted In Seismic Design Gategorles G, DO, DI and D2. NO. 8 WOOD SCREW ° w Q w o o I6d COMMON(3 Y2"X0.162") I6"O.G.FACE NAIL <5:12 >5:12 <5:12 >5:12 b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall °F o BOTTOM PLATE TO JOINT,F:IM JOIST,BAND JOIST OR BASED ANCHOR WITH 2 16 IO 8 <v w�� �o } 14 BLOCKING(NOT AT BRACED WALL PANELS) I6d BOX(3 Y2"Xo.1359;OR 12"O.G.FACE NAIL 12 C15 ba 122 113 of the garage. In Seismic Design Categories DO, DI, and D2 roof covering dead load shal I not exceed 5 p5f. tu w Q o o m 3"X0.131")NAILS 15 122 112 157 146 INCH EMBEDMENT LENGTH N , FQ c. Garage openings adjacent to a Method G5-G panel shall be provided with a header In accordance with Table R602.5 (1). A full z 24 14q 137 IcI2 17a height clear opening shall not be permitted to a Method GS-G panel. ° < W 3-16d BOX(3 Y2"X0.135");OR 3 EACH 16"O.G.FACE NAIL g p 9 p p NO. IO WOOD SCREW 2b 167 155 216 200 < ° o z IS BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR 2-I6d COMMON(3 Y2"XO.I62');OR 2 EACH I6"O.G.FAGS NAIL 12 O.G. d. Method G5-5FB does not apply in Seismic Design Gategorles DO, DI , D2. O m IL ej o?� BLOCKING(AT BRACED WALL PANELS) 4-3"XO.131'NAILS 4 EACH I6"O.G.FACE NAIL 32 Ib5 170 240 222 BASED ANCHOR WITH 2 I6 12 of w N e. Method applies to detached one and two-family dwellings In 5eismiG Design Categories D 264 244Othrough D2only. �w-w w Q 4-ad BOX(2 "XO.115'%OR 42 250 1211 500 27b n o>Lu�o � 3-Ibd BOX(3 Y2"xo.13s°);OR INCH EMBEDMENT LENGTH ���=w F w u�w 4-5d COMMON(2 Y2"XO.131");OR TOE NAIL 12 126 236 336 31 I y4. I NGH LAG SCREW ~mow<m V Q 0 o 4-IOd BOX(3"X0.12a");OR 12 126 117 162 I50 TABLE R602.10.5 BASED ANCHOR WITH 2 16 I6 16 ���m w)_�M v z o M 16 TOP OR BOTTOM PLATE TC STUD 4-3" X 0.151 NAILS 15 162 1401 20q iq4 24 Iqa 1a2 255 237 MINIMUM LENGTH OF BRACED WALL PANELS INCH EMBEDMENT LENGTH ° _� °W 3-I6d BOX(3 j"X0.135");OR 2a 222 205 287 266 Q<_ < ~ 2-I6d COMMON(3 Y2"X0.1629;OR w w w< w END NAIL I6 O.G. METHOD MINIMUM LENGTH U 3-I0d BOX(3"X0.125");OR 32 246 226 31q 2q5 (INCHES) GONTRIBUTIN6 S 2 z x F x IIIK 3-3"X0.131"NAILS 36 210 247 551 525 ADJA.i;ENT CLEAR WALL HEIGHT LENGTH Cl. THIS TABLE IS BASED ON 1950 MPH ULTIMATE 42 1 506 251 3qq 570 OPENING HEIGHT (INCHES) 3-lod BOX(3"X0.12a");OR 48 543 514 447 414 (INCHES) b FEET q FEET 10 FEET II FEET 12 FEET DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF 1-1 TOP PLATES,LAPS AT GOF HERS AND TNT ERSEGTIONS 2-I6d COMMON(3 Y2"XO.I629;OR HEIGHT. IV IV O [V 3-3"X0.131"NAILS FACE NAIL EXPOSURE G GS-WSP 164 24 21 30 33 36 ACTUAL b. FASTENERS SHALL BE INSTALLED AT OPPOSING m 3-ad BOX(2 "X0.113");OR ULTIMATE DESIGN WIND SPEED Vult (mph) ENDS OF THE WOOD STRUCTURAL PANEL. 2-5d COMMON(2)4"xO.131");OR FASTENERS SHALL BE LOCATED NOT LESS THAN la I"BRACE TO EACH STUD AND PLATE 2-10a BOX(3"XO.125");OR FACE NAIL RAFTER OR ROOF SPAN 150 mph 140 mph INCH FROM THE EDGE OF THE PANEL. 2 STAPLES 1 s/a" TRUSS SPAGIN6 (FEET) TABLE R501.2 G. ANCHORS SHALL PENETRATE THROUGH THE 3-ad Box 2 "Xo.113";OR ROOF PITCH ROOF PITCH 2-ad COMMON(2Y2"XO.131");OR <5:12 >5:12 <5:12 >5:12 DECK LEDGER CONNECTION TO BAND JOISTab EXTERIOR WALL COVERING WITH AN EMBEDMENT A I" X b"SHEATHING TO EAGhI BEARING 2-10d BOX(3"XO.12a");OR FACE NAIL LENGTH OF NOT LESS THAN 2 INCHES INTO THE 2 STAPLES,I"GROWN, 169a.) 3/4" LONG 12 Ibl 151 lqg lab (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD 10 PSF, SNOW LOAD < 40 PSF 3-Sa Box(2 "x0.113");OR la 20b Iq5 257 242 BUILDING FRAME. FASTENERS SHALL BE LOCATED Z J015T SPAN 3-IddCOM 3 xo.2".130RI);OR 24 256 23q 517 2qa CONNECTION DETAILS NOT LESS THAN 2 2 INCHES FROM THE EDGE OF THE tu b'AND LE55 6' I"TO b' a'I"TO 10' 10'I TO 12' 12'I TO 14' 14'I" TO Ib' I6'I TO Ib' 28 2aq 26q 355 335 CONCRETE BLOCK OR CONCRETE. 3 STAPLES, 1"GROWN, I690.,l %"LONG 12 O.G. 32 521 2qq 3qa 373 ON-CENTER SPACING OF FASTENERS INCH DIAMETER LA,SCREW cd 6. PANELS ATTACHED TO MASONRY OR 0 20 1"X a"AND WIDER SHEATHIN6 TO EACH BEARING WIDER THAN I" X 8" FACE NAIL 36 555 32q 43b WITH'4 INCH MAXIMUM SHEATHING 411 30 23 la 15 13 II 10 MASONRY 0 4-5d BOX(2 �"X0.113");OR 42 402 375 4qq 46a /STUCCO SHALL BE ATTACHED USING 0 3-5d COMMON(2 Y2"XO.131");OR 45 450 420 560 524 M INCH DIAMETER BOLA WITH INCH 36 36 34 2q 24 21 Iq VIBRATION-RESISTANT ANCHORS HAVING AN 3-lod BOX(3"X0.12a");OR MAXIMUM SHEATHING Z 12 214 20l 263 247 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS O 4 STAPLES,I"GROWN, Ibgo.,l 1/4" LONG la 277 25q 342 322 INCH DIAMETER BOLT WITH I-INCH 36 36 2q 24 21 16 16 MAXIMUM SHEATHING THAN 1500 POUNDS. FLOOR 24 540 31 b 422 3016 V 4-ad BOX(2 "X0.113");OR 2b 3a4 35a 476 446 FOR 51: 1 Inch - 25.4 mm, I foot -504.5 mm, I pound per square foot = 0.041q kPo (() (V - I6 O.C, a.Ledgers shall be flashed In accordance with Section R703.4 to prevent water from contracting the house band joist. Z Z z 3-5d COMMON(2 Y2"XO.13I");OR 32 427 3qa 52q 4q6 b.5now load shall not be assumed to act concurrent) with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER 21 JOIST TO SILL,TOP PLATE OR GIRDER y 3-IOd BOX(3"XO.12a');OR TOE NAIL 36 46q 43a 5a3 547 c.The tip of the lag screw shall fully extend beyond the inside face of the band joist. TABLE R30I.7 in �11 3-3"XO.131"NAILS 42 535 4qq 664 622 d.sheathing shall be wood structural panel or solid sawn lumber Z N N +� F- ad BOX(2 "XO.113") 4"O.G.TOE NAIL e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. O 111 111 111 O 4a 5qq 55q 745 bq7 to 1/2-Inch thickness of stacked washers shall be permitted to substitute for u to 1/2-Inch of allowable ALLOWABLE 0 0 0 0 Z RIM JOIST,BAND JOIST OR BLOCKING TO 51LL OR TOP ad COMMON(2 VXO.I31");OR p p STRUCTURAL MEMBER 22 PLATE(ROOF APPLIGATIOINIS ALSO) 10d BOX(3"XO.I2a");OR b"O.G.TOE NAIL sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION 3"xO.131" NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.5mm, I MILE PER HOUR= 0.447 m/s, _ _ 3-ad BOX 2 "XO.I13";OR I POUND =0.454k I POUND PER SQUARE FOOT = 47.q Wm-,-I If 14.6 N/m RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 n W 2-ad COMMON(2 Y2"Xo.131");OR g' p TABLE R50-1.2.) WITH NO FINISHED CEILING ATTACHED TO ~ 23 I"X b'5UBFLOOR OR LESS TO EACH J015T 3-I0d BOX(3"X0.12a");OR FACE NAIL PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS m o 4 2 STAPLES, I"GROWN, lbgo.,l s/a"LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF 3-I6d BOX OR HEIGHT AND WIND EXP05URE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIF MINIMUM END AND EDGE DISTANCES AND SPAGIN6 BETWEEN ROWS UPLIFT MINIMUM WALLS AND PARTITIONS H/I50 (3Y2'XO.I35"); 24 2"5U5FLOOR TO JOIST OR 61RDER BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE PORTION OF THE 2-I6d COMMON(3Y2"X0.162") C, FLOORS 1-/360 TABLE U51NO THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE TOP EDGE BOTTOM EDGE ENDS ROW 5PAGIN6 25 2"PLANKS(PLANK dBEAM-FLOOR E ROOF) 3-I6d BOX(3 Y2'Xo.I35");OR AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE GEILIN6 WITH BRITTLE FINISHES (INCLUDING L1360 > 2-I6d COMMON(3 Y2"XO.162") a d 3 b 5 b PLASTER AND 5TUCG0) TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LEDGER 2 INCHES /4 INCH 2 INCHES I /8 INCHES 3-I6d COMMON(3 "XO.162") HEIGHTS. CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 4-10 BOX(3"XO.I2a");OR BAND JOIST 5/4 INCH 2 INCHES 2 INGHESb I % INGHESb 26 BAND OR RIM JOIST TO JOIST 4-3"XO.131"NAILS;OR END NAIL b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 GYPSUM BOARD) 4-3"X 14go.STAPLES,J"GROWN ASSEMBLY DEAD LOAD OF 15 PSF. FOR 51: 1 INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 NAIL EACH LAYER AS FOLLOH5: C. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF a. LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R50`7.2.1(1).20a COMMON(4"XO.Ig2");OR 52"O.G.AT TOP AND BOTTOM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. EXTERIOR WALLS - WIND LOADa WITH PLASTER OR 1-1/360 AND STA66ERED d. THE TABULATED UPLIFT -CONNECTION FORGES SHALL BE PERMITTED TO BE C. FOR ENGINEERED RIM JOISTS,THE MANUFACTURERS RECOMMENDATIONS SHALL 60VERN. STUCCO FINISHES V 24"O.G.FACE NAIL AT TOP d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LA6 SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WI1TI FIGURE F507.2.1(I). Tod Box(3"xo.12a");OR MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN b FEET OF BUILDING EXTERIOR WALLS - WIND LOADS H/240 21 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131" NAILS AND BOTTOM STAGGERED ON e WITH OTHER Z Z= OPPOSITE SIDES CORNERS. BRITTLE FINISHES AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED rz 2-20d COMMON(4"XO.IcI2");OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. TH15 TABLE: R402.1.4 - 2020 NEW PORK STATE ENERGY CONSERVATION CODE d 3-Tod BOX(3"XO.125");OR AT EACH SPLICE EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120 3-3"X0.131"NAILS REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED .FINISHES FORGES. EQUIVALENT U-FACTORS _ 4-I6d BOX(3�"XO.1359OR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT LINTELS SUPPORTING MASONRY VENEER WALL5e 1-/600 (V 2a LEDGER STRIP 5UPPORTiwE JOISTS OR RAFTERS 3-I601 COMMON(3 Y2"X0.162'9;OR AT EACH J015T OR RAFTER, CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 If FOR EACH FULL 4-IOd BOX(3"xo.12a");OR FACE NAIL i' CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 4-3"XO.131 NAILS WALL ABOVE. FENESTRATION SKYLIGHT GEILIN6 FRAME WALL MA55 WALL FLOOR BASEMENT WALL CRAWL SPACE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS 2q BRIDGING OR BLOCKING TO JOIST �--] Z 2-lod WXO.12a") or 2-ad comm EACH END,TOE NAIL R U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN common EACH LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS U-FACTO (2)5"X 0.151";or 2-3"X 0.151")malls SHALL BE PERMITTED. AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS XX h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED f OBTAINED FROM THE TABLE R301.2(2). TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 4 0.32 0.55 0.026 0.060 _ O.OgB 0.047 0.05q 0.065 :' b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE 1-a THE LENGTH OF THE CANTILEVER. _ O 5 0.50 0.55 0.026 0.060 0.052 0.055 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN TABLE R602.3(3) ROOFS OR WALL5 OF SUNROOM ADDITIONS OR PATIO V WOOD PANEL WALL SHEATHING FASTENINO SCHEDULE AS MAX. AS MAX. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS PROPOSED AS MAX. -V.I.F. -V.I.F. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF 'fRUG 5 TURAL PANEL THICKNESS STUD SPACING SPEED VULT�'H) O MINIMUM NAIL MIAIRuo WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGIN6 ULTIMATE DESIGN WIND GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED O O O PENETRATION PANEL SPAN (INCHES) (INCHES) EDOE5 FIELD WIND EXPOSURE CATEGORY L/175 FOR EACH OLA55 LITE OR L/60 FOR THE ENTIRE SIZE (INCHES) RATING (INCHES O.G) (INCHES O.G) B G D LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. nn// bd COMMON 15 24/0 3/6 16 6 12 140 115 110 TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR WALL5 OF (2.0"XO.113") 5UNROOM ADDITION5 OR PATIO COVERS, THE TOTAL LOAD ad COMMON 1 16 6 12 1 1-70 140 155 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. 1� Z_ (2.5"XO.131") 1-15 24/16 1/1b 24 6 12 14O Its IIo d. DEFLECTION FOR EXTERIOR HALLS WITH INTERIOR GYPSUM 3 FOR 51: 1 Inch = 25.4 mm,I MILE F'ER HOUR = 0.447 m/s GLAZED BOARD FIN15H SHALL BE LIMITED TO AN ALLOWABLE o.PANEL STRENGTH AXI5 PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD 5PAGIN6 MORE THAN 16" DEFLECTION OF H/I b0. 0 ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE e. REFER TO SECTION R703.5.2. b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R3012. U-FACTORb U-FACTOR SHOO be R-VALUE R-VALUE R-VALUE i R-VALUE R-VALUE ° 4 DEPTH a WALL R-VALUE LATERAL BRACING REQUIREMENT5 SHALL BE IN ACCORDANCE WITH SECTION R602.10. 0 c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 20 OR 10 CONT. OR 10 CONT. OR w W SPAN RATING. PLYWOOD SIDING RATED I6 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/Ib SPAN RATING. Q O.32 ` . ' I 0.55 . 0.40 4q h 5115, Iq 10 / 2FT. F- WALL-I6 AND PLYWOOD SIDING Iti O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN I6"ON CENTER. / I3 + 5 13 CAVITY 13 CAVITY 5 0.50 0.55 NR 4q 20 OR h 15/17 30 g 15 CONT. OR 15 CONT. OR N ry N z . 10 / 2FT. 13 + 5 Iq CAVITY Iq CAVITY , Q 1U W z AS MAX. t\- PROPOSED AS MAX. -V.I.F. AS MAX. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. � -V.I.F. -V.I.F. � �'.� Q REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES O 0 p OP CoxrlNuous BEAD , F SEALANT ( ' TODD O'CONNELL A,R C H ITECT P.C. / MANUFACTURED THIN-PROFILE VENTED AIR SPACE EXISTIN6 ATTIC VENTILATION BAFFLE / FLOOR ASSEMBLY (FULL WIDTH ATTIC, INSULATTON TODD OTONNELL, AIA INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway PTIONAL ` Suite 120 INTINUOUS MINIMAL ELEVATION �. ' COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 EXPANDING FOAM AT >; CAVITY INSULATION WINDOW PERIMETER ENDING FOAM AROUND - y / A CONTINUOUS AIR BARRIER SHALL BE INSTALLED • IN THE BUILDING ENVELOPE P(631) 650-6666 SECTION THE PERIMETER OF LOOSELY NTINUOUS BEAD AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F 631 650-6667 —�- GUT RIGID INSULATION GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A ( ) — I j OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(516)658-0325 AILING GYPSUM BOARD j AS AIR BARRIER _ �" RI61D INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE rrzr,r;rr ,.�;frl ;C� r,�.rr;I \ I EXISTING BAND JOIST INSULATION �_�`i c SEALED NTINUOUS BEAD • t•_ x•r RETROFIT WITH I In'RI61D INSULATION RIOR INSULATED ]NALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IDOW UNIT A5 OF SEALANT 4-00500 Sca1e3/4• ■ I'-0• SHALL BE ALIGNED WITH THE INSULATION AND ANY AIR BARRIER NTINUOUS BEAD CEILING ATTIC THE INSULATION IN ANY DROPPED GEILIN(5/50FFIT OF SEALANT THIN-PROFILE ATTIC,EAVE BAFFLE AND VENT GAPS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER ACCESS OPENINGS, DROP DOWN STAIRS OR KNEECONTINUOUS MINIMAL EXPANDING FOAM AT NTINUOU5 MINIMAL SHALL BE SEALED WALL DOORS TO UNCONDITIONED ATTICS SPACES 5-01004 Scale�5/4' ■ I'-0" WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME ) ,r. . \ `CP BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE r_ ? J ` j N LL '• . CONTINUOUS BEAD " GYPSUM BOARD --MANUFACTURED RECESSED LI6FfT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE O OF R-3 PER INCH MINIMUM F SEALANT X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO BE SEALED � ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED I NTINUOUS BEAD EILINO JOISTS KNEE WALL5 SHALL BE SEALED WALL5 SHALL BE INSTALLED IN SUBSTANTIAL CONTACT �'` ` AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER OF ADHESIVE ICONTINUOUS BEAD INDOW UNIT AS s OF SEALANT AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS . NSULATED EXTERIOR THE SPACE BETWEEN WINDOW/DOORJAMBS AND WALL FRAMING, AND 5KYLI67HT5 AND FRAMING SHALL BE CONTINUOUS MINIMAL RIOR L —— — SEALED — EXPANDING FOAM AT SHEATHix XPANDIN6 FOAM SEALANT m WINDOW PERIMETER AT PERIMETER 2-STUD CORNER WITH Ix4 BACKER OFNJTEIIALANTBEAD RIM J015T RIM J015T SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED N CONTINUOUS BEAD RYWALL CEILING FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED Z O F SEALANT 5-00006 Scale-5/4• = I'-0' CESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES 8 THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE ii CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY F- NTINUOUS BEAD I NTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH -� ° OF ADHESIVE THE TOP 51DE OF 5HEATHING, OR CONTINUOUS INSULATION Ul OF SEALANT AIR 5MIW AT R�L&M1�IN ATnc Z } NTINUOUS BEAD INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND O NTINUOU5 SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL V Z -FULL WIDTH OF MUDSILL I NTINUOUS BEAD 5O2%I Scab 5/4' ■ 1'-0' PERIMETER FLOOR FRAMING MEMBERS OF ADHESIVE CRAWL SPACE WALL5 OUNDATION WALL I EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, } w LL NTINUOUS BEAD AS AIR BARRIER OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE m w a WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS w p V g v O CONCRETE SLAB AS o AIR BARRIER .• •° PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE d o�w p��_�S n —FLOOR ASSEMBLY LOCKING AS REQUIRED O J-� o SHAFTS OPENING TO EXTERIOR OR " ro v w z UNCONDITIONED SPACE TO BE SEALED m 0-1-s d } _ YPSUM BOARD BOX BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT OR °J 01 CONTINUOUS BEAD Z W V j Q z N}N 0 ° F SEALANT OFNTINUOUS SEALANTBEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT w �"F F-w 0 m� Ll ON INSTALLATION READILY CONFORMS TO THE AVAILABLE WO O °3 0 p�.O z O UJ ATTIC INSULATION _v CAVITY SPACE o _j o w W 0 V ° GEILIN6 J015T rjw �zp viz W v S OFNSE BEAD GARAGE SEPARATION pRAG AL BETWEEN GARAGE AND CONDITIONED } =z p m o V () I NTERIOR 6YMSUM �.�-dw0� • _ RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE d J d V~ J O WALLBOARD AS BARRIER RECESSED LIGHTING w in o o a 3' BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED gyp} CONCEPTUAL AIR SEPAL I NG STR,4TEGY // CONCEPTUAL AIR SE,4L I NC STR, TEC Y // WNC,�UAL AIR SEALING STRATEGY —, z > w d N V N TO THE DRYWALL AIR TIGHT AND IC, RATED MIN z w o z i w m LOWER WALL SECTION UPPER WALL SECTION AT UPPER FLOOR BAND J015r BATT INSULATION SHALL BE OUT NEATLY TO FIT ��0 0�mw tn Stu PLUMBING AND WIRING d O w o`�` F z,w O 5-02011 5calcs5/41 ■ 1'-01 AROUND WIRING AND PLUMBING IN EXTERIOR LL D'L a p o z� ENDING FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION ww�Q READILY CONFORMS TO AVAILABLE SPACE SHALL o o U o lv� 5-02002 Scale:3/4" = I'-O" 5-02003 Scale:3/4" = I'-O" AT PERIMETER u N NTINUOUS BRAD OF w U SEALANT EXTEND BEHIND PIPING AND WIRING F tu I-w p m O�F o RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS z O o 4 u o z " GYPSUM BOARD 5HOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO 5HOWER5 AND �'�'N �"z O RECESSED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL Y v w x O F Z 2) LAYERS 2" RI6 SEPARATE THEM FROM THE .SHOWERS AND TUBS 1D INSULATION TUBS SHALL BE INSULATED v o O�w _� � INSTALL I" RIGID INSULATION INSTALLED DURING FRAMING o d= GUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND w w o Q w RAFTERS FROM SEAL BOTH AIR SEALINS AT RSG�L&ITINS IN ATnc EXTERIOR WALL5 ELECTRICAL OR COMMUNICATION BOXES OR d a a o o o S Ll I" RIGID INSULATION SIDES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH GUT AROUND EXPANDING FOAM SEALANT, g p20gp Scab 5/4• = I'-0• VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE HVAG REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING } -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATEO NSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE WITH EXPANDING �ATTIC, INSULATION K-L 5U5FLOOR OR DRYWALL FOAM SEALANT / XTERIOR WALL INSTALL I" RIGID INSULATION SHEATHING CONGEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONGEALED FIRE VERTICALLY TO CONNECT SPRINKLERS SHALL ONLY BE SEALED IN A MANNER / INSULATING SHEATHING TO RI61D 5-5TUD CORNER WITH RI61D INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. INSULATION BAFFLE. CAULKING OR OTHER ADHESIVE 5EALANT5 SHALL /. FOAM SEAL BOTH JOIN ` 5-0000T scale:5/4• = I'-0• NOT BE USED TO FILL VOIDS BETWEEN FIRE / SPRINKLER COVER PLATES AND WALL5 OR CEILINGS NTINUOUS BEAD W tu J OF SEALANT NTINUOUS BEAD V RIGID INSULATION OF SEALANT O " RIGID INSULATION I N�"XTERIOR INSULATED WALL VIDE BLOCKING AT I I Ll XTERIOR INSULATED STUD CAVITY AT SHOWER ( WALL AT EXTERIOR WALL I I O I NTINUOUS BEAD OF I,. I SEALANT I I NSTALL INTER OR SHEATHING MATERIALS R-VALUES m " EAINNO 1D INSULATION AS ATTIC,EAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHING AS I PRIOR TO INSTALLATION OF MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT I I I PREFAB FIREPLACE UNIT EMENT BACKERBOARD MATERIAL R-VALUE D D 0 5-01006 5ca1e,5/4' = 11-0' 5-01005 5c-1ei5/4' ■ 1'-0' I I I 1 TUB SURROUND FINISH It O IU W W TILE SURROUND FINISH 1 FIREPLACE TUB UNIT v 0 0 0 Z EMENT BAGKERBOARD i UNIT I STUB BUILDING BOARD NSTALL I" RI61D INSULATION a'2") n > AT BOTH HORIZONTAL AND I GYPSUM WALL BOARD 0.45 VERTICAL POSITIONS NSULATED PROVIDE BLOCKING AT BEYOND —` DRAINAGE PLA NSULATED EXTERIOR ! I EXTERIOR STUD CAVITY AT TUB f STUD WALL I 51UD WALL AT EXTERIOR WALL INTINUOUS BEAD GYPSUM WALL BOARD (5/e") 0.5625 r o 0 0 ( I (LEAVE�'GAP FOR EXPANDING EDAM) THIN PROFILE WALL 5HEATHING I `� OF SEALANT �I/ INSTALL EXPANDING FOAM I I PLYWOOD V2") 0.62 SEALANT AT INTENTIONAL GAPS I ( I INSULATED EXTERIOR THIN PROFILE ff I STUD WALL PLYWOOD (5/4") 0.c14 �� �EXI5TIN6 FLOOR 4' SHEATHING AT I RIGID INSULATEO CONTINUOUS BEAD OF ASSEMBLY I NTINUOUS BE SEALANT __CAVITY INSULATION I 1 NTINUOUS BEAD OF I OF SEALANT MINIMUM I" DRIP 1 SELANT SIDING 1 ANUF. 5H01AER 1" RI610 INSULATIO I PAN — ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 SOFFIT CLOSURE-- XPANDIN6 FOAM XPANDIN6 FOAM --WOOD FLOOR ASSEMBLY--- ALUMINUM/ VINYL S 1 D I NG a'2" INSULATION) 1.50 v \-41400D FRAME FLOOR ASSEMBLY OD FRAME —— FLOOR ASSEMBLY FLOORING O ^, r ° HARDWOOD FLOORIN (�/4 . ") 068 ` INSULATED GANTIL.EVER FLOOR °��•� G CAVITY INSULATION WITH I'R161D INSULATION GLosui;m TILE 0.05 5-0I0Iq Sca1e15/4• - 1'-0• AIR SEALING BEHIND SHOVER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING FIREPL.AGE ASSEMBLY THIN-PROFILE 5HEATHIN6//SECTION CARPET WITH FIBER PAD 2.08 5-0100T Ba S a1e.5/4 = I-0' -01012 Scale�5/4• . I'-0' 5-0100q Scale.5/4• = 1'-0• CARPET WITH RUBBER PAD 1.23 ,4TTIG INSULATION II AILING FRAMING i, LOOK GRILLE AIR SPACE 0/2" UP TO 4") 1.00 ,+'-a1 ATH INTERIOR OF --FLOOR DUCT BOOT ELECTRICAL W U IRE — O " SEALANT RIGID ATTIC ACCESS TO ONTINUOUS BEAD OF `1, O i t ROOFING O n T_ INSULATION +I" OF INSULATION B FLOOR TOP PLATE LEVEL PLUMBING PI ACCE55 PANEL ASPHALT SHINGLES 0.44 RAW ACCESS PANEL TOP PLA O 5NUG WITH PERIMETER NSULATED FLEXIBLE DUCT XPANDINC FOAM WOOD SHINGLES EXPANDING FOAM SEALANT Q J SEALANT TIE AT INNER LINER f n ASTIG AT INNER LINER L STUD TRIM AS REQUIRED TI n v , E AT OUTER LINER WALLS DOORS il- �� INISH GEILIN6 ZO WOOD, SOLID GORE (1 5/4") 2.11 INSULATED METAL DOOR (2") 15.00 f] AIR SEALIN5 AT ATTIC,HATCH//FIN1544 SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 Ie,5/4• = 1'-0' " � LU 5-01025 Scale$/4' = I-0 5-01033 Scale�3/4' = I'-0' S-01024 5calo,5/4' • I'-0• POURED CONCRETE PER I W O.OS .9 � m O m � 4 O 0 p GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: " -' CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rg05.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS* AS PER ASCE DETAIL DIAGRAM '�. • � CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE -i-16 - CHAPTER 3 TABLE 03.1 MODEL 1540-510 ' PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE Smart VENT 4/84 SHALL APPLY. THE: CONTRACTOR BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN DUAL FUNCTION FLOOD AND VENTILATION VENT LOAD 877-441- 8368 �•- -� �°• - SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT I' - OCCUPANCY. SUBSTITUTIONS SHOULD BUILDING. (psf) www.smartvent.com A s c I� I Y> c T s FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. 16 114" R/O TODD O'CONNELL NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. 5HINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC, G E I L I N G 5 STRAP SLOTS USE Two f."jWAjR C H I T E C T P.C. AUTHORIZATION BY THE ARCHITECT. R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE TOP AID TYOBOTTOM IT 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO ACOUSTICAL FIBER BOARD 1.0 BEH ND ThERODENT 5GRffH LOUVERS THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS OR TYPE IC, OR NON-IC, WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO I AUrOMATIcALLY oPEN AIm c_o�WITH GYPSUM BOARD (Per INCH thickness) 0.55 8 I TEMPEfLATURE.No ELECTRICITY I5 TO D D O'C O N N E L L, A I A REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLA55 BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. p � NI7-bED AT THE COMPLETION OF: WORK, THE (1/2 INCHES) (2.2) 1200 veterans Memorial Highway ODORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY g v CONTRACTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) (2•15) SILICotEjPOLYURETHANE Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 ADHE5iveLorxnoN Hauppauge,NY 11788 LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3 - ET-., GLEAN GLASS AND LEAVE WORK On FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.0 e P(631) 650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT WOOD FURRING SUSPENSION SYSTEM 2.5 FLOAT SL F(631) 650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: THERMAL INSTALLATION - THE COMPONENTS AC THE BUILDING C(516)658-0325 CARRY WORKMAN'5 COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH AND GENERAL LIABILITY INSURANCE. THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY TSTRAPS"'OON opT"I0, FIGURE ] CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED G O V E R I N G S, ROOF, AND WALL ""OONTOPTNO°" Front View trrir,r�rr,;:f;r- ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALLvmlrr " ' ' ` �• LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER-5 APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. ASPHALT 5HINGLE5 2.0 DOOR CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, 1/2-in. 2.0 „. GUARANTEE HIS WORK ,4ND THE WORK -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS ( er inch thickness) FIGURE 2 A S�APs S.S.G. 153 TYPE-I) MEMBRANE TO BE p OF HIS SUBCONTRACTORS FORA TESTED AND VERIFIED AS HAVING < 3 ACH50 IN GZ4A 5 ABA. FIBERBOARD � �rQ f CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE � � 1.5 Side View 12•t4AxFRor4 � PERIOD OF ONE YEAR ,4FTER TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE O g FIGURE 3 FINAI 612ADE as V COMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURERS INSTALLATION POLYSTYRENE FOAM 0.2 Side View a � • � �,° 4�✓ EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. URETHANE WITH FOAM FOAM 0.5 nF: OTHERWISE SPECIFIED. ALL WORK R402.4.4: COMBUSTION CLOSETS - ROOMS GONTA,INING FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST PLYWOOD (per 1/5-In. THICKNESS) 0.4 SHALL BE PERFORMED IN FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. p T�*6 � v-� 0 BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE STRAP DETAIL. I �0 �°°��cem! I �' O ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EXCEPTION: DIRECT VENT APPLIANCES WITH 30TH INTAKE AND TEETH MUST CLICK IN TIGHT ID TMc _ SMART VENT. DI IAI FFNTION I IAX)D PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. RIGID INSULATION, I/2-in. 0.�15 ;._. INSURE SECURE INSTALLATION. xioa �� 877-441-8368 AND VIiNIILATll)N VhNT - WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE �J n BEFb PAST q0' tYWW.51MR1VEM.COM MUOF:I.1540-510 \y INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.13 OF THE SKYLIGHT, METAL FRAME, WIRE GLA55 8.0 3PRIN6BAGK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING Isao-s10 OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0 1.ar 2 c�, AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL CONGEALED BOXES SHALL BE SEALED. DRAFT OPENINGS (BOTH VERTICAL TO 6 BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE WATERPROOFING MEMBRANE � ' AGAINST ALL CLAIMS, DAMAGES, OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE 1.5 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUE5 AND GLAZING R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.-1 INSTALLATION INSTRUCTIONS ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOGKINO IN DETERMINE AIR LEAKAGE. FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY FLOOR FILL Smart VENT & DETAILS � RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE to OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 8.O 877-441- 8368 MODEL 1540-510 GLASS WINDOWS AND DOORS 5PEGIFIGATION5. DUAL FUNCTION FLOOD AND VENTILATION VENT SUCH CLAIM, DAMAGE, 1_055 OR SPACES AT THE CEILING AND FLOOR THE BUILDING THERMAL ENVELOPE. SAND, PER INCH www.smartvent.com REV 5-15-09 EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION 8.0 R308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: STONE CONCRETE, PER INCH 12.0 INSTALLATION INSTRUCTIONS BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE NYS. ALL OLAS5 IS TO BE INSULATED -SUPPLY DU-T5 IN UNCONDITIONED R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED A5 DUCTS OR F L O O R 5 AND FLOOR F I N I S H E 5 1. Remove vent door from vent frame.(Turn upside down,rotate bottom of door outward and slide out) z OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPED I F I ED. ATTICS OR OUTSIDE THE BUILDING PLENUMS 2 Prepare a CLEAN 16 25"wide by 8 25"high rough opening(approx.1 block wide X 1 block high)for each vent Ensure the bottom of the < v DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-5. CERAMIC OR QUARRY TILE (3/4-in.) rough opening is no more than 12"above the finished grade H - (OTHER THAN THE WORK ITSELF R403.4: MECHANICAL SYSTEM PI PING INSULATION - CARRYING 16.0 3 Apply a bead of silicone or polyurethane adhesive around the back of the flange on the vent frame(FIG 2) J INSTALL GLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED o o ON I/2-in. MORTAR BED I NGLUD I NG THE LOSS OR USE PLUMBING CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >105 F OR <55 F, INSULATE TO R-3 MIN. 4. Bend the 4 steel straps to the thickness of the wall measuring from the end with the teeth(see STRAP DETAIL) . 5. Insert the top straps into the top two strop slots about two clicks O v, RESULTING THERE FROM). (5) IS CONTRACTOR SHALL INSTALL WATER CERAMIC, OR QUARRY TILE (3/4-In.) 25.0 �- SL I D I NG GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. 6 Insert the vent frame in the cut opening The bent strap ends go N then up behind the inside of the wall. CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R403.6: MECHANICAL VENTILATION - THE BU I LD I1�6 SHALL BE ON I-In. MORTAR BED Push the frame tight against the face of the wall Ensure the frame is flush and square in the opening(FIG 3) v Z INDICATED.I GATED. PROVIDE HOT AND GOLD PROVIDED WITH VENTILATION THAT MEETS THE REOU I REMENT5 OF 7 Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face The sharp point of the NEGLIGENT ACT OR OMISSION OF THE CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. CONCRETE FILL FINISH (PER INCH THICKNESS). 1.0 straps should not extend past the front oftheventface.Installthetworemalmngbottomstraps. CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. 2020 NYS RESIDENTIAL GODS 3 TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS I N UNCONDITIONED TI ONED 8 Re-check that frame is square and slots are clear of debris,and caulk � 4 ANYONE DIRECTLY OR I ND I REGTLY ALL WATER PIPING TO HAVE HARDWOOD FLOORI N5, •7/`7-In. 4.o 9. Install the door into frame by grasping the bottom of door(with float pins down)and front(small screen in front) Sl ide door into frame m O J= V LL AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST 1-�11 GLEANOUT5 AT ALL CHANGES OF THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER and rotate until it is latched z EMPLOYED BY ANY OF THEM, OR 5TRI GT ACCORDANCE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 10. To open the door insert two credit cards into the float slots as shown in the diagram.This will unlatch the door for removal and cleaning� w w ANYONE FOR WHOSE AGT5 ANY OF DIRECTION AND AT BASE OF THAN b Q�N Q a� MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON MARBLE AND MORTAR ON STONE-CONCRETE FILL 55.0 THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4" CAST IRON O.OI X GFA + 7.5 X (# OF BEDROOMS + 1) DETAILED SPECIFICATIONS, o LL m u-pv_ WINDOWS ARE TO BE CAULKED AND RETURN DUGT5 I N BASEMENTS. MATERIAL:STAINLESS STEEL O OF WHETHER OR NOT IT' IS CAUSED IN THROUGH FOUNDATION WALL PITCHED *GFA = CONDITIONED FLOOR AREA SLATE (PER min THIGKNE55) 15.0 OPERATION FLOOD:AUTOMATIC NON-POWERED ACTIVATION AND OPERATION N w }= SEALED AS PER 2020 NYSEGG VENT REMAINS CLOSED AND LACKED UNTIL ACTIVATED HIt PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 25.0 OPERATION AIR:AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEC. NO POWER REQUIRED z z kj�z ° Ln m HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS PANS UNDER ALL SLIDER DOORS AND -ALL JOINTS SEAMS AND R405.7: EQUIPMENT SIZING - PER ALGA MANUEL e, BASED ON INsrALunoN: �FFzw�n> Ll FOLLOWS: LOADS CALCULATED PER ALGA MANUEL J. SUBFLOORING, 3/4-In. 5.0 SECURED W/4 STAINLESS STEEL STRAPS SUPPLIED V A'O Z Q O itu ASSEMBLIES, AND METHOD OF WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY HYDROSTATIC RELIEF: 200 Sq. Ft per Vent ° J to F Y CONSTRUCTION INCLUDING BUT NOT III DISH WASHER 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, FLOORS, WOOD J015T (no luster) IOC• 16a�. VErmunoN: s, sq. In. per Vent NOTE:VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION w�F=dx a IDz W U 1- REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2 TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), R404.1: LIGHTING - A MINIMUM OF '10% OF PERMANENTLY JOIST SIZES (in.) (Le�T2) (LB/FT2) COLORS: STAINLESSEXTERIOR (STANDARD)OWDER COATED WHITE, WHEAT,GRAY,AND BLACK (AVAILABLE) w F N H 13 m O T_ O BLOCK-WORK, FRAMING, NAILING, LAVATORY I I/4" _ _ INSTALLED FIXTURES MUST HAVE HIGH-EFFIGIENGY LAMPS. lo�ppvLL��w��z n -o w v H PLAG I NO OF CONCRETE:, ETC. ARE TO SHOWER 2 HARDWARE A5 REQUIRED. ALL GLASS TAPES DUCT TAP IS DDE DO-T ABRI G, OR LOW-VOLTAGE LIGHTING EXEMPT 2x6 6 5 MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: 11 a��~ ~ Z 4 O BE CAREFULLY SUPERVISED BY THE TOILET 3" 2x5 (0 6 FEMA,NFiP,ICC,&ASCE Q V JS w F O J R} 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R30&- SUPPORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5),ASCE 24-05 CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 -1 6 ICC EVALUATION nESR-2074 „�,,,, o >>-w'- IN ACCORDANCE WITH 77HE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOOKING-TYPE LONGITUDINAL 2x12 8 4 5PEGIFICATION5, APPLICABLE -ODES THROUGH THE ROOF. PROVIDE FROST NO LE55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R305.1.1 EACH PANE OF FL�w o o FRAME PART I T I O N 5 WNwWV< F- AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDER5EN UNLESS INDICATED OPERATING AT LESS THAN 2" w.g. GLAZING INSTALLED IN HAZARDOUS LO-ATION5 AS DEFINED IN ( sf) o W W��u FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 8.0 PLlO> =O IT_oa� !SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOOKS. THE WATER -DUGT5 SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLA5TERED 4.0 a l M I-o��%�o } PERMITTED WITHOUT W�:ITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACGORDANGE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING v�tn�Q N °z m FRAME WALL 5 AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL 3�°z �tno� 3P THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF T-r EXTERIOR STUD WALLS: ��O j�OF'z`o�w PAINTING AND STAINING -COOLING DUGT5 WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID . CHED, D<x ILI RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLON11,10 IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED CERAMIC-FIRED LASER ETCHED EMBOSSED, OR BE A ul w a<z w Q Q u 2x4 ® 16-in., 5/8-in. GYPSUM, x= z=i _ DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-in. SIDING 11.0 PP Q Q N o o o p ALL DIMENSIONS AND C:ONDITION5 PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 a 16-in., 5/8-in. GYPSUM, CONTRACTOR TO REMOVE 4 PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A R305.4 HAZARDOUS LOCATIONS - THE LOCATION. 5PECIFIED IN INSULATED, 3/,5-in. 51DINO 12.0 H RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL IS THE INTENT OF THESE MEANS FOR BALANGINO AIR AND SECTIONS R30,5 4.1 THROUGH R308.4.7 SHALL DE CONSIDERED TO BE EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE FURP05E OF GLAZING EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 �J/ II DIAMETER WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED R305.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, GLASS, FRAME AND SASH &.0 REFLECTIVE WHITE THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHES: SITE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 31.0 THE CONSTRUCTION TYPE STAKEOUT IS TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING 15 LESS THAN 60 & IN 7q.0 DESIGNATION SHALL BE SUBCONTRACTORS COST FOR THE INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115. "I" "II", "III", "IV", OR "V" t-- LIGENSED SURVEYOR _iTAKING AND CHANGED UNIT. LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- I6 IN 155.0 TO INDICATE THE CONSTRUCTION W AND BENCHMARKS. VERIFY ALL GIVEN DOORS FRAMES TRIM AND BASES THE LARGEST ZONE. - GLAZING 15 WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES: CLASSIFICATION OF THE HVAG WYTHES THICKNESS (IN INCHES) 4 6 5 10 12 DATA ON DRAWINGS, IN CASE OF ONE GOAT WOOD FILLER OR STAIN -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE STRUCTURE UNDER IBC DISCREPANCY, SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOATS M-KLU5KY'5 ELECTRIC SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED 51DE OF DENSITY OF UNIT (105 PGF) RECEIVE SECTION 602 CLARIFICATION FROM ARCHITECT PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT 22. 24.0 51.0 34.0 45.0 PRIOR TO PROCEEDING EXCAVATE ROOMS $ CONFORM WITH ALL STATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R305.4.3- GLAZING IN WINDOW z0 AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN cl 5Q.FT. (GROUT SPACING) AND BACK FILL FOR WORK INDICATED li 48 IN. O.G. 2q.0 38.0 47.0 55.o REFLECTIVE RED F- ON DRAWINGS. STOCKPILE TOP501L PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING 15 LESS THAN 18 ABOVE THE FLOOR it 40 IN. O.G. 0.0 40.0 4C1.0 5-i.0 PANTONE # la-7OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING IS MORE THAN 36 ABOVE FLOOR AND 32 IN. O.G. 52.0 42.0 52. 61.0 z z z GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBU5TABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED , 0 l4 1U AND BUILDING SITE. STOCKPILE ALL 24 IN. O.G. 34.0 46.0 57.0 64.o z0 w � w >� FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING I6 IN. O. G. 40.0 53.0 66.0 EXCAVATED MATERIAL. NEW AND -Iq.O EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 -t5.0 C15.0 115.0 0 0 0 0 z0 TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLA5 GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R305.4,5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING IS LE55 THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASGE STANDARD - MINIMUM DESIGN TREE ROOTS, ROCKS AND DEBRIS. DESIGNATION FOR STRUCTURAL WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH PRATT 4 -ON5TRUGTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WAL,�KING DENSITY OF UNIT (155 PGF) LOAD FOR BUILDING STRUCTURES AND ALL SURPLUS MATERIAL THAT IS � COMPONENTS THAT ARE OF WITH MASONRY SHALL BE AGQ. ALL LAMBERT DUTCH BOY. CABOTS BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -ASGE-7-16 Ln < UNSUITABLE FOR BACK FILL MATERIAL � � values for differ (PGF) TRUSS TYPE CONSTRUCTION III r �o � � Q SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 M-KLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R305.4.6 GLAZING ADJACENT TO STAIRS AND RAMP5- GLAZING 2 STROKE PROTECT ALL TREES INITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN SOLID CONCRETE MASONRY UNIT WYTHES: FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 514" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 56" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF WYTHES THICKNESS (IN mm) 4 6 8 10 112 APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR AR-HITEGT'5 AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIR. OR RAMPS DENSITY OF UNIT (105 PGF) "F" FLOOR FRAMING, INCLUDING y 32.0 51.0 bq.0 8'1.0 105.0 ■ ■ BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (I35 PGF) GIRDERS AND BEAMS WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (155 PGF) 41.0 60.0 ST 102.0 153.0 ■ ■ "R" ROOF FRAMING WORK. 41.0 4.0 87.0 I10.0 133.0 STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING BUILDING "FR" FLOOR AND ROOF FRAMING CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED A5 PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING 15 LE55 THAN 36" ABOVE THE LANDING AND WITHIN " WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR STANDARDS AND CODES . , ■ ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE NEW PORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LESS THAN 180 DEGREES PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES SAMPLE -TITLE Iq NYCRR PART 1265.4 ' I ' FROM THE BOTTOM GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A PLACE ENGINEERED WOOD PLACARD �•M "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF TREAD N051NO CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. ON OR ADJACENT TO ELECTRICAL METER Box . \ THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. v SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT 5Y5TEM. ALL GYPSUM -INSULATE GIRGULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED PORTLAND CEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE FOR ALL WINDOWS A5 PER 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION R305.1 TRUSS DES 1 ONATI ON S 1 O N N r PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, -1-BEADS. GIRGULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE GIRGULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A SCALE: NTS Q= CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET Q CONCRETE OCCURS, USE MIN. 165A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LESS THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT (� r NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TEGO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE LESS THAN 6 FEET & INCHES Z SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: < u �.._ TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR TABLE 1: MINIMUM INSULATION THIGKNE55 FOR CIRCULATING HOT WATER PIPES AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105OF OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THICKNESS IN INCHES BY PIPE SIZES BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENIN05. BELOW 55OF MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEC. R512.2.2 LE55 THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-GIRGULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS U >-I ADDITIVES SHALL BE ALLOWED FOR STUDS JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I UP TO 1.25 1.5 TO 2.0 OVER 2 WITHOUT WRITTEN PERV15510N OF THE BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LESS THAN 7 FEET 1 FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE 140-I60 0.5 1.0 1.5 2.0 O ARCHITECT ALL CONCRETE IS TO BE ASTM F20g0 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM O (� MIN. 3,500 P.S.I. AT 28 DAYS 8 4,000 LENGTH. NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF 140GIGO O.5 0.5 I.O 1.5 P51 FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY 1. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-130 0.5 0.5 0.5 1.0 O O O SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO REQUIRED BY NYS GORE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LE55 THAN THE AREA REQUIRED BY SECTION R510.2.1 INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES nn FOOTINGS ARE TO BE A MIN. 8" DEEP BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD � SHELF, ALL LINEN 1l__ z PROJECTING (5" ON EACH SIDE OF THE AND/OR GRAVEL AT 2000 LB5 PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM DEFORMED BARS CONTINUOUS IN THE FLUID TEMP, INSULATION THICKNESS IN INCHES BY PIPE SIZE 44 FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" OC CONSULT ENGINEER IF DIFFERENT SOIL ALL SWITCHED TO BE LOCATED 36 La MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS FOOTING. ALL 4" THICK. CONCRETE SLABS TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRESSURE/TEMPERATURE 201-250 1.0 1 ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL .5 1.5 2.0 WIRE REINFORCING. ANISHOR BOLTS IN LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 W FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND STEAM CONDENSATE m O its. CONCRETE SHALL BE HOOKED 5/8" X �I 12" AT MAX. 3' O.G. PROVIDE BITUMEN FAUCETS TO BE SUPPLIED BY OWNER EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR N (FEED WATER) ANY 1.0 1.0 1.5 2.0 L N Z AND FOUNDATION WALLS. NOTE: ALL NON-ENGINEERED LUMBER COOLING SYSTEMS Q TO BE DOUGLA5 FIR #2 OR BETTER i- z 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 LU 3 BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5 m Q