Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
51558-Z
�o4*uF SouTyolo Town of Southold * * P.O. Box 1179 53095 Main Rd UNT1, � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46373 Date: 08/06/2025 THIS CERTIFIES that the building Swimming Pool with Fence-In Ground Location of Property: 845-Rosewood Dr Mattituck, NY 11952 SecB lock/Lot: 113.-2-7 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/14/2025 Pursuant to which Building Permit No. 51558 and dated: 01/15/2025 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: Accessory inground swimming pool fenced to code as applied for. The certificate is issued to: Jose Pirir-Cotzojay Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51558 6/23/2025 PLUMBERS CERTIFICATION: / A t orize Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51558 Date: 01/15/2025 Permission is hereby granted to: Konstantinos K Kousiaris 63 Hilltop Dr Manhasset, NY 11030 To: Construct an inground swimming pool accessory to an existing single-family dwelling as applied for. Pool and pool equipment must maintain minimum side and rear yard setbacks of 10ft. Premises Located at: 845 Rosewood Dr, Mattituck, NY 11952 SCTM# 111-2-7 Pursuant to application dated 01/14/2025 and approved by the Building Inspector. To expire on 01/15/2027. Contractors: Required Inspections: Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO Swimming Pool $100.00 Total $400.00 Building Inspector o��pF SOUr��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'lh Q 0, /I.UNTN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Konstantinos K Kousiaris Address: 845 Rosewood Dr City: Mattituck St: NY Zip: 11952 Building Permit#: 51558 Section: 113 Block: 2 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL:ELECTRIC CODE Contractor: Electrician: SA Electrical License No: 62094ME SITE DETAILS Office Use Only Indoor 177, Basement Service (- Solar F Outdoor r: 1st Floor F Pool Spa r Renovation F 2nd Floor Ir Hot Tub F Generator Survey IF Attic rFj- Garage rl Battery Storage (- INVENTORY Service 1 ph r Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 1 4'LED Exit Fixtures Other Equipment: Intermatic Pool Panel 8 Circuit/ 7 Used, Pump 220GFI, Heater 220GFI, Hayward _Salt Gen., (1) Light 120GFI, Light is Waterbond Notes: Pool Inspector Signature: X Date: June 23, 2025 Sean Devlin Electrical Inspector sean.devlin(d�town.south old.ny.us 845RosewoodPool SOUIyOIo vv�� J * # TOW F SOUTHOLD BUILDING DEPT." N JC 631-765-1802 INSPECTION [ ] 'FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION" [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O [ ] RENTAL REMARKS: 4 DATE . .- INSPECTOR OFSOGIy°� - # # 4W; NL OF OUTHOLD:BUILDING DEPT Comm 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE,,RESISTANT CONSTRUCTION - [ ] FIE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: 0-p QfA ;k, amel to ~ly DATE INSPECTOR SOUIyo� # # TOWN OF SOUTHOL- D BUILDING DEPT. coum, 631-765-1802 IN -. S PECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND . [ NSULATION/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: Mov (I V& 6 g _ , ,6A f.-I . kiqht n Cori 2 q OD 60-6 musl:f- NA/I V*- haz � . m w V1 DATE )'F ()o - ANSPECTOR OF SOUTy�6 - # # : TOWN OF SOUTHOLD BUILDING DEPT. �y^gum, 631-765-1802 INSPECTION, [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) &rELECTRICAL (FINAL) [ _ ] CODE VIOLATION �-lpll C/O [ ]. RENTAL REMARKS: DATE INSPECTOR P1044110S 10 unnol ;usua,jedaCl 6ulplln8 C r & ► a f i' t W L A U G - 5 2025 Buildinr, department Town of Southold �Q PIRIR RESIDENCE JOSE PIRIR ROSEWOOD DR �-- MATTITTITUCK,NY 11952 s u d AS-BUILT LETTER: DAVID MARTINS TO WHOM IT MAY CONCERN: RA,LEED CERTIFIED 16 MIDTOWN Ro CARLE PLACE NY 11514 Attached are the revised construction drawings and further details reflecting all as-built conditions and changes per- formed'at 845 Rosewood Or in Mattituck. email:dm@architectsmad.com The revisions are as follows: cell:(631)332-3021 A-007-Revise pool from a gunite,as previously shown,to vinyl lined. A-100-Revise pool from a gunite,as previously shown,to vinyl lined. If any further clarification please do not hesitate to contact my.office. Sincerely, David Martins �R�U aR00 Cy C9 o ry n.� o4014 qTf OF N � ECC EVE AUG -- 4 2025 Building Department Town of Southold II FIELD INSPECTION REPORT DATE COMMENTS ON Cn� L FOUNDATION (1ST) y Vt ----------------------------------- FOUNDATION (2ND) z O y ROUGH FRAMING& a PLUMBING N � J �r y INSULATION PER N.Y. �- STATE ENERGY CODE WA '1LW 10 i m� FINAL _ �. � � Wl✓li/1 �K ADDITIONAL-COMMENTS I PIT b� ¢' �S F er_ � ve c4- /o9 ,92- �• o r z U � o � z x x d b y o,,Sf p . TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main"Road P.-O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.soutlioldtowiuiy.gov Date Received APPLICATION FOR .BUILDINGPERMIT For Office Use Only I CC C i... JAN 1 .4 2025 PERMIT NO. ' 1"J� V Building Inspector: Applications and forms must be filled out in their,entirety Incomplete '"'x,l;'r;:e', ^"° a:�t"iea 4r�f.'.,...; applications will not be accepted:;'Where the Applicant is not the owner,an ''�Y �' - .<<cfi��calEl Dinner's Authorization form(Page 2);shall kie completed ,. „Date: IA, /a 5 'iOWNER(S)OF PROPERTY Name: 3osE P,rz,Q SCTM # 1000- 113 - a - Project Address: Sys RosEw000 M Ma-rT -rL"" .Ny •05R 2_ Phone#: 631- 34oEmail:�50sE. plplp @ yAHoo..COM Address.Mailin.. Q MA-rTITu� R -Ny •Il �2 .. ,- .... 8`15 1203Ew000.....°.. . ..... . _. CONTACTrPERSOIV Name: ScsE Pia i� Mailing Address: 545 Posew000 oR Ny •J1R32 Phone#: 63)- 34o- 59so Email: SosE. piRi2 DESIGN PROFESSIONAL'INFORMATION ` Name: pA,r,D MAIETiNs_.. Aecu,rEc-rs,mro. Mailing Address: $ M.iorow j —0 CA-LE PcAce my- •l�s�y Phone#: 631 - 332 - 30a) Email: 4 ,@ AacMrnECTs mA ..eam .. CONTRACT OR � Name: 5ose P�2�rt Mailing Address: 5� 5 P-osEw000 rw MA-rTI-rw* •MY •llQ3'Z Phone#: C,3)- ace - 595o I TEmail: SosE. P112,2@_YANoo:cane... .. .. DESCRIPTION.OF PROPQSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ®Other New iN- Gaoor i6 Pool_ $ 3bi 000 Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? J@Yes"❑No 1 i PROPER T,Y'INFORMATION Existing use of property: Intended use of property: SINGLE FAMicy DWE�uN6 NO .CHANGE _ i Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to P,_90 this property? ❑Yes �RNo IF YES,PROVIDE A COPY. 81eCIC QOX After Radln ;.The owner/contractor/design professional is re;possible for all drainage and storm.water issues as provided by ' Chapter 2*9f the Town Code. APPLICATION IS!HEREBY MADE to the Building:Department for the issuance of.a Building Permit pursuant to,the Building Zone, Ordnahce'of the Towri of Southold,-Suffolk;County;New York and other applicable Laws;Ordinances:or'Regulations,for the construction of buildings, ,additions,alterations or for removal or demolition as herein described The applicant;agre.es to comply with all applicable laws,ordinances,building code; ;housirig code artd regulations and to admit authorised inspectors ortpremises.and in dilding(s)for necessary inspections,false statements made herein ire" =punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State penal Law Application Submitted By(print name): -:JcfsL 0,- y ❑Authorized Agent ❑Owner Signature of Applicant: 3lYSe )ov Date: STATE OF NEW YORK) COUNTY OF ) ids E tF►212 being duly sworn, deposes and says that (s)he is the applicant (Narne of individual signing contract) above named, (S)he is the Own,E1L C0r0 TVACMF_ (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 \L� day of , 202 N a y Public 4;TlonZ•:mw r,1li�lx;1 uolsslultuu� PROPERTY OWNER AUTHORIZATION SitmoOylupnS ill poil}1610.. IMZZ(H),1111010M uolpuis.,III (Where the applicant is not the owner) N�i4 ANOAAVIN:10ALV.LS JritlnJ'ANVJ.uN O(IV.')'lil(I xllONAll'I'10JIN iISSINVID I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building.Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 S�FI:p( C, BUILDING DEPARTMENT- Electrical Inspector. �O ooy TOWN OF SOUTHOLD Town.Hall Annex - 54375 Main Road - PO Box 11.79' o • Southold, New York"11971-0959 Telephone (631) 765-1802 FAX (631.) 765-9502 jamesh(a)southoldtownny.gov seand(aD_southoldtownny'.gov : . APPLICATION. FOR,ELECTRICAL JNSPECTION ELECTRICIAN INFORMATION (An Information Required) Date: Company Name: . > �lgt✓TO 10L1 L LNG Electrician's Name:. ,CA- � . License No.: /� =�� Elec. email: Elec..Phone No; .q 7 :- :W 55.441 3 01 request an email copy of Certificate of Compliance Elec:Address:: .Z: 1.,� UlPOTDwN OL) . 4�gF70V, 5AYS. . .ItI JOB,SITE INFORMATION (All Information Required) Name'.. �Y�Y Address: tib.Sc Luo. y a) Cross Street: Phone Na:: 06 S.4 .517 Bldg.Permit#: email: 7os, ;ti;Y Tax Map-District: 1000 Section: Block: Lot' 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?: ❑ YES ❑ NO Issued On . Temp Information: . (AII information.required] Service Size❑1 Ph❑3 Ph. Size:- A # Meters Old Meter# ❑New Service❑Fire.Reconnect❑Flood:Reconnect❑Service Reconnect.❑Underground❑Overhead # Undergi-ourid Laterals 1 2 Krrame .fPole Work done on Service? . Y N Additional Information:. PAYMENT DUE WITH APPLICATION i ,�3p Sl s ,�®SUFfp���® BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshAsoutholdtownny.gov - seand(D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 03 - 22 -2 5 Company Name: A P,/FC 1 O IC-1 L /NG Electrician's Name: ,C-A-P Add License No.: 62 Elec. email: Elec. Phone No: q '7 - '4 55 3 ❑I request an email copy of Certificate of Compliance Elec. Address.: c)i�U1eeTOWti OD 1,6"PT0n1 SAYS • A/� � JOB SITE INFORMATION (All Information Required) Name: ®S iY�v Address: Lts Rbsc wv ou 7 licts Cross Street: Phone,No.: 0 b SL� 50 Bldg.Permit#: _51 S email: k� : • �� Tax Map District: 1000 Section: Block: Lott: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO n Rough In ❑ Final Do you need a Temp Certificate?: 1-1YES ❑ NO `'Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Blow- PERMIT# Address: Switches ' Outlets GFI's t Surface Sconces H H's UC Lts Fridge HW POOL C � � l Fans Mini Fr. W/D PanelPump ` :VI ,,, Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. . Carbon Micro GrbDis Water Bond �! Lights � Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments SURVEY OF: PROPERTY LOCATED AT MATTITUCK LOT No. 13 AS SHOWN ON MAP OF ROSEWOOD ESTATES FILED: JANUARY 24. 1959: FILE No 5240 TOWN OF SOUTHOLD \ SUFFOLK COUNTY. NEW YORK LOT 15 S.C.T.M. 9 1000-113-2-7 SCALE: 1'=30' urn Box o NOTE: THE EXISTENCE OF RIGHT OF WAYS. ��'� WETLANDS AND/OR EASEMENTS OF RECORD •-j3 IF ANY. NOT SHOWN ARE NOT GUARANTEED. N 6,I5 0 � � Q .,� O COLUMN a z O N WATERFENCE (R 0 0, 4 4S METER 1t NA s 4g 5 IPA g' Ib Zr,A CONC. m nDN. SURVEYED BY: °0- PAUL BARYLSKI LAND SURVEYING Z� OAKDALE NY 11769 ° Aly- PHONE 631-294-6985 ���,�y 5 6 kiAt FAX 631-627-3186 a PAUL BARYLSKIcYAH00.COM TA O JULY 23. 2021 LOT 11 z tMWfW IUD ALTERATION OR AOMM TO TIRE SKYEY IS A VXUTpi n Of SECTIOI Ta!Cr THE NEM VM STATE EDUCAUN LAIL COPIIE4 OF DO S/WEY MW NOT I eWNG TIE LAID S WETM USIED � OR EMDOSmu v.AL 941L6 NOT(L C016ummD TO BE A VAM TIDE COPV. fry 'l \ MMRAMMU OR CMFICAMS MWATED NOWN SHALL RUN ONLY TO �i THE PERSON FOR NOI nE RPM IS PWMM AND Or MIS 890LF TO Q THE TITLE COWANY.0014VIV MTAL AGENCY AND LDOUO R3TTiMIW 9 LX=IEIEOIL AND TO THE ASSIGNEES OF THE LEJOW II/STf UfM GUARANFEEB OR CERTIFICAf 6 ARE Wr TRANSFERABLE TO AOOITIOI AL d MSTITI tM OR SUBSEMMW OWOM CERTIFIED TO: KONSTANTINOS K. KOUSIARIS: MARTHA KOUSIARIS: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY MORTGAGE WORLD BANKERS. INC. ISAOA/ATIMA. 4733 i v � LW C. 18 MIDTOWN ROAD 02025 CARLE PLACE NY 11514 (631)-332-3021 D M CA RCHITECTSM AD.CO M PROJECT PIRIR RESIDENCE 845 ROSEWOOD OR MATTITUCK,NY 11952 DATE: 06/2025 PROJECT NO. 3525002 REVISION DATE SUBMIT FOR BUILDINO PERMIT 01/2025 2 AS-BUILT SUBMISSION 06/2025 4 5 6 NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING FY CONSTRUCTION.THE CONTRACTOR SHALL .. BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING Pei, ATTACHMENT,ROBE HOOKS,GRAB BARS, A G�iS' EW " ETC. `4 3.NO WORK TO COMMENCE UNTIL A r�r BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. i i RED aRC' QElHO fl�����f� rN "1 t�. 041714 y qTf OF t t PROJECT TITLE UVull &-,ai9 SCALE: AS NOTED D ELLiE0VE AUG - 4 2025 U, Building Department A 00 Town of Southold DRAWN BY: DM v I i E- ca GENERAL NOTES 01l CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY Ljj !' 20. PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND 5. JOINT TREATMENT SHAH BE TOOLED MORTAR JOINTS �.,.a. ALL CONSTRUCTION SHALL CONFORM TO 1. SITE PLAN INFORMATION,INCLUDING ANY TOPOGRAPHIC ELEVATIONS,WAS TAKEN FROM REMOVAL OF EXISTING CONSTRUCTION,ON EXTERIOR SURFACES AND NEW CONSTRUCTION 1. ALL FRAMING IS TO BE IN ACCORDANCE WITH ..�. • THE 2020 NEW YORK STATE BUILDING CODES INCLUDING BUT NOT LIMITED TO SURVEY OF THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND PREPARER INFORMATION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR 6. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART a. THE AMERICAN WOOD COUNCILS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND o RESIDENTIAL CODE AREAS. % CEMENT,1 PART LIME PUTTY,AND 6 PARTS SAND.ALL STUCCO SHALL BE APPLIED TO CLEAN, TWO-FAMILY DWELLINGS AND THE o BUILDING CODE 2. PROTECT FROM CONSTRUCTION DAMAGE ALL EXISTING TREES,VEGETATION,LANDSCAPING, MOIST CONCRETE AND MASONRY SURFACES. b. 2020 NEW YORK STATE RESIDENTIAL CODE - o EXISTING BUILDING CODE ! AND SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING. 21. ERECT AND MAINTAIN DUST PROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT IF THERE ARE ANY QUESTIONS,CONCERNS,OR ISSUES REGARDING THE INTENT,NOTES, o 11RE CODE DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE FRAMING DIAGRAMS,OR DRAWINGS,CONTACT ARCHITECT FOR CLARIFICATION PRIOR o PLUMBING CODE 3. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER j TO CONSTRUCTION. o MECHANICAL CODE ! DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. 22. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,BRACING,OR STRUCTURAL o FUEL GAS CODE SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLENENT,OR COLLAPSE OF 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY THE 2015 o ENERGY CONSERVATION CONSTRUCTION CODE 4. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. BUILDING TO BE SELECTIVELY DEMOLISHED. INTERNATIONAL RESIDENTIAL CODE.ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, o PROPERTY MAINTENANCE CODE CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE ARCHITECT OR • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 UNIFORM CODE i 5. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE 21 REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. SUPPLEMENT SURFACES AND AREAS. 18 MIDTOWN ROAD 02025 CARLE PLACE NY 11514 • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 SUPPLEMENT TO THE NEW 6. FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF (631)-332-3021 YORK STATE ENERGY CONSERVATION CODE WITH A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT MEETING THE 24. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO ADJACENT FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. DPacARCNITECTSMAD.COM OTHER REFERENCE STANDARDS USED: REQUIREMENTS OF SEISMIC DESIGN CATEGORY B OR BETTER PER 2020 NYS RC.FOOTINGS CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. REQUIRED TO ACCOMMODATE ALL LIVE,DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8"MINIMUM LIFTS. BETWEEN THESE ELEMENTS ARE MADE. ALL CODES SHALL SUPERSEDE THE DRAWINGS AND SHALL BE INCORPORATED INTO THE 25. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO CONSTRUCTION WHI?HER THEY ARE INDICATED OR NOT. 7. DESIGN IS BASED ON SOIL BEARING CAPACITY OF 3000 PSF.IF NOT ACHIEVED DURING ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT ELIMINATES EVIDENCE OF 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS,SPACING,AND EXCAVATION,NOTIFY ARCHITECT PRIOR TO COMPLETING WORK IN AREAS LIKELY TO HAVE PATCHING AND REFINISHING. j SIZES.IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24"ON CENTER GENERAL STRUCTURAL NOTES EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOILS SPACING. 2020 NYS RC SECTION R301 DESIGN CRITERIA TEST BY AN APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: CHARACTERISTICS. FOUNDATION 5. PER 2020 NYS RC SECTION R317, PROJECT THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO 8. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 POUNDS PER SQUARE a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR PIRIR RESIST LOADS AS SET FORTH IN TABLE R301.2(1): WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. INCH. ! FOUNDATION WALLS SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. RESIDENCE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH WNO DE39N BUNTCTTODAIdAOF FROII 9. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL CONTACT ARCHITECT IF OTHER AWPA Ul UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE uFn DRo "" '_-_� W'RID BF84EC 11"IL1 ":[O-0 FLOOD AxEz1 NFA ft N CONDITIONS ARE PRESENT. BARRIER. SNOW y[Ep T0�'0^.RAMItC Bow& OFSIDN WEAINERINO f 7ENMTE iENn REQUIREDENr NATARD �X° NNU ` "' EFFECTS "„ " OLzoBNE �ATAGORV 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE MOO HATE 20Las "° "° N° "° a '��"' '� Aw �' "° �"'"' �' AND ROOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF DRAINAGE AND FINAL 3. FOOTINGS ARE TO BE MINIMUM 36"BELOW GRADE U.O.N..SEE DRAWINGS FOR FOOTING SIZE b. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS 845 ROSEWOOD DR NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE GRADING,INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY AND REINFORCING DETAILS.CONTRACTOR SHAH VERIFY DEPTH OF AIL EXISTING FOOTINGS HAVING CLEARANCES OF LESS THAN'/z INCH ON TOPS,SIDES,AND ENDS,SHALL BE MATTITUCK,NY 11952 FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE DISTURBED BY CONSTRUCTION. PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1. DESIGN LOADS: DATE: 06l2025 R301.4 DEAD LOAD."THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHAH BE USED 11. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM,OR MODIFICATION OF 4. PROVIDE 5/8"ANCHOR BOLTS EMBEDDED A MINIMUM OF 7"IN POURED CONCRETE OR A c. FASTENERS FOR PRESERVATIVE-TREATED WOOD ARE TO BE HOT-DIPPED,ZINC-COATED PROJECT NO. 3525002 FOR DETERMINING DEAD LOAD WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EXISTING SYSTEMS. MINIMUM OF 15"IN MASONRY BLOCK SPACING FOR ONE-STORY STRUCTURES SHALL BE 72" GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER,IN ACCORDANCE REVISION DATE EQUIPMENT." ON CENTER(O.C.).SPACING FOR TWO-STORY STRICTURES SHALL BE 36"O.C..PROVIDE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS,0111/2"OR GREATER SUBMIT FOR BUILDING PERMIT 01/2025 R301.5 LIVE LOAD.DESIGN IS TO ACCOMMODATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION.RESTORE LAWNS AS REQUIRED. ANCHOR BOLTS WITHIN 12"OF CORNERS AND BOARD ENDS.COORDINATE WITH FRAMING. STEEL BOLTS. AS-BUILTSUBMISSION 06/2025 CALLED FOR IN TABLE R301.5 2020 NYS RC.ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION,CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE ; 13. RE-GRADE DRIVE AND PARKING AREAS WITH 16'MIN.COMPACTED BED OF APPROVED BANK 5. KEY ALL FOUNDATION WALLS TO FOOTINGS. 6. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE.INSTALL a STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. RUN GRAVEL ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL 5 s TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(IN POUNDS PER SQUARE FOOT) 6. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. BEARING ON THE FOUNDATION SYSTEM. USE LIVE LOAD 14. CONSULT WITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTIONS,AND UNINHABITABLE ATTICS WITHOUT STORAGE 10 ? PLANTING BED FINISHES. 7. PROTECT ANY DAMPPROOFING AND INSULATION DURING BACKFILL OPERATIONS. 7. PROVIDE HOLD DOWNS AT BOTTOM CORNERS OF SHEAR WALLS AS INDICATED ON PLANS. NOTES: UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. t.THE CONTRACTOR SHALL VERIFY ALL HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 30 15. COMPLETELY CONTROL AND REMOVE All DEMOLITION DEBRIS,SCRAPS&OUST. 8. PER 2020 NYS RC SECTION R405:DRAINS SHALL BE PROVIDED AROUND"CONCRETE OR EXISTING AND PROPOSED CONDITIONS ON STAIRS MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES 8. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN THE CONSTRUCTION DOCUMENTS WITH BALCONIES EXTERIOR AND DECKS 40 DEMOLITION LOCATED BELOW GRADE"UNLESS"...THE FOUNDATION IS INSTALLED ON WELL-DRAINED STRUCTURAL NOTES. THOSE AT THE SITE.ANY DISCREPANCIES GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL MUST BE BROUGHT TO THE ATTENTION OF FIRE ESCAPES 40 1. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLE 11405.1" I 9. PROVIDE ALL FLUSH FRAMED JOISTS,HEADERS,RAFTERS,AND RIDGE BEAMS WITH THE ARCHITECT PRIOR TO COMMENCING GUARDS AND HANDRAILS 200 TO BE SELECTIVELY DEMOLISHED. PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. CONSTRUCTION.THE CONTRACTOR SHALL GUARD IN-FILL COMPONENTS 50 9. 2020 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING: i BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE PASSENGER VEHICLE GARAGES 50 2. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, FOUNDATION WALLS SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOLING TO THE 10. PER R502.6(2020 NYS RC),"THE ENDS OF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOT WORK HAS COMMENCED,EXCEPT FOR ROOMS OTHER THAN SLEEPING ROOMS 40 SALVAGED,OR TO REMAIN THE OWNER'S PROPERTY. FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8"PORTLAND CEMENT LESS THAN 1112 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON HIDDEN CONDITIONS WHERE APPLICABLE. SLEEPING ROOMS 30 PARGING APPLIED TO THE EXTERIOR OF THE WALL THE PARGING SHALL BE DAMPPROOFED IN MASONRY OR CONCRETE...THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,OR A STAIRS 40 3. EXISTING TO REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND ACCORDANCE WITH ONE OF THE FOLLOWING: SILL PLATE OF 2-INCH-MINIMUM NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE 2.PROVIDE WOOD BLOCKING IN WALL I FRAMING FOR ALL ACCESSORIES NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE SOILING DURING SELECTIVE DEMOLITION.WHEN PERMITTED BY THE ARCHITECT,ITEMS MAY 1. BITUMINOUS COATING JOIST,BEAM OR GIRDER.THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING BE REMOVED TO A SUITABLE,PROTECTED STORAGE LOCATION DURING SELECTIVE 2. THREE POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT AREA OF 48 SQUARE INCHES"."JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING INCLUDING BUT NOT LIMITED T0:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING TABLE R301J ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. 3. ONE-EIGHTH-INCH COAT OF SURFACE-BONDING CEMENT COMPLYING WITH SUPPORT SHALL LAP NOT LESS THAN 3 INCHES AND SHALL BE NAILED TOGETHER WITH A ATTACHMENT,ROBE HOOKS,GRAB BARS, STRUCTURAL MEMBER ALLOWABLE DEFLECTION ASTM C 887. MINIMUM THREE 100 FACE NAILS.." ETC. RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH U180 4. REMOVE AND SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE 10. ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL ARE TO BE PRESSURE PRESERVATIVE OWNER'S PROPERTY.REMOVE,CLEAN,AND PACK OR CRATE ITEMS TO PROTECT AGAINST TREATED. 11. PER R502.1.1 (2020 NYS RC)PROVIDE BRIDGING FOR WOOD JOISTS EXCEEDING SIZE OF 3. WORK TO COMMENCE UNTIL A FINISHED CEILING NOT ATTACHED TO RAFTERS DAMAGE IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED NOMINAL 2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING 8'-0". BUILLDING PERMIT IS ISSUES. INTERIOR WALLS AND PARTITIONS H/1$0 STORAGE AREA. 11. CRAWL SPACES,OR ANY UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER. FLOORS L/360 AND THE EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)SHALL BE BRIDGING SHAH BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE I THESE PLANS COMPLY WITH THE 2020 IMERNATIONAL ENERGY CONSERVATION CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER L/360 5. REMOVE AND REINSTALL:REMOVE ITEMS INDICATED;CLEAN,SERVICE,AND OTHERWISE VENTILATED AND PROVIDED WITH ACCESS IN ACCORDANCE WITH 2O15 IRC R408.1 AND DRAWINGS.VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC CODE AND STUCCO) PREPARE THEM FOR REUSE;STORE AND PROTECT AGAINST DAMAGE REINSTALL ITEMS IN M1305.1.4. REQUIREMENTS. CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM L/240 LOCATIONS INDICATED. BOARD) 12. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ALL OTHER STRUCTURAL MEMBERS L/240 j 6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,REINSTALLED,OR CONCRETE FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-0"ON EXTERIOR WALLS-WIND LOADS WITH PLASTER OR H/360 OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY,DEMOLISHED MATERIALS SHALL CENTER. STUCCO FINISH BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH 1. ALL CONCRETE SLABS,FOOTINGS,AND CAISSONS SHALL DEVELOP STFENGTH OF 3000 EXTERIOR WALLS-WIND LOADS WITH OTHER BRITTLE H/240 FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. POUNDS PER SQUARE INCH IN 28 DAYS 13. PROVIDE ALL STUD BEARING WALLS WITH 2 CONTINUOUS TOP PLATES AND 1 CONTINUOUS FINISHES BOTTOM PLATE.TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 7. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER 2. ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRUE LINES,SQUARE LOAD BEARING WALLS. LINTELS SUPPORTING MASONRY VENEER WALLS U600 DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. CORNERS AND PLUMB WALLS. 14. PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WALL CORNERS. L-SPAN LENGTH,FI-SPAN HEIGHT NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUM YIELD STRESS 40 KSI ASSUMED ON THESE DOCUMENTS. 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS IS TO COMPLY WITH 4. WWF SHALL BE 6X610/10 CONFORMING TO ASTM 185 LIMITATIONS OF 2020 NYS RC R502.8.FOR ENGINEERED WOOD PRODUCTS,FOLLOW THE BASIC STABILIPI OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF I9. PROVIDE PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS MANUFACTURER'S SPECIFICATIONS. FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS 5. NO COLD JOINTS IN CONCRETE.ADEQUATELY VIBRATE TO PREVENT AIR POCKETS AND REQUIRED TO ACCOMMODATE ALL LIVE;DEAD,AND WIND LOADS UNTIL FINAL CONNECTIONS DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC R602.6. BETWEEN THESE ELEMENTS ARE MADE. NOTCHES IN EITHER EDGE OF STUDS SHAH NOT BE LOCATED IN THE MIDDLE ONE THIRD OF 10. DISPOSAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED 6. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED GENERAL NOTES TO CONTRACTOR MATERIALS TO ACCUMULATE ON-SITE. 25%OF THE STUD DEPTH.BORED HOLES SHALL NOT EXCEED 40%OF THE STUD DEPTH AND 7. CONCRETE IN CERTAIN LOCATIONS MUST BE AIR-ENTRAINED WITH AN AIR CONTENT OF 5%D THE EDGE OF THE HOLE SHAH NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD. 1. IF THE ARCHITECT IS NOT EMPLOYED BY OWNER TO PROVIDE REGULAR CONSTRUCTION 11. DO NOT BURN DEMOLISHED MATERIALS. AND MEET MINIMUM COMPRESSIVE STRENGTHS AS SPECIFIED IN TABLE R4022 MINIMUM NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION, PHASE SERVICE,INTERPRETATION OF THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE IN THE ABSENCEOF THE ARCHITECT,All QUESTIONS SHAH BE DIRECTED TO THE OWNER. j 12. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF TYPE OR LOCATION OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE 17. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL ROOF MEMBERS SHALL COMPLY WITH THEM. CONSTRUCTION STRENGTH"IN SEVERE WEATHERING ZONE THE LIMITATIONS OF 2020 NYS RC R802.7. 2. PRIOR TO SUBMITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHALL EXAMINE BASEMENT WALLS,FOUNDATIONS AND OTHER 2,500 THE CONTRACT DOCUMENTS AND BECOME ACQUAINTED WITH All GOVERNING CODES, 13. SWEEP THE BUILDING BROOM CLEAN ON COMPLETION OF SELECTIVE DEMOLITION OPERATION. CONCRETE NOT EXPOSED TO THE WEATHER 18. HEADERS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 602.7. `pELNO ORDINANCES A140 CONDITIONS OF THE WORK NO EXTRAS OR CHANGE ORDERS WILL BE I BASEMENT SLABS AND INTERIOR SLABS ON 2,500 N '� ALLOWED DUE 10 FAILURE TO UNDERSTAND THE CONDITIONS INVOLVED. 14. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE EXCEPT GARAGE FLOOR SLABS 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. STRUCTURAL,ELECTRICAL,OR MECHANICAL CONDITIONS. GRADE, BASEMENT WALLS,FOUNDATION WALLS, 3,000 3. PRIOR TO THE START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY ALL EXISTING EXTERIOR WALLS AND OTHER VERTICAL 20. ALL STUDS,JOIST,AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHALL NOT '�T p4 7114 yob UTILITIES,EXISTING CONDITIONS,AND EXISTING DIMENSIONS.CONTRACTOR SHALL NOTIFY 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS I CONCRETE WORK EXPOSED TO THE WEATHER BE LESS THAN 3112". f OFARCHITECT OF ANY CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL PORCHES,CARPORT SLABS AND STEPS 3,500 4. CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. EXPOSED TO THE WEATHER,AND GARAGE 21. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ARCHITECT AT ONCE.DEMOLITION OR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN 16. DRAIN PURGE OR OTHERWISE REMOVE COLLECT AND DISPOSE OF CHEMICALS GASSES FLOOR SLABS FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-0"O.C. THOSE ASSUMED ON THE CONSTRUCTION DOCUMENTS.IT IS THE RESPONSIBILITY OF THE EXPLOSIVES, ' a. STRENGTH AT 28 DAYS PSI GENERAL CONTRACTOR TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY IF THIS OCCURS.NO ACIDS FLAMMABLES OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING 22. FOR RENOVATIONS,EXPOSE EXISTING FRAMING(IF ANY)AND NOTIFY ARCHITECT PRIOR TO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. CODEWITH ANY DEMOLITION OPERATIONS.PERFORM NECESSARY ASBESTOS REMOVAL PER i MASONRY INSTALLATION OF NEW FRAING TO CLARIFY AND CONFIRM ANY EXISTING STRUCTURAL STR SS OR MOISTURE DAMAGE. NOTES INTENT AND CALL OUT N OTES 5. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE j 1. BRACE All WALLS UNTIL SECURELY TIED TO THE STRUCTURE. 17. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM 23. ALL FRAMING LUMBER TO BE HEM FIR 92 OR BETTER,UNLESS NOTED OTHERWISE.NEW 6. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS.NOTIFY SELECTIVE DEMOLITION ACTIVITIES. 2. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS STUDS AND PLATES TO BE SPF STUD GRADE OR BETTER,JOISTS AND RAFTERS SHALL BE STRESS GRADED ARCHITECT OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. 18. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE'AND PROTECT THEM j 3. HORIZONTAL REINFORCING SHALL BE STANDARD DUR-O-WALL VERTICAL REINFORCING 7. ALL INSTALLATIONS BY CONTRACTOR,UNLESS OTHERWISE NOTED(U.O.N.).CONTRACTOR AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. SHAH BE ASTM SPEC A-615 24. PROVIDE PRESSURE TREATED FRAMING LUMBER(ACQ)WHEN IN CONTACT WITH CONCRETE SHALL COORDINATE THE WORK OF ALL TRADES. 19. UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF WALLS,SLABS,OR MASONRY. SCALE: AS NOTED INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS 4. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME OF ONE PART CEMENT,THREE PARTS SAND AND 2 PARTS PEA GRAVEL 25. All FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHAH BE HOT DIPPED 8. NO CHANGES OR SUBSTITUTIONS MAYBE MADE UNLESS APPROVED BY THE ARCHITECT. REQUIRED. GALVANIZED.VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND I COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF DRAWINGS SUBMITTED FOR NO WORK TO COMMENCE ITHEHEREBYUNDERSIGNEDNEWYORKSTATEREGISTERED ARCHITECT,AND THE SAME OR ANYPARTT ECONSTITUTE THE ORIGINAL AND ED WORK EOFMAYOF THE NOTBE PROPERTYOFONAL SERVICE,ARE AND SHALL THEARCHITECT.T ESE DOCUMENTSAIN THE RENOT TO DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED SECTION RECIFICZ SPECIFICATIONS RE IN NYS COMPLIANCE ECC . PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM F I i HANGERS ARE SUITABLE FOR USE WITH SURROUNDING MATERIALS.USE COMPATIBLE METALS SYSTEMS GENERAL SPRINKLER SYSTEM.R313.2.1 DESIGN AND INSTALLATION.AUTOMATIC RESIDENTIAL FIRE UNLESS"A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WHEN APPLICABLE. ! SPRINKLER SYSTEMS SHAH BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION WITH SECTION M1507" APPLIANCES,EQUIPMENT,AND BUILT-INS 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 NYS RC INTERNATIONAL CODES P2904 OR NFPA 13D." 26. PER 2020 NYS RC R602.3.2,END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NOT LESS ! (INCLUDING THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE(IECC)) 4. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTERS AS REQUIRED. 1. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL EQUIPMENT SHOWN, THAN 24 INCHES. AND ANY MORE STRINGENT ENERGY EFFICIENCY PROGRAMS OR REQUIREMENTS OF THE ! MOISTURE PROTECTION FILTERS MUST BE ACCESSIBLE FROM THE CONDITIONED SPACE. NOTED AND SPECIFIED IN THESE DOCUMENTS. AUTHORITY HAVING JURISDICTION. C.0) --, 27. PER 2020 NYS RC R602.3.3,JOISTS,TRUSSES,OR RAFTERS SPACED MORE THAN 16 INCHES 1. ALL FLASHING TO BE 24 GAUGE.METAL GALVANIZED OR PAINTED ACCORDING TO SCHEDULE. 5. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18"ABOVE FINISHED GRADE OR 12" 2. VERIFY THAT SELECTED APPLIANCES ARE"GREENSPEC"AND/OR ENERGY STAR RATED AND O.C.SHALL BEAR WITHIN 5 INCHES OF THE STUDS BENEATH UNLESS 2. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH 2O20 IECC.UNALTERED GRAVEL STOPS AND BEAM CAPS TO BE 22 GAUGE. ABOVE THE ROOF DECK.THEY MUST ALSO BE AT LEAST 10 FROM PLUMBING VENTS, SHALL COMPLY WITH TIER 2 REQUIREMENTS(MIN)OF THE CONSORTIUM OF ENERGY PORTIONS OF THE EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE. CHIMNEYS,COMBUSTION APPLIANCE VENTS,DRYER VENT TERMINATIONS,AND EXHAUST FAN EFFICIENCY(CEE). a. THE TOP PLATES ARE(2)2 INCH X 6 INCH OR(2)3 INCH X 4 INCH MEMBERS 2. ASPHALT SATURATED FELT OF 14 POUNDS PER 100 SQUARE FEET IS TO BE APPLIED PER 2020 TERMINATIONS. """ """""'"' b. A THIRD TOP PLATE IS INSTALLED 3. ALL HVAC,ELECTRICAL&PLUMBING SYSTEMS SHALL MEET THE 2015 IRC CHAPTER 11 i NYS RC R703.2:HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER THE LOWER A 3. PER NYS RC P2801.6,WATER HEATERS NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A c. SOLID BLOCKING EQUAL IN SIZE TO THE STUDS IS INSTALLED TO REINFORCE THE DOUBLE (ENERGY EFFICIENCY),INTERNATIONAL MECHANICAL CODE,AND THE INTERNATIONAL ENERGY i MINIMUM OF 2 INCHES AND WHERE JOINTS OCCUR,FELT SHOULD BE LAPPED NOT LESS THAN 6. SOLID METAL,FLEXIBLE METAL,OR LINED,INSULATED FLEXIBLE DUCT MAY BE USED.ALL GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24-GAUGE AND 1 T/2"DEEP AND TOP PLATE. CONSERVATION CODE ; 6 INCHES. VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED. PROVIDED WITH A DRAIN LINE. ! 4. All SYSTEMS ARE TO BE DESIGNED,SPECIFIED,AND INSTALLED BY THE CONTRACTOR. 1S MIDTOWN ROAD T2025 ( 3. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL SEALANT. 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR 4. PROVIDE SHOP DRAWINGS FOR ALL CABINETS AND BUILT-IN FURNITURE.SPECIFY NO CARLE PLACE NY 11514 CONTRACTOR SHALL VERIFY DESIGN WITH OWNER AND ARCHITECT.PROVIDE ARCHITECT PROVIDE PROPER SEALANTS FOR EACH APPLICATION.IF SEALANT TYPE IS NOT INDICATED OR ARCHITECT REVIEW.INDICATE,SIZE,FINISH,AND PROPOSED LOCATION. FORMALDEHYDE. (631)-332-3021 SHEATHING AND UIIDERLAYMENTS WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT OBVIOUS,VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION. DM@ARCHITECTSMAO.COM RUNS. 8. DUCTS,PLENUMS,AND FITTINGS SHOULD BE CONSTRUCTED OF GALVANIZED METAL,DUCT 5. INDOOR RECYCLE BINS:PROVIDE/VERIFY ROLLOUTS OR REVOLVING BINS TO SEPARATE 1. PROVIDE APA-RATED COX ROOF SHEATHING,EXTERIOR WALL SHEATHING,AND FLOOR BOARD,OR FLEXIBLE DUCT.BUILDING CAVITIES MAY NOT BE USED AS A DUCT OR PLENUM TRAYS INTO A MINIMUM OF TWO SEPARATE CONTAINERS BUILT INTO KITCHEN CABINETRY. SHEATHING.SHEATHING AT EXTERIOR SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS HVAC WITHOUT A SEALED DUCT BOARD OR METAL LINER. SECTION R703. REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. 6. OUTDOOR RECYCLE BINS:PROVIDE CONTAINMENT AREA FOR(4)-30GAL TRASH CONTAINERS 1. MECHANICAL VENTILATION SHAH MEET THE REQUIREMENTS OF THE 2020 NYS RC AND 2020 9. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED IN A DESIGNATED ENCLOSED AREA PROTECTED FROM TAMPERING BY ANIMALS. 2. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE DRAWINGS. 6. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE IMC.PROPER SELECTION,SIZING,INSTALLATION AND MAINTENANCE OF RESIDENTIAL HVAC DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY SAVINGS. ELECTRICAL 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE, CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED METALS PROJECT SHALL MEET THE REQUIREMENTS FOR THE LATEST EDITION OF THE U.S.PRODUCTS BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR JURISDICTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES(LIGHT FIXTURES,SWITCHES,RECEPTACLES, PI R I R STANDARDS PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM.VERIFY DESIGN WITH ETC.)BEFORE SETTING ANY ELECTRICAL BOXES OR RUNNING OF ANY WIRING. GENERAL 1. SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL,RAILINGS AND STAIRS THE AMERICAN(PLYWOOD ASSOCIATION(APA). 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR OWNER AND ARCHITECT.PROVIDE ARCHITECT WITH MARKED UP DRAWING SHOWING CONTRACTOR TO SCHEDULE WALK THROUGH AND REVIEW WITH OWNER,FOR OWNER'S RESIDENCE ARCHITECT REVIEW.INDICATE SIZE,FINISH,AND PROPOSED LOCATION. LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT RUNS. APPROVAL,BEFORE PROCEEDING.WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A50,EXCEPT FOR PIPE COLUMNS,WHICH 4. PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES INCLUDING,PHONE JACKS,DATA-CAT6,TV HOOK-UPS,AND STEREO AND ALARM WIRING. SHALL CONFORM TO ASTM A53. OF ALL EXTERIOR WALLS.IF PLYWOOD STOPS AT PLATE,THEN PROVIDE SIMPSON LSTA18 8. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT COMPLETION.PREVENT 3. HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS. STRAPS AT 48"D.C.AND AT CORNERS,NAILED TO STUDS WITH 10D NAILS IN HOLES DUST AND CONSTRUCTION DEBRIS FROM ACCUMULATING IN DUCTS DURING CONSTRUCTION. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PROJECT AND PROVIDE 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE AND PROVIDE AN 3. METAL DECKING SHALL BE 20 GAUGE U.O.N. PROVIDED.CENTER STRAPS ON PLYWOOD JOINT.USE LSTA30 STRAP IF PLYWOOD DOES NOT BALANCING REPORTS TO ARCHITECT. ACCURATE LABELED PANEL BOX(ES)AT COMPLETION OF PROJECT. 845 ROSEWOOD DR OVERLAP BOTH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL. THERMAL ENVELOPE 4. HANDRAIL SUPPLIED BY GENERAL CONTRACTOR AND VERIFIED IN FIELD. MATTITUCK,NY 11952 4. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK.CONTRACTOR TO SUPPLY 5. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK 1. COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC TEMPORARY DROP POLE FOR CONSTRUCTION,IF NECESSARY. 5. STEEL STAIR TO BE FIELD VERIFIED PRIOR TO FABRICATION. DATE: 06/2025 JOINTS IN ADJACENT COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH WITH THE CRITERIA LISTED IN TABLE N1102.4.1.1.SEE WALL SCHEDULE FOR INSULATION N1101.14, PROJECT N0. 3525002 OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY VALUES AND TYPES.WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL 4. G.F.I.CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER LOCATIONS REQUIRED REVISION DATE INSTALLED. INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 5. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE BY GOVERNING CODES OR AS INDICATED ON ELECTRICAL PLAN. INTERIOR FINISHES SUBMIT FOR BUILDING PERMIT 01/2025 HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. AS-BUILT SUBMISSION 06/2025 6. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE 2. ALL EXTERIOR WALVFLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN THERMOSTATS SHOULD BE CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY CODE. 1. INTERIOR WAIL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R702. a ' END JOINTS OVER SUPPORTS.STAGGER JOINTS.PROVIDE METAL H CLIP AT JOINTS AT SIDES ACCORDANCE WITH TABLE N1102.4.1.1..APPLY A FRESH BEAD OF CAULK TO THE TOP AND TEMPERATURE SET POINT OF THE LARGEST ZONE. SEE WALL SCHEDULE OR DRAWINGS FOR GYPSUM TYPES. OF PANELS WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALLBOARD. 6. TYPICAL SWITCH LOCATION 1'-0"FROM OPENING WHEREVER POSSIBLE,TYPICAL SWITCH 5 s 5/8"THICK. 6. EACH THERMOSTAT SHOULD BE AT 60"A.F.F.TO CENTER. HEIGHTS AT 48"TO CENTER UNLESS NOTED OTHERWISE.COLOR:SELECTED BY ARCHITECT. 2. HIGH-IMPACT GYPSUM BOARD SHALL BE MANUFACTURED BY NATIONAL GYPSUM. 3. TESTING:BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN TYPE:LEVITON DESIGNER SERIES.VERIFY AREAS TO BE DIMMED. HIGH-IMPACT XP MOLD-RESISTANT GYPSUM BOARD SHALL BE NATIONAL XP GYPSUM BOARD 7. UNDERLAYMENT FOR FLOORING: OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A.TESTING SHALL BE CONDUCTED BY AN APPROVED 7. PERFORMANCE REQUIREMENTS OR GEORGIA PACIFIC DENS ARMOR PLUS PAPERLESS WALLBOARD. NOTES: a. ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE(1)LAYER OF 3/4" THIRD PARTY. 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 1T A.F.F.TO CENTER UNLESS OTHERWISE 1.THE CONTRACTOR SHALL VERIFY ALL UNDERLAYMENT BOARD OR OTHER APPROVED EQUAL,OVER SUBFLOOR. a. HEATING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 72°F WHEN OUTSIDE AIR NOTED ON THE DRAWINGS. 3. FIRE RESISTANT GYPSUM BOARD SHALL BE 5/8"TYPE XP. EXISTING AND PROPOSED CONDITIONS ON SHEATHING THICKNESS 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL IS-51.(NOTE MINIMUM PER 2015 IRC R303.10:TO MAINTAIN 63°F AT 36"ABOVE THE CONSTRUCTION DOCUMENTS WITH SHEATHING WITH FRAMING SUPPORT MINIMUM SHEATHING PANEL THICKNESS EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. FLOOR AND 24"FROM EXTERIOR WALL) 8. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 60"TO CENTER. 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION. THOSE AT THE SITE.ANY DISCREPANCIES FOR 01' b. COOLING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 75°WHEN OUTSIDE AIR MUST BE BROUGHT TO THE ATTENTION OF SUBFLOOR 16"O.C. 5/8" 5. FIBERGLASS BATT INSULATION SHALL BE MANUFACTURED BY OWENS CORNING,JOHNS IS 100°F. 9. TELEPHONE-PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION,HOME RUN TO PHONE PANEL. 5. USE LOW-VOC JOINT COMPOUND:MURCO,M-100 JOINT COMPOUND,OR APPROVED EQUAL. THE ARCHITECT PRIOR TO COMMENCING 24' O.C. 3/4" MANVILLE OR APPROVED EQUAL.THERMAL AND ACOUSTICAL INSULATION IS TO BE (LOCATION TO BE DETERMINED WITH OWNER)FOR CONNECTION TO TELEPHONE COMPANY CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES ROOF 16"O.C. 1/2" FORMALDEHYDE FREE 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. SERVICE. 6. CERAMIC TILE AS SELECTED BY THE ARCHITECT. NOT REPORTED TO THE ARCHITECT ONCE 24"D.C. 5/8" WORK HAS COMMENCED,EXCEPT FOR WALL 1 24" 1 5/8" 6. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT. 9. EQUIPMENT SIZING:PER ACCA MANUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL 10. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING,POWER AND LIGHTING ONLY. 7. TILE BACKING SHALL BE DENS SHIELD.DO NOT USE"GREENBOARD"FOR TILE.USE LOW-VOC HIDDEN CONDITIONS WHERE APPLICABLE. b. FLOORS TO BE COVERED WITH OAK FLOORING,GRANITE(STONE?)OR CERAMIC TILE J AS PROVIDED BY A THIRD PARTY HERS RATER. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE AND REGULATION SHALL BE BY THE TILE ADHESIVE MANUFACTURED BY AMF,"SAFECOAT-3 IN 1",BOSTIK FINLDLEY D-5 7. SPRAY FOAM INSULATION(ICYNENE)INSTALLED BY AN ICYNENE INC.CERTIFIED CONTRACTOR.VERIFY LOCATION OF SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO PREMIUM OR 0-40 DURAFLEX THIN SET. 2.PROVIDE WOOD BLOCKING IN WALL SHALL HAVE 1 LAYER OF 23/32 SUBFLOORING. CONTRACTOR/INSTALLER.CONFORM TO ALL MANUFACTURER'S SPECIFICATIONS FOR 10. DUCT INSULATION:SUPPLY AND RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE INSTALLATION.TELEPHONE,DATA,AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED FRAMING FOR ALL ACCESSORIES INSTALLATION OF SPRAY FOAM PRODUCTS. SHALL BE INSULATED TO A MINIMUM OF R-8 @ DUCTS 3"OR GREATER IN DIAMETER,AND R-6 BY OWNER,BUT MUST COMPLY WITH ALL CODES. $. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES.SEE NOTES AND FINISH INCLUDING BUT NOT LIMITED TO:TOWEL 8. GYPSUM WALL COVERING SHALL BE INSTALLED PER 2015 IRC R702 AND SHALL BARS,TOILET PAPER HOLDERS,SHELVING a. BE INSTALLED OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING STRIPS @ 24 @ DUCTS LESS THAN 3 IN DIAMETER. SCHEDULE ATTACHMENT,ROBE HOOKS,GRAB BARS, INCHES O.C.MAXIMUM. COMBUSTION SAFETY AND FIRE RESISTANCE 11. DECORATIVE LIGHTING FIXTURE SELECTIONS(NOT SHOWN ON LIGHTING SCHEDULE)SHALL BE ETC. b. BE PREVENTED FROM EXPOSURE TO WEATHER 11. DUCT SEALING:DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR.SEE ELECTRICAL DRAWINGS. 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100%RECYCLED FIBER CONTENT c. BE ATTACHED TO WOOD FRAME WITH TYPE S OR W SCREWS PENETRATING WOOD 5/8" 1. ANY GAS APPLIANCE,OTHER THAN OVENS,LOCATED INSIDE THE CONDITIONED SPACE MUST MANUFACTURED BY RELIANCE,LEGGET&PLATT OR SHAW CONTRACT GROUP.SEE NOTES AND 3.NO WORK TO COMMENCE UNTIL A BE DIRECT VENT OR POWER VENTED. 12. ALL DUCT JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS, 12. LIGHTING:A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE FINISH SCHEDULE. BUILDING PERMIT IS ISSUES. MINIMUM,'12"O.C.MINIMUM FOR CEILING AND 16"O.C.MINIMUM FOR WALLS.NAILING GASKETS,MASTICS(ADHESIVES),MASTIC-PLUS-EMBEDDED-FABRIC,OR TAPES.DUCT TAPE IS HIGH-EFFICACY(AMPS. TO FRAME'f0 BE 7"O.C.AT CEILING AND 8"O.C.AT WALLS. 2. IN ACCORDANCE WITH2O20 NYS RC SECTION R314,INTERCONNECTED SMOKE ALARMS SHALL j NOT PERMITTED.EXCEPTION:CONTINUOUSLY WELDED AND LOCKING-TYPE LONGITUDINAL 10. USE ONLY ZERO OR LOW-VOC FLOORING ADHESIVES BY CHICAGO ADHESIVE PRODUCT 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION BE INSTALLED IN EACH DWELLING UNIT: JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN.W.G.(500 PA).DUCTS SHALL 13. PER 2020 NYS RC R303,"HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF COMPANY,JOHNSONIE,OR SINAN CO 360 ALL-PURPOSE ADHESIVE. CODE. a. IN EACH SLEEPING ROOM i BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS._"EXCEPT"...THE GLAZED b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE INSTRUCTIONS.COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL 11. INTERIOR PAINT SHALL BE LOW-VOC LATEX BY AMF,SHERWIN WILLIAMS,BENJAMIN MOORE, BEDROOMS. VAPOR RETARDER. LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 DURON OR APPROVED EQUAL c. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND ! FOOTCANDLES(65 LUX)OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE HABITABLE ATTICS. 13. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT MASTIC AND THE FLOOR LEVEL, 12, SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT.ALLOW FOR UP TO 4 d. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OF A BATHROOM THAT FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED EQUIVALENT. DIFFERENT COLORS IN THE PROJECT BEFORE UPCHARGES APPLY. CONTAINS A BATHTUB OR SHOWER. I PLUMBING 14. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25 PA SHALL BE LESS THAN 13. INTERIOR WOOD STAIN SHALL BE LOW-VOC TUNG OIL OR STAIN MANUFACTURED BY AMF, 3. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,ONE HARD-WIRED CARBON MONOXIDE 3%OF THE CONDITIONED FLOOR AREA.(I.E.IF THE HOUSE HAS 1000 FEET2OF CONDITIONED 1. PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING OSMO,WATER-BASE URETHANE,NATURAL VEGETABLE OR NUT OILS OR BEESWAX. (CO)DETECTOR SHALL BE INSTALLED PER 1000 FEET2 OF LIVING SPACE(MINIMUM ONE PER i SPACE,THERE SHALL BE NO MORE THAN 30 CFM OF DUCT LEAKAGE WHEN TESTED).TESTED SCHEDULE FLOOR)IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE.THE j AIRFLOW MUST BE WITHIN+/-10%OF THE DESIGNED AIRFLOW. 14. VANITY TOPS,ETC.TO BE SELECTED BY OWNER AND/OR INTERIOR DESIGNER, REQUIRED CO DETECTOR SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOM(S) i 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING.INSULATE ALL COLD AND CIRCULATING ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). 15. DUCT TESTING:DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN DOMESTIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET INSULATION. EXTERIOR MATERIALS AND FINISHES APPROVED THIRD PARTY. 4. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,WHERE ALTERATIONS,REPAIRS,OR 3. PEX PIPING IS AN ACCEPTABLE ALTERNATE 1. EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R703. ADDITIONS REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING ROOMS ARE 16. MECHANICAL SYSTEM INSULATION:PIPING CARRYING FLUIDS>105°F OR<55°F DEGREES ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE SHALL BE INSULATED WITH R-3 MINIMUM. 4. WASTE LINES IN WALLS BETWEEN FLOORS,AND WITHIN CEILING AND FLOOR FRAMING SHALL 2. FOR INSTALLATION OF EXTERIOR PLASTER(STUCCO),CORROSION RESISTANT LATH IS TO BE EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. I BE CAST IRON OTHER WASTE LINES MAY BE CAST IRON OR PVC.ALWAYS CONSIDER AND ATTACHED WITH 11-GAUGE,11/2 INCH LONG,7/16 INCH HEAD NAILS OR 7/8 INCH LONG, 17. HEAT PUMPS AND AIR CONDITIONERS,IF USED,MUST BE SIZED ACCORDING TO ACCA CONTROL WASTE PIPING NOISE 16-GAUGE STAPLES AT 6 INCHES O.C.MAXIMUM.THREE COATS OF PLASTER ARE TO BE 5. FIREBLOCK USING 3M OR SIMILAR FIRE BARRIERS AT ALL CONCEALED DRAFT OPENINGS MANUAL J AND BE INSTALLED WITHIN A HALF TON OF THAT SIZE. APPLIED OVER LATH OR 2 COATS OVER MASONRY WALL. SEE 2015 IRC TABLE R702.10)AND (VERTICAL AND HORIZONTAL)BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE.ANY 5. VENT PIPING MAY BE PVC PAINT EXTERIOR ROOF VENT STACKS FLAT BLACK USE NEOPRENE (3)FOR THICKNESS AND MIX REQUIREMENTS. WOODBATTS OR BLANKETS TO BE SECURELY RETAINED IN PLACE TO CONFORM WITH 2O15 18. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATING OF AT LEAST 14 AND A FLASHING COLLARS. IRC R302.11. HEATING SEASON PERFORMANCE FACTOR OF AT LEAST 8.2. 3. EXTERIOR VINYL SIDING IS TO HAVE A MINIMUM THICKNESS OF 0.035 INCHES AND IS TO BE 6. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER. PROVIDE AFFIDAVIT FROM INSTALLED WITH LAP JOINTS AND 0.120 INCH X 11/2 INCH LONG NAILS OR 1314 INCH LONG 6. PER 2020 NYS RC R302.12,IN COMBUSTIBLE CONSTRUCTION,DRAFTSTOPS OF 1/2"GYPSUM 19. HEATING EQUIPMENT SHALL BE GAS OR OIL FIRED HIGH-EFFICIENCY APPROVED BY THE PLUMBER CERTIFYING LEAD FREE SOLDER HAS BEEN USED IN ACCORDANCE WITH ALL LOCAL STAPLES EACH STUD. _- BOARD OR 3/8"WOOD STRUCTURAL PANELS SHALL BE INSTALLED PARALLEL TO THE FLOOR ARCHITECT. REGULATIONS. R�0 'A RC FRAMING MEMBERS IN THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY WHERE THE 4. MASONRY VENEERS '�' o�tHo CEILING IS SUSPENDED UNDER THE FLOOR FRAMING OR FLOOR FRAMING IS CONSTRUCTED 20. DOMESTIC HOT WATER STORAGE,IF APPLICABLE,SHALL BE INDEPENDENT STORAGE FOR HOT A. PROVIDE ALL REQUIRED ANGLE STOPS,ESCUTCHEON PLATES,RISERS,ETC.TO COMPLETE c� `' '9����'.�► OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. THE AREA OF THE CONCEALED SPACE WATER HEATED BY THE MAIN BOILER.I.E.SUPER-STOR,OR APPROVED EQUAL. INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR TO COORDINATE WITH a. BRICK AND STONE HAVING AN INSTALLED WEIGHT OF LESS THAN 40 POUNDS SHALL NOT EXCEED 1,00 SQUARE FEET. OWNER/ARCHITECT FOR FINISHES AND INSTALLATION. SEE SCHEDULE FOR FIXTURE TYPE PER SQUARE FOOT SHALL BE PERMITTED TO BE SUPPORTED ON WOOD 21. ALL ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. AND LOCATION. 04 17 14, 7. PER 2020 NYS RC R302.13,PROVIDE FLOOR ASSEMBLIES WITH /2"GYPSUM WALLBOARD AT 5. EXTERIOR PAINT SHALL BE MANUFACTURED BY AMF SAFECOAT,BEST PAINT INC-DURACRYL, UNDERSIDE. 22. REMOVE ANY EXISTING EQUIPMENT RESPONSIBLY. 7. PLUMBER TO VERIFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED USE. COHALAN CO.KEIM SILICATE PAINT. gTFOF 1 I ! 8. OPENINGS THROUGH WALLS SEPARATING THE DWELLING FROM THE GARAGE SHALL ! VENTILATION 8. PROVIDE All REQUIRED TRAPS,CLEANOUTS,AND VENTS FOR INTENDED USE. VERIFY 6. EXTERIOR STAINS BY AMF SAFECOAT,ECO DESIGN/BOISHIELD PAINT CO,FUHR-HOC CONFORM TO 2015 IRC R302.5.REQUIRED DOORS SHALL BE SOLID WOOD DOORS NOT LESS LOCATIONS AND CLEARANCES WITH CONTRACTOR TO INSURE COORDINATION OF EFFORTS WATERBASE,OR NATURESTAIN CO. THAN 1318 INCHES IN THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTS A MINIMUM OF 50 CUBIC WITH OTHER TRADES. GENERAL THAN 13/8 INCHES SELF-CLOSING DEVICE. INSTALLED, OR BE 20-MINUTE FIRE-RATED DOORS,EQUIPPED WITH A FEETER NUTE(CFM)DIRECTLY THE RATED ROW. 9. THE OUTSIDE. THIS IS THE MEASURED FLOW AS ( g, PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT All FIXTURES 7 EXTERIOR POLYURETHANE,TIMBER UV WOOD FINISH. BY UNITED GILSONITE LABS-ZAR NOTES AND FITTINGS. 9. GARAGES SHALL BE SEPARATED FROM HABITABLE SPACES IN ACCORDANCE WITH 2O15 IRC 2. THERE MUST BE A MECHANICAL FRESH AIR VENTILATION SYSTEM THAT BRINGS THE R302.6.AT SEPARATING WALL„PROVIDE 5/8-INCH TYPE X GYPSUM BOARD ON GARAGE SIDE FOLLOWING AMOUNT OF FRESH AIR INTO THE HOME WHEN INSTALLED: p.5 CFM)(NUMBER OF 10. PROVIDE LABELS FOR ALL PLUMBING VALVES EXCEPT UNDER-COUNTER SHUT OFF VALVES, AND 1/2"TYPE X GYPSUM BOARD ON HABITABLE SIDE.AT GARAGE CEILING,PROVIDE 5/8" ` BEDROOMS+1)+(.01 CFM)(SQUARE FEET OF CONDITIONED SPACE) HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES.EX,"MAIN WATER SUPPLY SHUT OFF." TYPE X GYPSUM BOARD. 3. PER 2015 IRC R303.1 HABITABLE ROOMS,"NATURAL VENTILATION SHALL BE THROUGH 11. PROVIDE DRAIN DOWN VALVES FOR ALL OUTDOOR PLUMBING. 10. PER 2020 NYS RC R313.2,"AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE WINDOWS,SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR SCALE: AS NOTED INSTALLED IN ONE-AND TWO-FAMILY DWELLINGS.EXCEPTION:AN AUTOMATIC RESIDENTIAL AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE 12. PROVIDE AND COORDINATE WITH OWNER,THE LOCATION OF EXTERIOR HOSE BIBS(MIN OF 2) FIRE SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE OPENABLE AREA TO THE WHETHER SHOWN ON DRAWINGS OR NOT, EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL OUTDOORS SHALL NOT BE LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED.." COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE AD Z. DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM ! i SECOND FLOOR WOOD STU05 @ 16"O.C. ♦^ { EGRESS GENERAL SAFETY AND FALL PREVENTION V 1. R305 MINIMUM CEILING HEIGHTS PER 2020 NYS RC: i ImmWEN/M 4 C. a. 7%0"IN ALL HABITABLE ROOMS " b. 6'-8"IN BASEMENT c. 6'-4"IN BASEMENT UNDER BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS 4 2. R 308 GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY 20151RC R308A SHALL COMPLY WITH HE REQUIREMENTS OF 2020 NYS RC R308.3. '" " 3. R310 AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED PER 2015 I E�4X8 COX PLYWOOD TO BE CENTERED OVEJ GROUND FLOOR WOOD IRC SECTION 310 IN BASEMENTS,HABITABLE ATTICS,AND ALL SLEEPING ROOMS. j RIM BOARD TYPICAL STUDS @ 16"D.C. a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2020 NYS RC ' R3102.1: TYP. PLYWOOD SHEATHING 1. THEY SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.1 SQUARE FEET, 1 EXCEPT FOR OPENINGS AT GRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. ii. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES 13 MIDTOWN ROAD (C'2025 iii. THE:NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. CABLE PLACE 11514 (031)-332-302121 b. MAXIMUM SILL HEIGHT:44"A.F.F.(2020 NYS RC R310.22) DM@ARCHITECTSMAD.CDM c. WINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW GRADE SHALL (2020 NYS RC R3102.3) SIMPSON STRONG-TIE 1. HAVE A HORIZONTAL AREA OF NOT LESS THAN 9 SQUARE FEET. CS-16 COILED STRAP I!. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. (16)BID NAILS iii. If MORE THAN 44 INCHES IN VERTICAL DEPTH,BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION WITH DIMENSIONS PER R310.2.3.1. iv. BE(DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM OR BY AN APPROVED ALTERNATIVE METHOD. PROJECT 4. R311 MEANS OF EGRESS P I R I R a A11.3 LANDINGS ARE REQUIRED W D H NOT LESS THAN THAT OF HEEDE OF EACH DOOR SERVEAND R DOOR,AND ARE TO HAVE MINIMUM DIMENSION Of , FRAMED OPENING STRAPPING RESIDENCE 36 INCHES IN THE DIMENSION OF TRAVEL AND A SLOPE NOT EXCEEDING% VERTICAL 2 UNITS PER 12 HORIZONTAL UNITS(1/4"PER FOOT). b. 311.6 HALLWAYS SHALL NOT BE LESS THAN 3 FEET WIDE. c. 3111"STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL 845 ROSEWOOD DR POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED MATTITUCK,NY 11952 HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES ON _i` EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND 14" CS-16 COIL STRAP DATE: 06/2025 BELOW HE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT PROTECT N0. 3525002 LESS THAN 311/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 REVISION DATE INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. SUBMIT FOR BUILDING PERMIT 01/2025 d. 311.7.2"'THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES WD FLR JOIST 2 AS-BUILT SUBMISSION 0612025 MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR SIMPSON STRONG-TIE FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE 10-1ACE @ ALL PORCH PASTS 4 10-16D NAILS STAIRWAYl." ALLOWABLE LOAD 1,785# 1/2- 5 e. 311.1.3"A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 " 6 INCHES BETWEEN FLOOR LEVELS OR LANDINGS." CONC 1/z" f. 311.7.5 RISERS SHALL BE NOT MORE THAN 73/4 INCHES,AND TREADS SHALL BE NOT FOUND m OR , LESS THAN 10 INCHES.NOSINGS SHALL PROJECT NOT LESS THAN 3/INCH AND NOT ; GRADE NOTES: MORE THAN 11/4 INCHES ON STAIRWAYS WITH SOLID RISERS.MAXIMUM 3/8"TREAD SIMPSON STRONG-TIE 1.THE CONTRACTOR SHALL VERIFY ALL AND RISER VARIANCE WITHIN STAIR RUN.MINIMUM TREAD WIDTH 6"AT WINDERS. CS16 COIL STRAP @ 16"G.C. EXISTING AND PROPOSED CONDITIONS ON WRAP AROUND SILL R311.7.6"THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH LCB @ AN STRONG-TIE THE CONSTRUCTION DOCUMENTS WITH 3"X 3"BP AT ALL ANCHOR BOLTS LCB @ALL PORCH POSTS g' JJ 5/8"X i2"ANCHOR BOLTS AT 36"O.C. ALLOWABLE LOAD 6,270# THOSE AT THE SITE.ANY DISCREPANCIES STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT WFCM TABLE 3.2A 2001&12"OFF CORNERS SIMPSON STRONG-TIE MUST BE BROUGHT TO THE ATTENTION OF LESS THAN THE WIDTH OF H ALLOWABLE TENSION LOAD 1,235# HD5A @ ALL PORCH POSTSE FLIGHT SERVED._WHERE THE STAIRWAY HAS A 5/8"DIA.X 12"ANCHOR INTO CONCRETE THE ARCHITECT PRIOR TO COMMENCING STRAIGHIf RUN,THE DEPTH IN THE DIRECTION OF TRAVEL SHAH BE NOT LESS THAN 36 (2)3/4" X W BOLTS INTO POST CONSTRUCTION.THE CONTRACTOR SHALL ALLOWABLE LOAD 3,705# INCHES. BE RESPONSIBLE FOR DISCREPANCIES h. R311.7.8 HANDRAILS WITH A HEIGHT OF 34"-38"ABOVE NOSING SHALL BE PROVIDED NOT REPORTED TO THE ARCHITECT ONCE E-- SIMPSON SPH4 WORK HAS COMMENCED,EXCEPT FOR ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 12-10D NAILS TO STUD UPLIFT 1,360# HIDDEN CONDITIONS WHERE APPLICABLE. FOUR OR MORE RISERS, I. R311.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE TO HAVE BP TIE TO PROVIDE CONTINUOUS2.PROVIDE WO BLOCKING IN j SUPPORT FROM 1. A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL PLATE TO RAFTER. TO TOP OF FRAMING FOR ALL OD SWALL ii. A HANDRAIL 34-38 INCHES IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT �B INCLUDING BUT NOT LIMITED TO:TOWEL VERTICAL IN 12 UNITS HORIZONTAL5 BARS,TOILET PAPER HOLDERS,SHELVING 5. R312 GUARDS AND WINDOW FALL PROTECTION s°MIN ATTACHMENT,ROBE HOOKS,GRAB BARS, �, ETC. a. R312.1 PORCHES,BALCONIES,AND STAIR LANDINGS LOCATED GREATER THAN 30" ! FOUND ABOVE ADJACENT FLOOR OR GRADE ARE TO BE INSTALLED WITH GUARDS NOT LESS GRADE9� 3.NO WORK TO COMMENCE UNTIL A THAN 36 INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE SIMPSON STRONG-TIE BUILDING PERMIT IS ISSUES. OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4"IN DIAMETER. SPH4 @ 16"o.o. b. "R3122 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION SHALL BE PROVIDED 3"X 3"BP AT ALL ANCHOR BOLTS 5-8D NAILS TO STUD ssD NAILS TO RAFTER 4.THESE PLANS COMPLY WITH THE 2020 5/8"X 12"ANCHOR BOLTS AT 36"O.C. 5.81)NAILS TO PLATE 5.81)NAILS TO PLATE INTERNATIONAL ENERGY CONSERVATION IN ACCORDANCE WITH SECTIONS R3122.1 AND R31222. WFCM TABLE 3.2A 2001&12"OFF CORNERS UPLIFT 360# UPLIFT 415# CODE. I. R31122.1 WINDOW SILLS.IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF SIMPSON STRONG-TIE AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE H4&H2.5 @ 16"O.C.AND 12"FROM ENDS FINISHED FLOOR AND GREATER THAN 72 INCHES ABOVE THE FINISHED GRADE OR (USE WHEN STUDS AND RAFTERS DONT ALIGN) OTHER SURFACE BELOW ONHE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOWS WITH DPENINGS THAT WILL NOT ALLOW A 4-114CH-DIAMETER SPHERE TO PASS THROUGHT THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. SIMPSON STRONG-TIE 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION HH @ ALL HEADERS SPANS GREATER THAN 6 FEET DEICES THAT COMPLY WITH ASTM F 2090.V 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R31222. SIMPSON H2A Ii. R31222 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL I 5.10D NAILS TO RAFTER 5-lOD NAILS TO STUD DEVICES SHALL COMPLY WITH ASTM F 2090.THE WINDOW OPENING CONTROL ! UPLIFT 450# PSON DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE Hz @ 1650.C.ANDI12"FROM ENDS WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF (USE WHEN STUDS THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. SIMPSON STRONG-TIE AND RAFTERS ALIGN) HCP4 @ ALL HIP CORNERS 8-10D NAILS TO RAFTER 8-10D NAILS TO PLATE UPLIFT 3,367# SINGLE POUR ENDWALL RIM JOIST PAR ON INSTALLATION CORNER STUD HOLOOWN CONNECTED TO TRANSFER SHEAR 13 1/2" oo ,o I-2.16D COMMON NAILS @ 6"O.C. REBAR IN SHEAR CONE V OR A. ��V ��� . 1/2°MIN. E1.H �r CORNER 0 SIMPSON STRONG-TIE HPAHD4O CORNER HOLDOWNS-USE"SIMPSON"HDU8-SDS2.5 (20)SDS 1/4"X 2.5"WOOD SCREWS y (1)5/8"DIA X 12"STEEL ANCHOR r ALLOWABLE LOAD 6,970# 041714 {� DRILL AND SET 5/8"DIAMETER ANCHORS 8 1/2"MIN INTO CONCRETE.HOLE TO BE r 11/16"DIAMETER.FILL HOLE HALFWAY WITH"SET EPDXY-TIE"BY'SIMPSON'IF r` OF TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE WITH"AT-ACRYLIC TIE"IF TEMPERATURE IS BETWEEN 0-40 DEGREES.REFER TO MANUFACTURES INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR j LOCATIONS i I NOTE 1: GENERAL NOTES TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 3611 STRAPPING O.C.AS PER.(WFCM TABLE 3.2A 2001) l NOTE 2: DETAILS REFERENCE STANDARD USED IN DESIGN OF STRUCTURE (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING DETAILS AS PRESCRIBED ABOVE NOTE 3: SCALE: AS NOTED ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX TREATED,OR STAINLESS STEEL TYPICALLY TYP. STRAPPING DETAILS COPYRIGHT OWNERSHIP AND USE OF DOCUMENTS:3 ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: OM i a-- c.0) COVER W/ROOF SHINGLE L.t� RAFTER TIES @ 16"O.C. CONTINUOUS RIDGE VENT COBRA RIDGE CAP MIN(1 )10-D 12" PER MANUF'S IRIDGE VENT OR NSTRUCTIONUAL S ROOF AS 5 8"GYPSUM BOARD F� MIN(14)10-D NAILS ROOF RAFTERS / RAFTER CONNECTOR LTWGT ARCHITECTURAL • O SHINGLES SHINGLES OVER @ 16"O.C. • • HORIZONTAL SIDING RIDGE O 12" MODE R' ITTJE20@ 16"O.C. #15 ROOFING FELT OVER 1/2"THK(CDX.)PLYWOOD o DBL.TOP PLATE • •• , ___ O O - - -_- _ FELT OR HOUSEWRAP Q + u MIN(14)10-D.NAILS ALL JOINTS TO BE - O 1"MIN.AIR SPACE TAPED&SEALED O O O 5/8"CDX PLYWOOD SHEATHING 18 MIDTOWN ROAD CO2025 p CARLE PLACE NY 11514 p TJI INSULATION DMIIARC-3021 MAD.CDR1 RIDGE BOARD OR BEAM OR DIMENSIONAL ROOF RAFTERS(SEE (SEE PLANS) DILUMBER 16" ROOF RAFTER PLANS FOR SIZE& CENTERS SPACING) 2"x 6"STUDS @ 16"O.C. WHERE STUDS DO NOT ALIGN W/RAFTERS INSTALL ICE AND WATER SHIELD AT EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 PROJECT RAFTER-TO-RAFTER CONNECTION TYP.@ EACH RAFTER n TYP.RIDGE VENT DETAIL 3 RAFTER TIE DETAILS TYP.@ EACH RAFTER 4 TYPICAL FLOOR JOISTS SPACING AND METAL TYPICAL EXTERIOR WALL CONSTRUCTION PIRIR MODEL'CS20' BY SIMPSON STRONG TIES G MODEL'LTS' BY SIMPSON STRONG TIES CROSS BRACING RESIDENCE 1 E TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE 1"x3"VINYL COATED WD.CASINING USE EVERY OTHER NAIL HOLE NUMBER NUMBER (TO BE REPLACED OR REPAIRED IN A ROW TO PROVIDE THE /N�OI1, JOINT DESCRIPTION OF COMMON OF BOX NAIL SPACING AFTER EACH INSTALLATION) 9" UH�Tx, 845 ROSEWOOD DR 12" �Yp ROOF RAFTERS CODE-REQUIRED MINIMUM END NAILS NAILS MATTITUCK,NY 11952 CENTER-TO-CENTER LENGTH ROOF FRAMING DATE: SPACING FOR NAILS 1"x2"WOOD SPACER / PROJECT N0. 06/5002 RAFTER CONNECTOR 3525002 MIN(14)10-D NAILS MIN(14)10-D NAILS EA. RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3401) PER RAFTER PREDRILLED FASTENING • HOLES @ 9"O.C. / d REVISION DATE CEILING JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER JOIST / a SUBMIT BUILDING PERMIT Bv2025 .° DBL.TOP PLATE WALL STUD 36"-42" 11 = /2\AS-BUILT ILTSUDMISSIDN 06/2025 CUT CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP / I- is `__� e BASE PLATE LENGTH = 4 . CLEAR CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 646D 40D EACH LAP W ►- 5 SPAN 1/2"CDX PLYWOOD 6 GALV.MEATL STRAP ; COLLAR TIE TO RAFTER(FACE-NAILED)(TABLE 3.6A) 3-8D 3-10D PER TIE STRUCTURAL STORM PANEL ¢ o • @ 16"O.C. BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END o_ z MODEL'CS20' RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-16D EACH END 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON RIM JOIST • WALL FRAMING THE CONSTRUCTION DOCUMENTS WITH ' 12" PREDRILLED FASTENING THOSE AT THE SITE.ANY DISCREPANCIES DBL TOP PLATE END TOP PLATE TO TOP PLATE(FACED NAILED) 2-16D 246D PER FOOT HOLES @ 9"O.C. MUST BE BROUGHT TO THE ATTENTION OF °• LENGTH THE ARCHITECT PRIOR TO COMMENCING TOP PLATES AT I NTERSECTIO NS(FACE-NAI LED) 446D WOOD CASING 5-16D JOINTS EACH SIDE CONSTRUCTION.THE CONTRACTOR SHALL ., PROVIDE MINIMUM 1" BE RESPONSIBLE FOR DISCREPANCIES o, END DISTANCE STUD TO STUD(FACE NAILED) 2-16D 246D 24"O.C. NOT REPORTED TO THE ARCHITECT ONCE • EQUAL NUMBER OF HEADER TO HEADER(FACE-NAILED) 16D 16D 16"O.C.ALONG EDGES o WORK HAS COMMENCED,EXCEPT FOR SPECIFIED NAILS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D 2-40D PER STUD HIDDEN CONDITIONS WHERE APPLICABLE. IN EACH END BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16D 2-40D PER FOOT 2.PROVIDE WOOD BLOCKING IN WALL ENDJOIST,OR BLOCKING(FACE-NAILED) FRAMING FOR ALL ACCESSORIES STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD WHERE OPENING PROTECTION WITH THE USE OF PLYWOOD PANELS IS ALLOWED INCLUDING BUT NOT LIMITED TO:TOWEL 6 RAFTER TIE DETAILS TYP.@EACH RAFTER CONNECTION @ 16"O.C. FLOOR FRAMING 11 TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS BY 2020 IRC R301.2.1.2,INSTALLATION IS TO BE IN ACCORDANCE WITH BARS,TOILET PAPER HOLDERS,SHELVING R301.2.1.2 AND THESE DRAWINGS. ATTACHMENT,ROBE HOOKS,GRAB BARS, MODEL'MTS30' BY SIMPSON STRONG TIES MODEL'BP'BY SIMPSON STRONG TIES JOIST TO SILL,TOP PLATE OF GIRDER(TOE-NAILED) 4-8D 4-10D PER JOIST IN COMPLIANCE WITH IRC 2020140 MPH DESIGN WIND SPEED RC, BRIDGING TO JOIST TOE-NAILED 2-8D 240D EACH END 3.NO WORK TO COMMENCE UNTIL A "SIIVIPSON"HDQ8 2-16d COMMON BLOCKING TO JOIST OE-NAILED 2-8D 2-101) EACH END BUILDING PERMIT IS ISSUES. "SIIVIPSON"PHD6 NAILS @ 6"o.c. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK FASTENING SCHEDULE B ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING(IN 4.THESE PLANS COMPLY WITH THE 2020 FOR FULL LENGTH PLATES LEDGER STRIP TO BEAM(FACE-NAILED) 346D 4-16D EACH JOIST ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) INTERNATIONAL ENERGY CONSERVATION OF STUD JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-81) 3-10D PER JOIST CODE. ROUGH OPNS BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST A NOTATION A B C D E F BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 246D 3-16D PER FOOT BLOCKING @ 2'-0" 2 (1)2"x4" 1 1 1 1 ENDWALL ROOF SHEATHING 4'-0" 4 (1)2"x4" 2 2 2 2 STRUCTURAL PANELS 8-D 10D 6"EDGE/12"FIELD D DIAGONAL BOARD SHEATHING g 6'-0" 6 (2)2"x4"or(1)2"x6" 3 3 3 3 E 8'-0" 8 (2)2"x4"or(1)2"x6" 3 3 3 3 1"X6"OR 1"X8" 2-8D 2-10D PER SUPPORT C 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT 101 -0" 10 (2)2"x6" 4 4 4 4 12" CEILING SHEATHING 12'-0" 1.2 (2)2"x6" 5 4 5 4 - HEADER GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10"FIELD F A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A P.316) " B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)(TABLE 3.23B,P.193) "SIMPSON"PHD6"SIMPSON"HDQ8 WALL SHEATHING C-NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLE 3.23C,P.m) Ni STRUCTURAL PANELS 8D 10D 6"EDGE/12"FIELD D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER NOTE: MIN(14)10-D NAILS @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A P.316) 1.SHEATHING AS PART OF SHEARWALL SEGMENT(SWS), FIBERBOARD PANELS WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINUOUS 7/16" 6D - 3"EDGE/6" FIELD E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLE 3.22F,P.191)ASSUME DBL.HDR. FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT F-NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) JOINTS.8d COMMON NAILS @ 6"o.c.EDGE&FIELD JACK STUD 25/32" 8D - 3"EDGE/6" FIELD @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLE 3.8,P.157)&(TABLE 6A PAGE 316 2.HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD ) STRUCTURE UNLESS OTHERWISE NOTED. KING STUD NAILING&STRAPPING @EXTERIOR WINDOW 3.SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) / /DOOR HEADER &DETAIL(HOLDOWN&CONN). HARDBOARD 8D 8D 6"EDGE 12"FIELD 1 PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) GALV. METAL TIE DOWN W/IN 32"OF DIAGONAL BOARD SHEATHING CORNER OF STRUCTURE 1"X6"OR 1"X8" 2-8D 3-10D PER SUPPORT DELHO 8 GALV.METAL TIE-DOWN AT CORNER OF STRUCTURE � �D AR MODEL'HDQ8/PHD6'BY SIMPSON STRONG TIES MODEL'HTT22' BY SIMPSON STRONG TIES 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALLOWABLE �� DEFLECTION FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 NO FINISHED CEILING ATTACHED TO RAFTERS ; ro STRUCTURAL PANELS DECKS 40 psf 10 psf �, o4t7t RR905.2.5 FASTENERS.FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 1"OR LESS 8D 10D 6" EDGE/12"FIELD PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 qTf OF GAGE[0.105 INCH(2.67 mm)]SHANK WITH A MINIMUM 3/8-INCH(9.5 mm)DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING GREATER THAN 1" 10D 16D 6" EDGE/6"FIELD MATERIALS AND A MINIMUM OF 3/4 INCH(19.1 mm)INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH(19.1 mm)THICK,THE DIAGONAL BOARD SHEATHING ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf FLOORS AND PLASTERED CEILINGS L/360 FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F 1667. RR905.2.6 ATTACHMENT.ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.FOR NORMAL APPLICATION, 1"X6"OR 1"X8" 2-8D 340D PER SUPPORT ATTICS WITH STORAGE(ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 STRAPPING ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT WHERE:THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL(20:12),SPECIAL METHODS OF FASTENING ARE REQUIRED. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE DETAILS & EXCEPTION:ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES: PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SLEEPING ROOMS 30 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES H/240 1. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(177 km/h)OR GREATER AND THE EAVE IS 20 FEET HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE SCHEDULE (6096 BASIC OR HIGHER ABOVE GRADE. DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 b THE LOAD PATH. 2. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(193 km/h)OR GREATER. GUARDRAILS AND HANDRAILS 200 plf 10 psf NOTE:L-SPAN LENGTH, H=SPAN HEIGHT 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF a FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HERIN,THE WIND 3. SPECIAL WIND ZONES PER FIGURE RR301.2(4) NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ROOF LOADING(LIVE=GROUND SNOW LOAD 20 psf 12 psf for attic LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND ADJUSTMENTS AS PER FIGURE R301.2(5)OF THE 2020 CLADDING(ASO)LOADS OBTAINED FROM TABLE R301.2(2). 3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK INTERNATIONAL RESIDENTIAL CODE) 15 psf for cath b DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SCALE: AS NOTED IBC FOR ADDITIONAL REQUIREMENTS. SHALL BE LIMITED TO AN ALLOWABLE DEFLECTIONS OF H/180. FASTENERS FOR ASPHALT ROOF SHINGLES 13 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 10 (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE) i COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWID I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED NGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO U NTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT PLANS AND,BE SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED SECTION RECIFICA SPECIFICATIONS RE IN NYS COMPLIANCE ECC . PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i r. Q�4°' r x V ' Seldhr777 Ln � �rn l U ygg INdtpf the 4 � i ?' share Acre.` t} aS° co Aitlter R . 84S Rosewood ry� MATTITUCK' Alryur R° 845 Rosewood Dr • .", Nbrrofl creek' o. CALIRfL . �• °a 18 MIDTOWN ROAD CC`2025 � - CARTE PLACE NY 11514 (631)-332-3021 DMC ARCRITECTSMAD.COM 'Ile KEY PLAN 1 PROJECT PIRIR RESIDENCE 845 ROSEWOOD OR MATTITUCK,NY 11952 DATE: 06/2025 PROJECT NO. 3525002 REVISION DATE SUBMIT FOR BUILDING PERMIT 01/2025 2 AS-BUILT SUBMISSION 06/2025 4 5 COX NE 6 NOTES: ` AD1.THE CONTRACTOR SHALL VERIFY ALL ROSEWOOD DRIVE \ EXISTING AND PROPOSED CONDITIONS ON / \ �\ THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION,THE CONTRACTOR SHALL S 026' 0°E 115.00T BE RESPONSIBLE FOR DISCREPANCIES REPORTEDNOT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES EXISTING DRIVEWAY INCLUDING BUT NOT LIMITED TO:TOWEL TO REMAIN I BARS,TOILET PAPER HOLDERS,SHELVING I EXISTING FRONT ATTACHMENT,ROBE HOOKS,GRAB BARS, WALKWAY TO REMAIN ETC. 3.NO WORK TO COMMENCE UNTIL A I - - - - — — C—CESSO—RYST—RUCTURE(POOL) —POO L)ENVEI OPE - - - - - - - 1 BUILDING PERMIT IS ISSUES. _ —r — I 4.THESE PLANS COMPLY WITH THE 2020 I INTERNATIONAL ENERGY CONSERVATION CODE. I Y I O cM I 33.6' a 6 B a 15.0' 0] I tiN I I EXISTING 2 STORY � ( I N WOOD FRAME r �"I a bi DWELLING(1,604 N Z I SF COVERAGE) 00 13.9' LL N 12.1' 17.0' LOT COVERAGE CALC. � w o ao �i --- GROUND FLOOR 1,604SF EXISTING W SECTION: 113 NOTE: DECK 356 SF DECKING TO 6 OOD oI THE INFORMATION USED FOR THIS IN-GROUND POOL 924 SF REMAIN(356 SF) 14.3' w a I BLOCK: 2 SITE PLAN WAS OBTAINED SHED >= 96 SF Lm I o o II DIRECTLY FROM THE SURVEY. O Z I ( O LOT: 7 (SEE SURVEY ATTACHED) TOTAL LOT COV. =2,980 SF I 0. �I M I z Z M NEW ON-GRADE ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40" O I O I PAVED POOL PATIO '�^ REQUIRED EXISTING/PROPOSED OWNERSHIP AND USE OF DOCUMENTS: 01SIDEYARD -GROUND I `j I IINED DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF 924 SF LOT AREA 40,000 SF MIN * 20,092 SF(EXISTING) PROFESSIONAL SERVICE,ARE AND SHALL REMAIN 7HE AGE) PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO LOT WIDTH 15O'MIN * 115'(EXISTING) BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR 8.75' 34.25' I PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY SIDE YARD LOT DEPTH 175'MIN * 174.1' EXISTING AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN ��f) ARC, SETBACK SETBACK I ( ) AUTHORIZATION OF ARCHITECTS MAD. /y I h `p�,tH0 y ��` LOT COVERAGE 20%(4,018.4)MAX 2,9$0 SF(PROPOSED) � �q to I NEW POOL CODE FENCE !��� I COPYRIGHT Y I ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE "R-40EF ALL DRAWINGS ORIGINTTENMATERI UNPUBLISHED WORK ' 1 ' I CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE Q NEW IN•GROUND \ I ARCHITECT,AND THIE SAME OR ANY PART THEREOF MAY NOT BE �, 041714 0) POOLOVERFLOW 1 (POOL) DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY M N DRYWELL / I MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. E OF cr PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S 9 EXISTING STORAGE SHED TO 80 i I REQUIRED EXISTING/PROPOSED WORK,WITHIOUTARCHITECT'S WRITTEN CONSENT. REMAIN(96 SF) c NEW POOL EQUIPMENT O 4t7 5 FRONT SETBACK 35' MIN(PRIMARY) 115.7-(PROPOSED) ENERGY COIDE COMPLIANCE STATEMENT PROJECT INFO, I THE HEREBY UNDERSIGNED,STATE NEW THAT T STATE REGISTERED SURVEYS & LOCATION SIDE SETBACK 5'MIN 38.75'(PROPOSED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ACCESSORY STRUCTl1RE(POOL)ENVELOFE Lt� — — — — — — — — — — — — — 34.25'(PROPOSED) KNOWLEDGE,BELIIEF AND PROFESSIONAL JUDGEMENT,THESE 7 jn PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH N 23 °03'40" W 115.01' CN CN REAR SETBACK 5'MIN 36.9'(PROPOSED) SECTION IR105.2.2OFTHE2020NYSE000. PLUMY / GAS * EXISTING NON-COMPLIANT F, RISER DIA. NO WORK TO COMMENCE UNTILL BUILDING PERMIT IS SCALE: AS NOTED SITE PLAN ZONING INFORMATION RECEIVED 2 3 SCALE- DRAWINGS SUBMITTED FOR Ilk BUILDING PERMIT DRAWN BY: DM i f o 0, APPROVED AS NOTED DATE: 1-15-22 B.P.# 515 5 5 C/:) FEE 02•00 BY' A NOTIFY BUILDING DEPARTMENT AT cz� 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION- TWO REQUIRED "IMMEDIATELY" FOR POURED CONCRETE ENCLOSE POOL TO CODE ROUGH-FRAMING&PLUMBING UPON COMPLETION INSULATION C.D BEFORE"WATER" FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE - REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS INSPECTION REQUIRED 18 MIDTOWN ROAD C2025 CARLE PLACE NY 11514 (631)-332-3021 DMP A RCHITECTSMAO.COM COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF _...__SOUT14OLDTOF.1,40 SOUTHOLDT01"N PLA W1140 BOARD SOUTHOLDTO1.11ITRUSMS PROJECT KYS.DEC PIRIR SOUTHOLD R ._.., SCHD RESIDENCE 845 ROSEWOOD DR RETAIN STORM WATER RUNOFF MATTITUCK,NY 11952 PURSUANT TO CHAPTER 236 DATE: 01/2025 OF THE TOWN CODE PROJECT NO. 3525002 REVISION DATE 1 SUBMIT FOR BUILDING PERMR 01/2025 2 3 4 5 6 NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF 77 THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING I TU ATTACHMENT,ROBE HOOKS,GRAB BARS, plMZN ,-s a 4 + / ETC. � � � `B 1/7 H ! � � r � ' � - 7 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. AR LHO C9 o ry n� trJ, 041714 �O qr£OF N PROJECT TITLE SCALE: AS NOTED DRAWN BY: DM I i v GENERAL NOTES ON CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY LiJ 20. PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND 5. JOINT TREATMENT SHAM BE TOOLED MORTAR JOINTS ALL CONSTRUCTION SHALL CONFORM TO 1. SiTE PLAN INFORMATION,INCLUDING ANY TOPOGRAPHIC ELEVATIONS,WAS TAKEN FROM REMOVAL OF EXISTING CONSTRUCTION,ON EXTERIOR SURFACES A40 NEW CONSTRUCTION 1. ALL FRAMING IS TO BE IN ACCORDANCE WITH ..�,.. THE 2020 NEW YORK STATE BUILDING CODES INCLUDING BUT NOT LIMITED TO SURVEY OF THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND PREPARER INFORMATION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR 6. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART a. THE AMERICAN WOOD COUNCiL'S WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND o RESIDENTIAL CODE AREAS. CEMENT,1 PART LiME PUTTY,AND 6 PARTS SAND.ALL STUCCO SHALL BE APPLIED TO CLEAN, TWO-FAMILY DWELLINGS AND THE o BUILDING CODE 2. PROTECT FROM CONSTRUCTION DAMAGE ALL EXISTING TREES,VEGETATION,LANDSCAPING, ! MOIST CONCRETE AND MASONRY SURFACES. b. 2020 NEW YORK STATE RESIDENTIAL CODE o EXISTING BUILDING CODE AND SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING. 21. ERECT AND MAINTAIN DUST PROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT IF THERE ARE ANY QUESTIONS,CONCERNS,OR ISSUES REGARDING THE INTENT,NOTES, - o FIRE CODE DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. FRAMING DIAGRAMS,OR DRAWINGS,CONTACT ARCHITECT FOR CLARIFICATION PRIOR o PLUMBING CODE 3. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER TO CONSTRUCTION. o MECHANICAL CODE DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. 22. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,BRACING,OR STRUCTURAL o FUEL GAS CODE SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY THE 2015 i o ENERGY CONSERVATION CONSTRUCTION CODE 4. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. BUILDING TO BE SELECTIVELY DEMOLISHED. i INTERNATIONAL RESIDENTIAL CODE.ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, o PROPERTY MAINTENANCE CODE CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE ARCHITECT OR • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 UNIFORM CODE 5. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE 23. REMOVE AND TRANSPORT DEBRIS iN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 18 MIDTOWN ROAD C2025 SUPPLEMENT SURFACES AND AREAS. CABLE PLACE N411514 • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 SUPPLEMENT TO THE NEW 6. FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL 3. THE BASK STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION Of ! 1631)-332-3021 YORK STATE ENERGY CONSERVATION CODE WITH A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT MEETING THE 24. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO ADJACENT I FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. DM@ARCHITECTSMAD.COhI OTHER REFERENCE STANDARDS USED: REQUIREMENTS OF SEISMIC DESIGN CATEGORY 6 OR BETTER PER 2020 NYS RC.FOOTINGS CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS, REQUIRED TO ACCOMMODATE ALL LIVE,DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS • WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8"MINIMUM LIFTS BETWEEN THESE ELEMENTS ARE MADE. ALL CODES SHALL SUPERSEDE THE DRAWINGS AND SHALL BE INCORPORATED INTO THE 25. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINi3H RESTORATION INTO CONSTRUCTION WHETHER THEY ARE INDICATED OR NOT. 7. DESIGN IS BASED ON SOIL BEARING CAPACITY OF 3000 PSF.IF NOT ACHIEVED DURING ADJOINING CONSTRUCTION TO REMAIN iN A MANNER THAT ELIMINATES EVIDENCE OF 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS,SPACING,AND EXCAVATION,NOTIFY ARCHITECT PRiOR TO COMPLETING WORK.IN AREAS LIKELY TO HAVE PATCHING AND REFINISHING. SIZES.IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24"ON CENTER I GENERAL STRUCTURAL NOTES EXPANSIVE;COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOILS SPACING. 2020 NYS RC SECTION R301 DESIGN CRITERIA TEST BY AN APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS. FOUNDATION 5. PER 2020 NYS RC SECTION R311, j PROJECT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: PIRIR THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO 8. BACKFIILING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 POUNDS PER SQUARE ' a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR RESIST LOADS AS SET FORTH IN TABLE R301.2(1): WAILS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. INCH. FOUNDATION WALLS SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. I RESIDENCE cuMarlc AND cEocRaPrlIc oesiGN cRREa All SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH w.ro Asa ,,n,rcrroo�+aarr"oe 9. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL.CONTACT ARCHITECT iF OTHER ; AWPA Ul UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE I r�tt tn,o wnn siFsta:c ?MTVe xe s er,.n noon �m ,[sy trm% �, � �W Alt MA� MwE�o �� CONDITIONS ARE PRESENT. BARRIER. �p,� x 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE '$"'" '-a 'o °�; '° ' "° ^'"" �' AND ROOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF DRAINAGE AND FINAL 3. FOOTINGS ARE TO BE MINIMUM 36"BELOW GRADE U.O.N..SEE DRAWINGS FOR FOOTING SIZE b. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS I 845 ROSEWOOD OR NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE GRADING,INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY AND REINFORCING DETAILS.CONTRACTOR SHALL VERIFY DEPTH OF ALL EXISTING FOOTINGS HAVING CLEARANCES OF LESS THAN 1/2 INCH ON TOPS,SIDES,AND ENDS,SHALL BE MATTITUCK,NY 11952 FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE. DISTURBED BY CONSTRUCTION. ! PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. DATE: 01/2025 DESIGN LOADS: PROJECT NO. 3525002 R301.4 DEAD LOAD."THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED 11. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM,OR MODIFICATION OF 4. PROVIDE 518"ANCHOR BOLTS EMBEDDED A MINIMUM OF 7"IN POURED CONCRETE OR A c. FASTENERS FOR PRESERVATIVE-TREATED WOOD ARE TO BE HOT-DIPPED,ZINC-COATED FOR DETERMINING DEAD LOAD WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EXISTING SYSTEMS. MINIMUM OF 15"IN MASONRY BLOCK.SPACING FOR ONE-STORY STRUCTURES SHALL BE 72" GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER,IN ACCORDANCE i REVISION DATE EQUIPMENT." ON CENTER(O.C.).SPACING FOR TWO-STORY STRICTURES SHALL BE 36"O.C..PROVIDE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS,011112"OR GREATER I 1 SUBMIT FOR BUILDING PERMIT 0112025 R301.5 LIVE LOAD.DESIGN IS TO ACCOMMODATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION.RESTORE LAWNS AS REQUIRED. ANCHOR BOLTS WITHIN 12"OF CORNERS AND BOARD ENDS.COORDINATE WITH FRAMING. STEEL BOLTS. 2 CALLED FOR IN TABLE R301.5 2020 NYS RC.ANY INCREASE IN LOADS DUE TO CHANGE IN 3 FUNCTION,CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE 13. RE-GRADE DRIVE AND PARKING AREAS WITH 16"MiN.COMPACTED BED OF APPROVED BANK 5. KEY ALL FOUNDATION WALLS TO FOOTINGS. 6. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE.INSTALL 4 STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. RUN GRAVEL. ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL i 6 TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS IN POUNDS PER SQUARE FOOT) 6. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. BEARING ON THE FOUNDATION SYSTEM. USE LIVE LOAD 14. CONSULT WITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTIONS,AND UNINHABITABLE ATTICS WITHOUT STORAGE 10 PLANTING BED FINISHES. 1. PROTECT ANY DAMPPROOFING AND INSULATION DURING BACKFILL OPERATIONS. 7. PROVIDE HOLD DOWNS AT BOTTOM CORNERS OF SHEAR WALLS AS INDICATED ON PLANS. i NOTES; UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. 1.THE CONTRACTOR SHALL VERIFY ALL HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 30 15. COMPLETELY CONTROL AND REMOVE All DEMOLITION DEBRIS,SCRAPS&DUST. 8. PER 2020 NYS RC SECTION R405:DRAINS SHALL BE PROVIDED AROUND"CONCRETE OR EXISTING AND PROPOSED CONDITIONS ON STAIRS MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES B. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN THE CONSTRUCTION DOCUMENTS WITH DEMOLITION LOCATED BELOW GRADE"UNLESS"_.THE FOUNDATION IS INSTALLED ON WELL-DRAINED STRUCTURAL NOTES. THOSE AT THE SITE.ANY DISCREPANCIES BALCONIES EXTERIOR AND DECKS 40 GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL MUST BE BROUGHT TO THE ATTENTION of FIRE ESCAPES 40 THE ARCHITECT PRIOR TO COMMENCING 1. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLE R405.1" 9. PROVIDE ALL FLUSH FRAMED JOISTS,HEADERS,RAFTERS,AND RIDGE BEAMS WITH CONSTRUCTION.THE CONTRACTOR SHALL GUARDS AND HANDRAILS 200 TO BE SELECTIVELY DEMOLISHED. PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. i BE RESPONSIBLE FOR DISCREPANCIES GUARD IN-FILL COMPONENTS 50 9. 2020 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING: NOT REPORTED To THE ARCHITECT ONCE PASSENGER VEHICLE GARAGES 50 2. REMOVE AND LEGALLY DiSPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, FOUNDATION WALLS SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE 10. PER R502.6(2020 NYS RC),"THE ENDS OF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOT WORK HAS COMMENCED,EXCEPT FOR ROOMS OTHER THAN SLEEPING ROOMS 40 SALVAGED,OR TO REMAIN THE OWNER'S PROPERTY. FINISHED GRADE MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8"PORTLAND CEMENT LESS THAN 11/2 INCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES ON HIDDEN CONDITIONS WHERE APPLICABLE. SLEEPING ROOMS 30 PARGING APPLIED TO THE EXTERIOR OF THE WAIL.THE PARGING SHALL BE DAMPPROOFED IN I MASONRY OR CONCRETE...THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,OR A j STAIRS 40 3. EXISTING TO REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND ACCORDANCE WITH ONE OF THE FOLLOWING: SILL PLATE Of 2-INCH-MINIMUM NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE 2.PROVIDE WOOD BLOCKING IN WALL SOILING DURING SELECTIVE DEMOLITION.WHEN PERMITTED BY THE ARCHITECT,ITEMS MAY 1. BITUMINOUS COATING JOIST,BEAM OR GIRDER.THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING FRAMING FOR ALL ACCESSORIES NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE INCLUDING BUT NOT LIMITED T0:TOWEL BE REMOVED TO A SUITABLE,PROTECTED STORAGE LOCATION DURING SELECTIVE 2. THREE POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT AREA OF 48 SQUARE INCHES"."JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING BARS,TOILET RAPER HOLDERS,SHELVING TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. 3. ONE-EIGHTH-INCH COAT Of SURFACE-BONDING CEMENT COMPLYING WITH SUPPORT SHALL LAP NOT LESS THAN 3 INCHES AND SHALL BE NAILED TOGETHER WITH A ATTACHMENT,ROBE HOOKS,GRAB BARS, STRUCTURAL MEMBER ALLOWABLE DEFLECTION ASTM C 881. MINIMUM THREE 100 FACE NAILS...° ETC. 4. REMOVE AND SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE 10. ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL ARE TO BE PRESSURE PRESERVATIVE i RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH U180 OWNER'S PROPERTY.REMOVE,CLEAN,AND PACK OR CRATE ITEMS TO PROTECT AGAINST TREATED. 11. PER R5023.1 (2020 NYS RC)PROVIDE BRIDGING FOR WOOD JOISTS EXCEEDING SIZE OF 3.No WORK To COMMENCE UNTIL a FINISHED CEILING NOT ATTACHED TO RAFTERS DAMAGE.IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED NOMINAL 2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING 8'-0". BUILDING PERMIT IS ISSUES. INTERIOR WALLS AND PARTITIONS H/180 STORAGE AREA 11. CRAWL SPACES,OR ANY UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER. FLOORS U360 AND THE EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)SHALL BE BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE I 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER U360 5. REMOVE AND REINSTALL:REMOVE ITEMS INDICATED;CLEAN,SERVICE,AND OTHERWISE VENTILATED AND PROVIDED WiTH ACCESS iN ACCORDANCE WiTH 2O15 IRC R408.1 AND DRAWINGS.VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC CODE. AND STUCCO) PREPARE THEM FOR REUSE;STORE AND PROTECT AGAINST DAMAGE.REINSTALL ITEMS IN M1305.1.4. REQUIREMENTS. CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM U240 LOCATIONS INDICATED. BOARD) 12. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ALL OTHER STRUCTURAL MEMBERS U240 6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,REINSTALLED,OR CONCRETE FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 44"ON EXTERIOR WALLS-WIND LOADS WITH PLASTER OR H/360 OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY,DEMOLISHED MATERIALS SHALL I CENTER. STUCCO FINISH BECOME THE CONTRACTORS PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH 1. ALL CONCRETE SLABS,FOOTINGS,AND CAISSONS SHALL DEVELOP STRENGTH OF 3000 EXTERIOR WALLS-WIND LOADS WITH OTHER BRITTLE H/240 FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. POUNDS PER SQUARE INCH IN 28 DAYS 13. PROVIDE ALL STUD BEARING WALLS WITH 2 CONTINUOUS TOP PLATES AND 1 CONTINUOUS i FINISHES BOTTOM PLATE.TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 7. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER 2. ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRUE LINES,SQUARE LOAD BEARING WALLS. LINTELS SUPPORTING MASONRY VENEER WALLS U600 DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. CORNERS AND PLUMB WAILS. L=SPAN LENGTH,H=SPAN HEIGHT 14. PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WALL CORNERS. j - NOTE:REFER TO 2020 NYS RC FOR AODI110NA1 NOTES ON THIS TABLE. 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUM YIELD STRESS 40 KSI ASSUMED ON THESE DOCUMENTS. 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS IS TO COMPLY WiTH 4. WWF SHALL BE 6X610/10 CONFORMING TO ASTM 185 LIMITATIONS OF 2020 NYS RC R502.8.FOR ENGINEERED WOOD PRODUCTS,FOLLOW THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF 9, PROVIDE PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS MANUFACTURER'S SPECIFICATIONS. FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. OF ADJOINING CONSTRUCTION AND SiTE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS 5. NO COLD JOINTS IN CONCRETE.ADEQUATELY VIBRATE TO PREVENT AIR POCKETS AND REQUIRED TO ACCOMMODATE All LIVE;DEAD,AND WIND LOADS UNTIL FINAL CONNECTIONS DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC R602.6. BETWEEN THESE ELEMENTS ARE MADE. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF GENERAL NOTES TO CONTRACTOR 10. DISPOSAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED 6. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED MATERIALS TO ACCUMULATE ON-SITE. 25%OF THE STUD DEPTH.BORED HOLES SHALL NOT EXCEED 40%OF THE STUD DEPTH AND ! 7. CONCRETE IN CERTAIN LOCATIONS MUST BE AIR-ENTRAINED WiTH AN AIR CONTENT OF 5°/° THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 518"TO THE EDGE OF THE STUD. j 1. IF THE ARCHITECT IS NOT EMPLOYED BY OWNER TO PROVIDE REGULAR CONSTRUCTION 11. DO NOT BURN DEMOLISHED MATERIALS. AND MEET MINIMUM COMPRESSIVE STRENGTHS AS SPECIFIED IN TABLE R402.2 MINIMUM NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. PHASE SERVICE,INTERPRETATION OF THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE IN THE ABSENCE OF THE ARCHITECT,ALL QUESTIONS SHALL BE DIRECTED TO THE OWNER. 12. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF TYPE OR LOCATION OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE 17. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL ROOF MEMBERS SHALL COMPLY WITH THEM. CONSTRUCTION STRENGTH"IN SEVERE WEATHERING ZONE ! THE LIMITATIONS OF 2020 NYS RC R8023. �� R 2. PRIOR TO SUBMITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHALL EXAMINE BASEMENT WAILS,FOUNDATIONS AND OTHER 2,500 C THE CONTRACT DOCUMENTS AND BECOME ACQUAINTED WITH ALL GOVERNING CODES, 13. SWEEP THE BUILDING BROOM CLEAN ON COMPLETION OF SELECTIVE DEMOLITION OPERATION. I CONCRETE NOT EXPOSED TO THE WEATHER j 18. HEADERS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 602.7. \� �Ho �9'yT< ORDINANCE'S AND CONDITIONS OF THE WORK.NO EXTRAS OR CHANGE ORDERS WiLL BE , ALLOWED DUE TO FAILURE TO UNDERSTAND THE CONDITIONS INVOLVED. BASEMENT SLABS AND INTERIOR SLABS ON 2,500 14. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE j GRADE,EXCEPT GARAGE FLOOR SLABS 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. STRUCTURAL ELECTRICAL,OR MECHANICAL CONDITIONS. BASEMENT WALLS FOUNDATION WALLS, 3,000 3. PRIOR TO THE START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY ALL EXISTING i EXTERIOR WALLS AND OTHER VERTICAL 20. ALL STUDS JOIST AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHALL NOT ' ' p UTILITIES,EXISTING CONDITIONS,AND EXISTING DIMENSIONS.CONTRACTOR SHALL NOTIFY �f►J, 041714 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS CONCRETE WORK EXPOSED TO THE WEATHER BE LESS THAN 31/7. -9r ARCHITECT Of ANY CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL £OF N PORCHES,CARPORT SLABS AND STEPS 3,500 4. CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR I REGULATIONS Of AUTHORITIES HAVING JURISDICTION. EXPOSED TO THE WEATHER,AND GARAGE 21. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ARCHITECT AT ONCE.DEMOLITION OR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN FLOOR SLABS FRAMING MEMBERS IN THE FIRST TWO BAYS Of FRAMING,SPACED A MAXIMUM OF 4'-0"O.C. THOSE ASSUMED ON THE CONSTRUCTION DOCUMENTS.IT IS THE RESPONSIBILITY OF THE 16. DRAIN,PURGE,OR OTHERWISE REMOVE,COLLECT,AND DISPOSE OF CHEMICALS,GASSES, j a. STRENGTH AT 28 DAYS PSI CONTRACTOR TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY IF THIS OCCURS.NO EXPLOSIVES,ACIDS,FLAMMABLES,OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING 22. FOR RENOVATIONS,EXPOSE EXISTING FRAMING(IF ANY)AND NOTIFY ARCHITECT PRIOR TO GENERAL CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. WITH SELECTIVE DEMOLITION OPERATIONS.PERFORM NECESSARY ASBESTOS REMOVAL PER MASONRY INSTALLATION OF NEW FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT CODE. ANY EXISTING STRUCTURAL STRESS OR MOISTURE DAMAGE. NOTES 5. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 1. BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. 17. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM 23. ALL FRAMING LUMBER TO BE HEM FiR#2 OR BETTER,UNLESS NOTED OTHERWISE NEW 6. CONTRACTOR SHALL VERIFY LOCATION Of UTILITIES AND EXISTING CONDITIONS.NOTIFY SELECTIVE DEMOLITION ACTIVITIES. 2. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS STUDS AND PLATES TO BE SPf STUD GRADE OR BETTER.JOISTS AND RAFTERS SHALL BE ARCHITECT OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. STRESS GRADED 18. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM 3. HORIZONTAL REINFORCING SHALL BE STANDARD OUR-O-WALL VERTICAL REINFORCING 1. ALL INSTALLATIONS BY CONTRACTOR,UNLESS OTHERWISE NOTED(U.O.N.�CONTRACTOR AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. SHALL BE ASTM SPEC A-615 24. PROVIDE PRESSURE TREATED FRAMING LUMBER(ACQ)WHEN IN CONTACT WITH CONCRETE SHALL COORDINATE THE WORK OF ALL TRADES. WALLS,SLABS,OR MASONRY. SCALE: As NOTED 19. UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF 4. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME OF ONE PART 8. NO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS CEMENT,THREE PARTS SAND AND 2 PARTS PEA GRAVEL. 25. ALL FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED REQUIRED. GALVANIZED.VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i cep y E- HANGERS ARE SUITABLE FOR USE WITH SURROUNDING MATERIALS.USE COMPATIBLE METALS SYSTEMS GENERAL SPRINKLER SYSTEM.R3132.1 DESIGN AND INSTALLATION.AUTOMATIC RESIDENTIAL FIRE UNLESS"A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE L WHEN APPLICABLE. SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION WITH SECTION M1507" APPLIANCES,EQUIPMENT,AND BUILT-INS 1. ALL CONSTRUCTION SHAH CONFORM TO THE 2020 NYS RC INTERNATIONAL CODES P2904 OR NFPA 13D." .. 26. PER 2020 NYS RC R602.32,END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NOT LESS (INCLUDING THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE(IECC)) 4. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTERS AS REQUIRED. 1. CONTRACTOR SHALL PROVIDE All LABOR AND MATERIALS TO INSTALL EQUIPMENT SHOWN, { THAN 24 INCHES. AND ANY MORE STRINGENT ENERGY EFFICIENCY PROGRAMS OR REQUIREMENTS Of THE ! MOISTURE PROTECTION FILTERS MUST BE ACCESSIBLE FROM THE CONDITIONED SPACE. NOTED AND SPECIFIED IN THESE DOCUMENTS. AUTHORITY HAVING JURISDICTION. ! C.D -a 27. PER 2020 NYS RC R602.3.3,lOISTS,TRUSSES,OR RAFTERS SPACED MORE THAN 16 INCHES 1. ALL FLASHING TO BE 24 GAUGE.METAL GALVANIZED OR PAINTED ACCORDING TO SCHEDULE. ! 5. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18"ABOVE FINISHED GRADE OR 12" 2. VERIFY THAT SELECTED APPLIANCES ARE"GREENSPEC"AND/OR ENERGY STAR RATED AND O.C.SHALL BEAR WITHIN 5 INCHES OF THE STUDS BENEATH UNLESS 2. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH 2O20 IECC.UNALTERED GRAVEL STOPS AND BEAM CAPS TO BE 22 GAUGE. + ABOVE THE ROOF DECK.THEY MUST ALSO BE AT LEAST 10 FROM PLUMBING VENTS, SHALL COMPLY WITH TIER 2 REQUIREMENTS(MIN.)OF THE CONSORTIUM OF ENERGY PORTIONS OF THE EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WiTH THIS CODE. CHIMNEYS,COMBUSTION APPLIANCE VENTS,DRYER VENT TERMINATIONS,AND EXHAUST FAN EFFICIENCY(CEO. a. THE TOP PLATES ARE(2)2 INCH X 6 INCH OR(2)3 INCH X 4 INCH MEMBERS 2. ASPHALT SATURATED FELT OF 14 POUNDS PER 100 SQUARE FEET IS TO BE APPLIED PER 2020 I TERMINATIONS. b. A THIRD TOP PLATE IS INSTALLED 3. ALL HVAC,ELECTRICAL&PLUMBING SYSTEMS SHALL MEET THE 2015 IRC CHAPTER 11 NYS RC R7032:HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER THE LOWER A ' 3. PER NYS RC P2801.6,WATER HEATERS NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A C. SOLID BLOCKING EQUAL IN SIZE TO THE STUDS IS INSTALLED TO REINFORCE THE DOUBLE I (ENERGY EFFICIENCY),INTERNATIONAL MECHANICAL CODE,AND THE INTERNATIONAL ENERGY MINIMUM Of 2 INCHES AND WHERE JOINTS OCCUR,FELT SHOULD BE LAPPED NOT LESS THAN 6. SOLID METAL,FLEXIBLE METAL,OR LINED,INSULATED FLEXIBLE DUCT MAY BE USED.ALL GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24-GAUGE AND 11/2"DEEP AND TOP PLATE. CONSERVATION CODE. 6 INCHES. VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED. PROVIDED WITH A DRAIN LINE. 18 MIDTOWN ROAD 4. ALL SYSTEMS ARE TO BE DESIGNED,SPECIFIED,AND INSTALLED BY THE CONTRACTOR. 3. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL SEALANT. 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR 4. PROVIDE SHOP DRAWINGS FOR ALL CABINETS AND BUILT-IN FURNITURE.SPECIFY NO CARL[PL Cd NY11514 2025 CONTRACTOR SHALL VERIFY DESIGN WITH OWNER AND ARCHITECT.PROVIDE ARCHITECT PROVIDE PROPER SEALANTS FOR EACH APPLICATION.IF SEALANT TYPE IS NOT INDICATED OR ARCHITECT REVIEW.INDICATE,SIZE,FINISH,AND PROPOSED LOCATION. FORMALDEHYDE. (631)-332-3021 SHEATHING AND UNDERLAYMENTS WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT OBVIOUS,VERIFY TYPE WiTH ARCHITECT PRIOR TO APPLICATIOt,. 0M@ARCNIrEcrsr Ao.cnM RUNS. B. DUCTS,PLENUMS,AND FITTINGS SHOULD BE CONSTRUCTED OF GALVANIZED METAL,DUCT 5. INDOOR RECYCLE BINS:PROVIDE/VERIFY ROLLOUTS OR REVOLVING BINS TO SEPARATE 1. PROVIDE APA-RATED COX ROOF SHEATHING,EXTERIOR WALL SHEATHING,AND FLOOR i BOARD,OR FLEXIBLE DUCT.BUILDING CAVITIES MAY NOT BE USED AS A DUCT OR PLENUM TRAYS INTO A MINIMUM OF TWO SEPARATE CONTAINERS BUILT INTO KITCHEN CABINETRY. SHEATHING.SHEATHING AT EXTERIOR SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS HVAC WITHOUT A SEALED DUCT BOARD OR METAL LINER. SECTION IR703. REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN Of NEW SYSTEM. i 6. OUTDOOR RECYCLE BINS:PROVIDE CONTAINMENT AREA FOR(4)-30GAL TRASH CONTAINERS 1. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS RC AND 202U 9. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED IN A DESIGNATED ENCLOSED AREA PROTECTED FROM TAMPERING BY ANIMALS. 2. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE DRAWINGS. 6. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE IMC.PROPER SELECTION,SIZING,INSTALLATION AND MAINTENANCE OF RESIDENTIAL HVAC DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY SAVINGS 1 ELECTRICAL 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE, CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED METALS PROJECT SHALL MEET THE REQUIREMENTS FOR THE LATEST EDITION OF THE U.S.PRODUCTS BY A PROFESSIONAL ENGINEER iF REQUIRED BY THE OWNER OR JURISDICTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION CF EXISTING HVAC AS j 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES(LIGHT FIXTURES,SWITCHES,RECEPTACLES, STANDARDS PS-1,AND SHAH BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM.VERIFY DESIGN WITH ( ETC.)BEFORE SETTING ANY ELECTRICAL BOXES OR RUNNING OF ANY WIRING. GENERAL 1. SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL,RAILINGS AND STAIRS PI R I R THE AMERICAN PLYWOOD ASSOCIATION(APA). 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR OWNER AND ARCHITECT.PROVIDE ARCHITECT WITH MARKED UP DRAWING SHOWING CONTRACTOR TO SCHEDULE WALK THROUGH AND REVIEW WITH OWNER,FOR OWNER'S RESIDENCE ARCHITECT REVIEW.INDICATE SIZE,FINISH,AND PROPOSED LOCATION. LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT RUNS. APPROVAL,BEFORE PROCEEDING.WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A50,EXCEPT FOR PIPE COLUMNS,WHICH 4. PlYW00[I SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES INCLUDING,PHONE JACKS,DATA-CAT6,TV HOOK-UPS,AND STEREO AND ALARM WIRING. SHALL CONFORM TO ASTM A53. OF ALL DTERIOR WALLS.IF PLYWOOD STOPS AT PLATE,THEN PROVIDE SIMPSON LSTA18 8. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT COMPLETION.PREVENT 3. HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS. i STRAPS AT 48"O.C.AND AT CORNERS,NAILED TO STUDS WITH 10D NAILS IN HOLES DUST AND CONSTRUCTION DEBRIS FROM ACCUMULATING IN DUCTS DURING CONSTRUCTION. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PROJECT AND PROVIDE 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE AND PROVIDE AN 3. METAL DECKING SHALL BE 20 GAUGE U.O.N. PROVIDED.CENTER STRAPS ON PLYWOOD JOINT.USE LSTA30 STRAP IF PLYWOOD DOES NOT BALANCING REPORTS TO ARCHITECT. ACCURATE LABELED PANEL BOXES)AT COMPLETION OF PROJECT. 845 ROSEWOOD DR OVERLAP BOTH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL. THERMAL ENVELOPE 4. HANDRAIL SUPPLIED BY GENERAL CONTRACTOR AND VERIFIED iN FIELD. MATTITUCK,NY 11952 4. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILCER AND POSTED ON A WAIL j 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK CONTRACTOR TO SUPPLY DATE: 01/2025 5. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK 1. COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC I TEMPORARY DROP POLE FOR CONSTRUCTION,IF NECESSARY. 5. STEEL STAIR TO BE FIELD VERIFIED PRIOR TO FABRICATION. PROJECT NO. 3525002 JOINTS IN ADJACENT COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH WITH THE CRITERIA LISTED IN TABLE N1102.4.1.1.SEE WALL SCHEDULE FOR INSULATION N1101.14. OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY VALUES AND TYPES.WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHAH 4. G.F.I.CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER LOCATIONS REQUIRED REVISION DATE INSTALLED. INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 5. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVICED FOR EACH SEPARATE i BY GOVERNING CODES OR AS INDICATED ON ELECTRICAL PLAN. INTERIOR FINISHES 1 SUBMIT FOR BUILDING PERMIT 01/2025 HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. 2 6. ROOF SHEATHING SHAH BE LAID WiTH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE 2. All EXTERIOR WALL/F100R10EiLING JOISTS SHALL BE AIR SEALED AND INSULATED IN THERMOSTATS SHOULD BE CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY CODE. 1. INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R702. 3 END JOINTS OVER SUPPORTS.STAGGER JOINTS.PROVIDE METAL H CLIP AT JOINTS AT SIDES ACCORDANCE WITH TABLE N1102.4.1.1..APPLY A FRESH BEAD OF CAULK TO THE TOP AND TEMPERATURE SET POINT OF THE LARGEST ZONE SEE WALL SCHEDULE OR DRAWINGS FOR GYPSUM TYPES. 4 OF PANELS WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALLBOARD. 6. TYPICAL SWITCH LOCATION T-O"FROM OPENING WHEREVER POSSIBLE,TYPICAL SWITCH 5/8"THICK 6. EACH THERMOSTAT SHOULD BE AT 60"A.F.F.TO CENTER. i HEIGHTS AT 48'TO CENTER UNLESS NOTED OTHERWISE COLOR:SELECTED BY ARCHITECT. 2. HIGH-IMPACT GYPSUM BOARD SHALL BE MANUFACTURED BY NATIONAL GYPSUM. 3. TESTING:BUILDING OR DWELLING UNIT SHAH BE TESTED AND VERIFIED HAVING LESS THAN TYPE:lEV1TON DESIGNER SERIES.VERIFY AREAS TO BE DIMMED. HIGH-IMPACT XP MOLD-RESISTANT GYPSUM BOARD SHALL BE NATIONAL XP GYPSUM BOARD 7. UNDERLAYMENT FOR FLOORING: OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A.TESTING SHALL BE CONDUCTED BY AN APPROVED 7. PERFORMANCE REQUIREMENTS OR GEORGiA PACIFIC DENS ARMOR PLUS PAPERLESS WALLBOARD. NOTES: a. ALL(FLOORING TO BE COVERED WITH CARPET SHALL HAVE(1)LAYER OF 3/4" THIRD PARTY. 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 12"A.E.F.TO CENTER UNLESS OTHERWISE i.THE CONTRACTOR SHALL VERIFY ALL UNDERLAYMENT BOARD OR OTHER APPROVED EQUAL,OVER SUBFLOOR. a. HEATING MODE:SYSTEM MUST BE CAPABLE OF MAINTAiNIVG 72°F WHEN OUTSIDE AIR NOTED ON THE DRAWINGS. 3. FIRE RESISTANT GYPSUM BOARD SHALL BE 518"TYPE XP. EXISTING AND PROPOSED CONDITIONS ON SHEATHING THICKNESS 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL IS-5°F.(NOTE MINIMUM PER 2015 IRC R303.10:TO MAINTAIN 68°FAT 36"ABOVE THE CONSTRUCTION DOCUMENTS WITH SHEATHING WITH FRAMING SUPPORT MINIMUM SHEATHING PANEL THICKNESS EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. FLOOR AND 24"FROM EXTERIOR WALL) 8. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 60'TO CENTER. 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION. I THOSE AT THE SITE.ANY DISCREPANCIES FOR OF b. COOLING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 75°WHEN OUTSIDE AIR MUST BE BROUGHT TO THE ATTENTION OF 5. FIBERGLASS BATT INSULATION SHALL BE MANUFACTURED BY OWENS CORNING,JOHNS IS 100°F. 9. TELEPHONE-PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION,HOME RUN TO PHONE PANEL. 5. USE LOW-VOC JOINT COMPOUND:MURCO,M-100 JOINT COMPOUND,OR APPROVED EQUAL THE ARCHITECT PRIOR TO COMMENCING SUBFLOOR 16"O.C. 5/8"" MANVILLE OR APPROVED EQUAL.THERMAL AND ACOUSTICAL INSULATION IS TO BE (LOCATION TO BE DETERMINED WITH OWNER)FOR CONNECTION TO TELEPHONE COMPANY CONSTRUCTION.THE CONTRACTOR SHALL 24 O.C. 3I4 BE RESPONSIBLE FOR DISCREPANCIES ROOF 16"O.C. 1/2" FORMALDEHYDE FREE. 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. SERVICE 6. CERAMIC TILE AS SELECTED BY THE ARCHITECT. NOT REPORTED TO THE ARCHITECT ONCE 24"D.C. 5/8" WORK HAS COMMENCED,EXCEPT FOR WAIL 6. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT. 9. EQUIPMENT SIZING:PER ACCA MANUALS,BASED ON LOADS CALCULATED PER ACCA MANUAL 10. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING,POWER AND LIGHTING ONLY. 7. TILE BACKING SHALL BE DENS SHIELD.DO NOT USE"GREENBOARD"FOR TILE.USE LOW-VOC 24" 5/8" HIDDEN CONDITIONS WHERE APPLICABLE. b. FLOORS TO BE COVERED WITH OAK FLOORING,GRANITE STONE? OR CERAMIC TILE J AS PROVIDED BY A THIRD PARTY HERS RATER. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE AND REGULATION SHALL BE BY THE ( TILE ADHESIVE MANUFACTURED BY AMF,"SAFECOAT-3 IN 1",BOSTIK FINLDLEY D-5 ( ) 7. SPRAY FOAM INSULATION(ICYNENE)INSTALLED BY AN ICYNENE INC.CERTIFIED CONTRACTOR.VERIFY LOCATION OF SWITCHES AND RECEPTACLES WiTH OWNER PRIOR TO PREMIUM OR D-40 OURAFLEX THiN SET. 2.PROVIDE WOOD BLOCKING IN WALL SHADED HAVE 1 LAYER OF 23/32 SUBFLOORiNG. CONTRACTOR/INSTALLER.CONFORM TO All MANUFACTURER'S SPECIFICATIONS FOR 10. DUCT INSULATION:SUPPLY AND RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE INSTALLATION.TELEPHONE:,DATA,AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED FRAMING FOR ALL ACCESSORIES 8. GYPSUM WALL COVERING SHALL BE INSTALLED PER 2015 IRC R702 AND SHALL INSTALLATION OF SPRAY FOAM PRODUCTS. SHALL BE INSULATED TO A MINIMUM Of R-8 @ DUCTS 3"OR GREATER iN DIAMETER,AND R-6 BY OWNER,BUT MUST COMPLY WITH ALL CODES. 8. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES.SEE NOTES AND FINISH INCLUDING BUT NOT LIMITED T0:TOWEL a. BE INSTALLED OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING STRIPS @ 24 @ DUCTS LESS THAN 3"IN DIAMETER. SCHEDULE. BARS,TOILET PAPER HOLDERS,SHELVING COMBUSTION SAFETY AND FiRE RESISTANCE 11. DECORATIVE LIGHTING FIXTURE SELECTIONS(NOT SHOWN ON LIGHTING SCHEDULE)SHALL BE ATTACHMENT,ROBE HOOKS,GRAB BARS,ETC.INCHES O.C.MAXIMUM. ! b. BE PREVENTED FROM EXPOSURE TO WEATHER 11. DUCT SEALING:DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR.SEE ELECTRICAL DRAWINGS. 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100%RECYCLED FIBER CONTENT c. BE ATTACHED TO WOOD FRAME WITH TYPE S OR W SCREWS PENETRATING WOOD 5l8" . , , , T&PLATT OR SHAW CONTRACT GROUP.SEE NOTES AND { 3.NO WORK TO COMMENCE UNTIL A 1 ANY GAS APPLIANCE OTHER THAN OVENS LOCATED INSIDE THE CONDITIONED SPACE MUST MANUFACTURED BY RELIANCE LEGGE BE DIRECT VENT OR POWER VENTED. 12. ALL DUCT JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS, 12. LIGHTING:A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE FINISH SCHEDULE BUILDING PERMIT IS ISSUES. MINIMUM,12"D.C.MINIMUN FOR CEILING AND 16"O.C.MINIMUM FOR WALLS.NAILING MASTICS(ADHESIVES),MASTIC-PLUS-EMBEDDED-FABRIC,OR TAPES.DUCT TAPE 1S HIGH-EFFICACY LAMPS. TO FRAME TO BE 7"O.C.AT CEILING AND 8"O.C.AT WALLS. GASKETS, 4.THESE PLANS COMPLY WITH THE 2020 2. IN ACCORDANCE WITH2O20 NYS RC SECTION R314,INTERCONNECTED SMOKE ALARMS SHALL NOT PERMITTED.EXCEPTION:CONTINUOUSLY WELDED AND LOCKING-TYPE LONGITUDINAL 10. USE ONLY ZERO OR LOW-VOC FLOORING ADHESIVES BY CHiCAGO ADHESIVE PRODUCT INTERNATIONAL ENERGY CONSERVATION BE INSTALLED IN EACH DWELLING UNIT: JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN.W.G.(500 PA).DUCTS SHALL 13. PER 2020 NYS RC R303,"HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF COMPANY,JOHNSONIE,OR SINAN CO 360 ALL-PURPOSE ADHESIVE. CODE. a. IN EACH SLEEPING ROOM BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS..."EXCEPT" .THE GLAZED b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE INSTRUCTIONS.COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL 11. INTERIOR PAINT SHALL BE LOW-VOC LATEX BY AMF,SHERWIN WILLIAMS,BENJAMiN MOORE, BEDROOMS. VAPOR RETARDER. LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 OURON OR APPROVED EQUAL. C. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND FOOTCANDLES(65 LUX)OVER THE AREA OF THE ROOM AT A HEIGHT Of 30 INCHES ABOVE HABITABLE ATTICS. 13. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALEDWITH DUCT MASTIC AND THE FLOOR LEVEL. 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT.ALLOW FOR UP TO 4 d. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OF A BATHROOM THAT FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED EQUIVALENT. DIFFERENT COLORS iN THE PROJECT BEFORE UPCHARGES APPLY. CONTAINS A BATHTUB OR SHOWER. PLUMBING 14. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25 PA SHALL BE LESS THAN 13. INTERIOR WOOD STAIN SHALL BE LOW-VOC TUNG OIL OR STAIN MANUFACTURED BY AMF, 3. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,ONE HARD-WIRED CARBON MONOXIDE 3%O OF THE CONDITIONED FLOOR AREA.(i.E.IF THE HOUSE HAS 1000 FEED OF CONDITIONED 1. PROVIDE AND INSTALL All PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING i OSMO,WATER-BASE URETHANE,NATURAL VEGETABLE OR NUT OILS OR BEESWAX. (CO)DETECTOR SHALL BE INSTALLED PER 1000 FEET20F LIVING SPACE(MINIMUM ONE PER SPACE,THERE SHALL BE NO MORE THAN 30 CFM OF DUCT LEAKAGE WHEN TESTED).TESTED SCHEDULE. FLOOR)IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE.THE AIRFLOW MUST BE WiTHiN+1-10%OF THE DESIGNED AIRFLOW, 14. VANITY TOPS,ETC.TO BE SELECTED BY OWNER AND/OR INTERIOR DESIGNER. REQUIRED CO DETECTOR SHALL BE INSTALLED iN THE IMMEDIATE VICINITY OF BEDROOM(S) 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING.INSULATE ALL COLD AND CIRCULATING ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). 15. DUCT TESTING:DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN DOMESTIC HOT WATER SUPPLY PIPING WiTH FOAM TYPE JACKET INSULATION. EXTERIOR MATERIALS AND FINISHES APPROVED THIRD PARTY. 4. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,WHERE ALTERATIONS,REPAIRS,OR 3. PEX PIPING IS AN ACCEPTABLE ALTERNATE 1. EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WiTH 2O20 NYS RC SECTION R703. ADDITIONS REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING ROOMS ARE 16. MECHANICAL SYSTEM INSULATION:PIPING CARRYING FLUIDS>105°F OR<55°F DEGREES ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE SHALL BE INSULATED WITH R-3 MINIMUM. 4. WASTE LINES IN WALLS BETWEEN FLOORS,AND WITHIN CEILING AND FLOOR FRAMING SHALL 2. FOR INSTALLATION OF EXTERIOR PLASTER(STUCCO),CORROSION RESISTANT LATH IS TO BE EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. BE CAST IRON OTHER WASTE LINES MAY BE CAST IRON OR PVC.ALWAYS CONSIDER AND ! ATTACHED WITH 11-GAUGE,11/2 INCH LONG,7/16 INCH HEAD NAILS OR 7/8 INCH LONG, i 17. HEAT PUMPS AND AIR CONDITIONERS,IF USED,MUST BE SIZED 1CCORDING TO ACCA CONTROL WASTE PIPING NOISE. 16-GAUGE STAPLES AT 6 INCHES O.C.MAXIMUM.THREE COATS OF PLASTER ARE TO BE 5. FIREBLOCK USING 3M OR SIMILAR FiRE BARRIERS AT All CONCEALED DRAFT OPENINGS MANUAL 1 AND BE INSTALLED WITHIN A HALF TON OF THAT SiZE. APPLIED OVER LATH OR 2 COATS OVER MASONRY WALL, SEE 2015 iRC TABLE R702.1(1)AND (VERTICAL AND HORIZONTAL)BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE.ANY 5. VENT PIPING MAY BE PVC PAiNT EXTERIOR ROOF VENT STACKS FLAT BLACK USE NEOPRENE (3)FOR THICKNESS AND MIX REQUIREMENTS. WOODBATTS OR BLANKETS TO BE SECURELY RETAINED IN PLACE TO CONFORM WITH 2O15 18. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATING OF AT LEAST 14 AND A FLASHING COLLARS. IRC R302.11. HEATING SEASON PERFORMANCE FACTOR OF AT LEAST 82. 3. EXTERIOR VINYL SIDING IS TO HAVE A MiNIMUM THICKNESS OF 0.035 INCHES AND IS TO BE 6. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER, PROVIDE AFFIDAVIT FROM INSTALLED WITH LAP JOINTS AND 0.120 INCH X 1112 INCH LONG NAILS OR 13/4 INCH LONG _ 6. PER 2020 NYS RC R302.12,IN COMBUSTIBLE CONSTRUCTION,DRAFTSTOPS OF'/2"GYPSUM 19. HEATING EQUIPMENT SHAH BE GAS OR OIL FIRED HIGH-EFFICIENCY APPROVED BY THE PLUMBER CERTIFYING LEAD FREE SOLDER HAS BEEN USED IN ACCORDANCE WITH ALL LOCAL STAPLES EACH STUD. RAID A Rc BOARD OR 3/8"WOOD STRUCTURAL PANELS SHALL BE INSTALLED PARALLEL TO THE FLOOR ARCHITECT. REGULATIONS. \���oEk. 0 4,44\ FRAMING MEMBERS IN THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY WHERE THE 4. MASONRY VENEERS CEILING IS SUSPENDED UNDER THE FLOOR FRAMING OR FLOOR FRAMING IS CONSTRUCTED 20. DOMESTIC HOT WATER STORAGE,IF APPLICABLE,SHALL BE INDEPENDENT STORAGE FOR HOT I A. PROVIDE ALL REQUIRED ANGLE STOPS,ESCUTCHEON PLATES,RISERS,ETC.TO COMPLETE OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. THE AREA OF THE CONCEALED SPACE WATER HEATED BY THE MAIN BOILER.I.E.SUPER-STOR,OR APPROVED EQUAL. INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR TO COORDINATE WITH i a. BRICK AND STONE HAVING AN INSTALLED WEIGHT OF LESS THAN 40 POUNDS i H SHALL NOT EXCEED 1,00 SQUARE FEET. OWNER/ARCHITECT FOR FINISHES AND INSTALLATION. SEE SCHEDULE FOR FIXTURE TYPE PER SQUARE FOOT SHALL BE PERMITTED TO BE SUPPORTED ON WOOD 21. ALL ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. AND LOCATION. 04 4 �o 7. PER 2020 NYS RC R302.13,PROVIDE FLOOR ASSEMBLIES WITH'/2"GYPSUM WALLBOARD AT 5. EXTERIOR PAINT SHALL BE MANUFACTURED BY AMF SAFECOAT,BEST PAINT INC-DURACRYL, �T£OF N UNDERSIDE. 22. REMOVE ANY EXISTING EQUIPMENT RESPONSIBLY. 7. PLUMBER TO VERIFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED USE. COHALAN CO.KEIM SILICATE PAINT. 8. OPENINGS THROUGH WALLS SEPARATING THE DWELLING FROM THE GARAGE SHALL VENTILATION B. PROVIDE ALL REQUIRED TRAPS,CLEANOUTS,AND VENTS FOR INTENDED USE. VERIFY 6. EXTERIOR STAINS BY AMF SAFECOAT,ECO DESIGN/BOISHIELD PAINT CO,FUHR-HOC CONFORM TO 2015 IRC R302.5.REQUIRED DOORS SHALL BE SOLID WOOD DOORS NOT LESS LOCATIONS AND CLEARANCES WITH CONTRACTOR TO INSURE COORDINATION OF EFFORTS WATERBASE,OR NATURESTAIN CO. THAN 1318 INCHES IN THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTS A MINIMUM OF 50 CUBIC WITH OTHER TRADES. GENERAL THAN 13/8 INCHES THICK,OR BE 20-MINUTE FIRE-RATED DOORS,EQUIPPED WiTH A FEET PER MINUTE(CFM)DIRECTLY TO THE OUTSIDE. THIS IS THE MEASURED FLOW AS ( 7. EXTERIOR CLEAR FINISHES SHALL BE MANUFACTURED BY UNITED GILSONITE LABS-ZAR SELF-CLOSING DEVICE. INSTALLED,NOT THE RATED FLOW. i 9. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT All FIXTURES EXTERIOR POLYURETHANE,TIMBER UV w000 FINISH. NOTES AND FITTINGS. 9. GARAGES SHALL BE SEPARATED FROM HABITABLE SPACES IN ACCORDANCE WITH 2O15 IRC 2. THERE MUST BE A MECHANICAL FRESH AiR VENTILATION SYSTEM THAT BRINGS THE j R302.6.AT SEPARATING WALL,PROVIDE 5/8-INCH TYPE X GYPSUM BOARD ON GARAGE SiDE FOLLOWING AMOUNT OF FRESH AIR INTO THE HOME WHEN INSTALLED: (7.5 CFM)(NUMBER OF 10. PROVIDE LABELS FOR All PLUMBING VALVES EXCEPT UNDER-COUNTER SHUT OFF VALVES, AND TYPE X GYPSUM BOARD ON HABITABLE SiDE.AT GARAGE CEILING,PROVIDE 5/8" BEDROOMS+1)+(.01 CFM)(SQUARE FEET OF CONDITIONED SPACE) { HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES.EX,"MAIN WATER SUPPLY SHUT OFF." TYPE X GYPSUM BOARD. 3. PER 2015 IRC R303.1 HABITABLE ROOMS,"NATURAL VENTILATION SHALL BE THROUGH i 11. PROVIDE DRAIN DOWN VALVES FOR ALL OUTDOOR PLUMBING. 10. PER 2020 NYS RC R3132,"AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE WINDOWS,SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR SCALE: AS NOTED INSTALLED IN ONE-AND TWO-FAMILY DWELLINGS.EXCEPTION:AN AUTOMATIC RESIDENTIAL AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE j 12. PROVIDE AND COORDINATE WITH OWNER,THE LOCATION OF EXTERIOR HOSE BIBS(MIN OF 2) FIRE SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE OPENABLE AREA TO THE WHETHER SHOWN ON DRAWINGS OR NOT. EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL OUTDOORS SHALL NOT BE LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED..." COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE A002 DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN k. RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i i SECOND FLOOR WOOD STUDS @ 16Coo "O.C. EGRESS GENERAL SAFETY AND FALL PREVENTION 1. R305 MINIMUM CEILING HEIGHTS PER 2020 NYS RC: a. 7'-0"IN ALL HABITABLE ROOMS �" b. 6'-8"IN BASEMENT c. 6'-4"IN BASEMENT UNDER BEANS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS 2. R 308 GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY 2015 IRC R308.4 SHALL COMPLY WITH THE REQUIREMENTS OF 2020 NYS RC R308.3. C.D .: 3. R310 AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED PER 2015 4X8 COX PLYWOOD To BE CENTERED OVE GROUND FLOOR WOOD IRC SECTION 310 IN BASEMENTS,HABITABLE ATTICS,AND ALL SLEEPING ROOMS. RIM BOARD TYPICAL STUDS @ 16"D.C. a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2020 NYS RC 11310.2:1: TYP. PLYWOOD SHEATHING I. THEY SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET, 1 E(CEPT FOR OPENINGS ATGRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. ii. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES 16 MIDTOWN ROAD CC'2025 iii. THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. CARTE PLACE NY 11514 (631)-332-3021 b. MAXIMUM SILL HEIGHT:44"A.F.F.(2020 NYS RC R310.2.2) DM @AR CN ITCCTSMAD.COM c. WINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW GRADE SHALL (2020 NYS RC R3102.3) SIMPSON STRONG-TIE i. HAVE A HORIZONTAL AREA OF NOT LESS THAN 9 SQUARE FEET. CS46 COILED STRAP ii. AVOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. (16)BD NAILS iii. IF MORE THAN 44 INCHES IN VERTICAL DEPTH,BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION WITH DIMENSIONS PER R310.2.3.1. iv. BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S PROJECT 4. R311 MEANSFOUNDATION OF EGRESS DRAINAGE SYSTEM OR BY AN APPROVED ALTERNATIVE METHOD. PI RI R a DOOR,AND ARE TO HAVE A11.3 LANDINGS ARE REQUIRED W DH NOT LESST AN THAT OF HEIDOOR SERVEDDE OF EACH END ARMINIMUM DIMENSION OF FRAMED OPENING STRAPPING RESIDENCE 36 INCHES IN THE DIMENSION OF TRAVEL AND A SLOPE NOT EXCEEDING'! VERTICAL 2 UNITS FIER 12 HORIZONTAL UNITS(1/4"PER FOOT). b. 311.6 HIALLWAYS SHALL NOT BE LESS THAN 3 FEET WIDE. c. 311.7"STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED 845 ROSEWOOD DR HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES ON T MATTITUCK,NY 11952 EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND i4" cs-16 COIL STRAP DATE: 01/2025 BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT PROTECT N0. 3525002 LESS THAN 311/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 21 REVISION DATE INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. 1 SUBMIT FOR BUILDING PERMIT 01/2025 d. 311.7.2"THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES WD FLR JOIST 2 MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR SIMPSON STRONG-TIE 3 FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE 10-16D Naas PORCH Posrs 4 STAIRWAY." ALLOWABLE LOAD 1,785# 1/2" 5 e. 311.7.3"A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 j 6 INCHES BETWEEN FLOOR LEVELS OR LANDINGS." CONC 1/z" f. 311.7.5 RISERS SHALL BE NOT MORE THAN 734 INCHES,AND TREADS SHALL BE NOT F00ND ® OR LESS THAN 10 INCHES.NOSINGS SHALL PROJECT NOT LESS THAN 3/INCH AND NOT GRADE NOTES: MORE THAN 1% INCHES ON STAIRWAYS WITH SOLID RISERS.MAXIMUM 3/8"TREAD SIMPSON STRONG-TIE 1.THE CONTRACTOR SHALL VERIFY ALL AND RISER VARIANCE WITHIN STAIR RUN.MINIMUM TREAD WIDTH 6"AT WINDERS. CSi6 COIL STRAP @ 16"D.C. EXISTING AND PROPOSED CONDITIONS ON WRAPAROUND SILL �•y. SIMPSON STRONG TIE THE CONSTRUCTION DOCUMENTS WITH g. R3111.6"THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 3"X 3"BP AT ALL ANCHOR BOLTS LCB @ ALL PORCH POSTS 5/8"X 12"ANCHOR BOLTS AT 36"O.C. ALLOWABLE LOAD 6,270# THOSE AT THE SITE.ANY DISCREPANCIES STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT WFCM TABLE 3.2A 2001&12"OFF CORNERS SIMPSON STRONG-TIE MUST BE BROUGHT TO THE ATTENTION OF LL PORCH POSTS LESS THAN THE WIDTH OF THE FLIGHT SERVED...WHERE THE STAIRWAY HAS A ALLOWABLE TENSION LOAD i,z35# 5/8 D AAX 12"ANCHOR INTO CONCRETE THE ARCHITECT PRIOR TO COMMENCING (2)3/4" X 3"BOLTS INTO POST CONSTRUCTION.THE CONTRACTOR SHALL STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 ALLOWABLE LOAD 3,705#INCHES, BE RESPONSIBLE FOR DISCREPANCIES h. R3111.8 HANDRAILS WITH A HEIGHT OF 34"-38"ABOVE NOSING SHALL BE PROVIDED NOT REPORTED TO THE ARCHITECT ONCE ' E- SIMPSON SPH4 WORK HAS ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 12-1OD NAILS To STUD COMMENCED,EXCEPT FOR FOUR OR MORE RISERS. UPLIT 1360# HIDDEN CONDITIONS WHERE APPLICABLE. I. R311.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE TO HAVE BP TIE TO PROVIDE CONTINUOUS SUPPORT FROM STUD TO TOP OF 2.PROVIDE WOOD BLOCKING IN WALL PLATE To RATER. FRAMING FOR ALL ACCESSORIES 1. A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL ii. A HANDRAIL 34-38 INCHES IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT '� CS�g INCLUDING BUT NOT LIMITED TO:TOWEL VERTICAL IN 12 UNITS HORIZONTAL. �oN BARS,TOILET PAPER HOLDERS,SHELVING SIIN 5. R312 GUARDS AND WINDOW FALL PROTECTION ATTACHMENT,ROBE HOOKS,GRAB BARS, CONC ETC. a. R312.1(PORCHES,BALCONIES,AND STAIR LANDINGS LOCATED GREATER THAN 30" FOUND ABOVE ADJACENT FLOOR OR GRADE ARE TO BE INSTALLED WITH GUARDS NOT LESS GRADE 3.NO WORK TO COMMENCE UNTIL A THAN 36 INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE SIMPSON STRONG-TIE BUILDING PERMIT IS ISSUES. OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4"IN DIAMETER. SPH4 @ 16"D.C. " 3"X 3"BP AT ALL ANCHOR BOLTS SIMPSON S T 5-81)SIM NAILS H2.5 b. R312.��WINDOW FALL PROTEC110N.WINDOW FALL PROTECTION SHAH BE PROVIDED 5$D NAILS To STUD 5-SD NAILS TO RATER 4.THESE PLANS COMPLY WITH THE 2020 IN ACCORDANCE WITH SECTIONS R3122.1 AND R31222. FCM TAa ANCHOR 001&12"OFF ORNERS UPLIFT T 3 0#NAILS 0 PLATE ��FT 41LS 5#0 PLATE INTERNATIONAL ENERGY CONSERVATION 1. R312.2.1 WINDOW SILLS.IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF SIMPSON STRONG-TIE CODE. AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE H4&H2.5 @ 16"O.C.AND 12"FROM ENDS FlINISHED FLOOR AND GREATER THAN 72 INCHES ABOVE THE FINISHED GRADE OR (USE WHEN STUDS AND RATERS DON'T ALIGN) OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS THROUGHT THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. SIMPSON STRONG-TIE 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION HH*ALL HEADERS SPANS GREATER THAN 6 FEET DEVICES THAT COMPLY WITH ASTM F 2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. SIMPSON H2A ii. R3122.2 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL 5-ioo NAILS To RAFTER DEVICES SHALL COMPLY WITH ASTM F 2090.THE WINDOW OPENING CONTROL UPLIT 45°# SIMPSON STRONG-TIE DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE H2A @ 16"O.C.AND 12"FROM ENDS WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF (USE WHEN STUDS THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. SIMPSON STRONG-TIE AND RATERS ALIGN) HCP4 @ ALL HIP CORNERS 8-101)NAILS TO RAFTER 8-iOD NAILS TO PLATE UPLIFT 3,367# SINGLE POUR ENDWALL RIM JOIST PORTION INSTALLATION CORNERSTUD HOLDOWN o CONNECTEDTO TRANSFER SHEAR 131/2" " 2-16D COMMON ONE#4 NAILS @ 6"O.C. • REIN SHEAR CONE A RCy/ OR '�. 'M MIN. SIMPSON STRONG-TIE HP42AHD o`�E LNO ER CORNER HOLDOWNS-USE"SIMPSON"HDU8-SDS2.5 (20)SDS 1/4"X 2.5"WOOD SCREWS (1)5/8"DIA X 12"STEEL ANCHOR ALLOWABLE LOAD 6,970# S1 DRILL AND SET 5/8"DIAMETER ANCHORS 8 1/2"MIN INTO CONCRETE.HOLE TO BE 11/16"DIAMETER.FILL HOLE HALFWAY WITH"SET EPDXY-TIE"BY"SIMPSON-IF 7�£OF TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE WITH"AT-ACRYLIC TIE"IF TEMPERATURE IS BETWEEN 0-40 DEGREES.REFER TO MANUFACTURES INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR LOCATIONS NOTE 1: GENERAL NOTES TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 36" STRAPPING O.C.AS PER.(WFCM TABLE 3.2A 2001) NOTE 2: DETAILS REFERENCE STANDARD USED IN DESIGN OF STRUCTURE (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING DETAILS AS PRESCRIBED ABOVE NOTE 3: SCALE: AS NOTED ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX TREATED,OR STAINLESS STEEL TYPICALLY COPYRIGHT @ TYP. STRAPPING DETAILS ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN OWNERSHIP ANFI F DOCUMENTS:ANDSICATION ,AINSTRUMENTS EN 3SOOF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i C/ v RAFTER TIES @ 16"O.C. RIDGE CAP MODEL'CS20' SHINGLE CONTINUOUS RIDGE VENT COBRA MODEL'CS20' RIDGE VENT OR EQUAL INSTALL AS MIN(14)10-D NAILS 12 PER MANUPS INSTRUCTIONS ROOF RAFTERS 5/8"GYPSUM BOARD RAFTER CONNECTOR LTWGTARCHITECTURAL @ 16"O.C. C� O 12• RAFTER TIES @ 16"O.C. SHINGLES SHINGLES OVER HORIZONTAL SIDING RIDGE O MODEL'CS20' #15 ROOFING FELT OVER O 1/2"THK(CDX.)PLYWOOD o DBL.TOP PLATE -_ - • • FELT OR HOUSEWRAP O O 1"MIN.AIR SPACE MIN(14)10-D NAILS ALL JOINTS TO BE TAPED&SEALED O O p14 5/8"CDX PLYWOOD SHEATHING 18 MIDTOWN ROAD C2025 o Io TJ I CARLE PLACE NY 11514 RIDGE BOARD OR BEAM o INSULATION DM@ARCHITE21 ROOF RAFTERS(SEE (SEE PLANS) OR 16" DM�ARCNITEctsMaocola DIMENSIONAL ROOF RAFTER PLANS FOR SIZE& LUMBER CENTERS SPACING) 2"x 6"STUDS @ 16"O.C. WHERE STUDS DO NOT ALIGN W/RAFTERS INSTALL ICE AND WATER SHIELD AT EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 PROJECT cj I L RAFTER-TO-RAFTER CONNECTION TYP.@ EACH RAFTER n TYP. RIDGE VENT DETAIL 3 RAFTER TIE DETAILS TYP.@ EACH RAFTER A TYPICAL FLOOR JOISTS SPACING AND METAL G TYPICAL EXTERIOR WALL CONSTRUCTION PI RI R MODEL'CS20' BYSIMPSON STRONG TIES G MODEL'LTS' BY SIMPSON STRONG TIES �F CROSS BRACING J RESIDENCE TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE 1"x3"VINYL COATED WD.CASINING W USE EVERY OTHER NAIL HOLE NUMBER NUMBER (TO BE REPLACED OR REPAIRED �N�OI1, IN A ROW TO PROVIDE THE JOINT DESCRIPTION OF COMMON OF BOX NAIL SPACING AFTER EACH INSTALLATION) 9' U/VjTx1 845 ROSEWOOD DR ' 12' NAILS NAILS p MATTITUCK,NY 11952 ROOF RAFTERS CODE-REQUIRED MINIMUM END CENTER-TO-CENTER LENGTH ROOF FRAMING 3525002 0 RAFTER CONNECTOR SPACING FOR NAILS I 1"x2"WOOD SPACER / PROJECT NO. 1 e MIN(14)10-D NAILS MIN(14)10 D NAILS EA. , �- RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-81D 3-10D PER RAFTER PREDRILLED FASTENING / HOLES @ 9"O.C. n REVISION DATE CEILING JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER JOIST / + 1 SUBMIT FOR BUILDING PERMIT 01/2025 .° DBL.TOP PLATE WALL STUD 36"-42" IT 2 CUT CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP / 3 e BASE PLATE LENGTH = 4 CLEAR CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 6461) 40D EACH LAP _ 5 SPAN 1/2"CDX PLYWOOD � 6 GALV.METAL STRAP ; COLLAR TIE TO RAFTER(FACE-NAILED)(TABLE 3.6A) 3-8D 3-101) PER TIE STRUCTURAL STORMLLI PANEL a 3: @ 16"O.C. BLOCKING TO RAFTER(TOE-NAILED) 2-81) 2-10D EACH END .' z • NOTES: MODEL'CS20' RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-16D EACH END 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON RIM JOIST WALL FRAMING / THE CONSTRUCTION DOCUMENTS WITH • 12" PREDRILLED FASTENING THOSE AT THE SITE.ANY DISCREPANCIES DBL TOP PLATE END TOP PLATE TO TOP PLATE(FACED NAILED) 2-16D 2-16D PER FOOT HOLES @ 9"O.C. MUST C ITECT PRIOR THE ATTENTION OF °• LENGTH THE ARCHITECT PRIOR TO COMMENCING PROVIDE MINIMUM 1" TOP PLATES AT I NTERSECTIO NS(FACE-NAI LED) 4-16D 5-16D JOINTS EACH SIDE CONSTRUCTION.THE CONTRACTOR SHALL e, END DISTANCE STUD TO STUD(FACE NAILED) 2-16D 2-16D 24"O.C. / WOOD CASING BE RESPONSIBLE FOR DISCREPANCIES • HEADER TO HEADER(FACE-NAILED) 16D 16D 16"O.C.ALONG EDGES NOTWORK HAS COMMEED TO NCED, HE D,EXCEPT ONCE ° EQUAL NUMBER OF WORK HAS COMMENCED,EXCEPT FOR SPECIFIED NAILS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D 2-40D PER STUD HIDDEN CONDITIONS WHERE APPLICABLE. IN EACH END BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16D 2-40D PER FOOT 2.PROVIDE WOOD BLOCKING IN WALL ENDJOIST,OR BLOCKING(FACE-NAILED) FRAMING FOR ALL ACCESSORIES STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD WHERE OPENING PROTECTION WITH THE USE OF PLYWOOD PANELS IS ALLOWED INCLUDING BUT NOT LIMITED TO:TOWEL RAFTER TIE DETAILS TYP.@EACH RAFTER TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS 7 CONNECTION @ 16"O.C. FLOOR FRAMING 11 BY20201RC R301.2.1.2,INSTALLATION IS TO BE IN ACCORDANCE WITH BARS,TOILET PAPER HOLDERS,SHELVING R301.2.1.2 AND THESE DRAWINGS. ATTACHMENT,ROBE HOOKS,GRAB BARS, MODEL'MTS30' BY SIMPSON STRONG TIES MODEL'BP' BY SIMPSON STRONG TIES JOIST TO SILL,TOP PLATE OF GIRDER(TOE-NAILED) 4-8D 4-10D PER JOIST IN COMPLIANCE WITH IRC 2020140 MPH DESIGN WIND SPEED ETC. BRIDGING TO JOIST TOE-NAILED 2-8D 2-10D EACH END 3.NO WORK TO COMMENCE UNTIL "SIMPSON"HDQ8 2-16d COMMON BLOCKING TO JOIST(TOE-NAILED) 2-8D 2-101) EACH END BUILDING PERMIT IS ISSUES. "SIMPSON"PHD6 NAILS @ 6"o.c. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK FASTENING SCHEDULE B ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING(IN 4.THESE PLANS COMPLY WITH THE 2020 FOR FULL LENGTH PLATES LEDGER STRIP TO BEAM(FACE-NAILED) 3-16D 4-16D EACH JOIST ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) INTERNATIONAL ENERGY CONSERVATION OF STUD JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-81D 3-10D PER JOIST ATION CODE. NOT BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST A ROUGH OPNS A B C D E F BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-16D 3-16D PER FOOT 13LOCKING @ 2'-0" 2 (1)2"x4" 1 1 1 1 IENDWALL ROOF SHEATHING 4'-0' 4 (1)2'x4„ 2 2 2 2 STRUCTURAL PANELS 8-D 10D 6"EDGE/12"FIELD D 6'-0" 6 1 (2)2"x4"or(1)2"x6" 3 3 3 3 DIAGONAL BOARD SHEATHING B E 1"X6"OR 111X8" 2-81D 2-101) PER SUPPORT C 81-0" 8 (2)2"x4"or(1)2"x6" 3 3 3 3 1"X10"OR WIDER 3-81) 3-10D PER SUPPORT 10'-0" 10 (2)2"x6" 4 4 4 4 12'-0" 12 (2)2"x6" 5 4 5 4 12" CEILING SHEATHING IN HEADER GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD F A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A P.316) B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)(TABLE 3.23B,P.193) "SIMPSON"HDQ8 WALL SHEATHING"SIMPSON"PHD6 C-NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLE 3.23C,P.193) STRUCTURAL PANELS 8D 10D 6"EDGE/12"FIELD D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER NOTE: @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A P.316) 1.SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), MIN(14)10-D NAILS FIBERBOARD PANELS WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINUOUS 7/16" 6D - W EDGE/6"FIELD E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLE 3.22F,P.191)ASSUME DBL.HDR. FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT F-NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) JOINTS.8d COMMON NAILS @ 6"o.c.EDGE&FIELD JACK STUD 25/32" 8D - 3"EDGE/6" FIELD @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLE 3.8,P.157)&(TABLE 6A PAGE 316) 2.HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE 10"FIELD STRUCTURE UNLESS OTHERWISE NOTED. KING STUD / NAILING &STRAPPING @ EXTERIOR WINDOW/DOOR HEADER 3.SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING)&DETAIL(HOLDOWN&CONN). HARDBOARD 8D 8D 6"EDGE 12"FIELD 12 PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) _ GALV. METAL TIE DOWN W/ IN 32"OF DIAGONAL BOARD SHEATHING GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE C CORNER OF STRUCTURE �1"X6"OR 1"X8" 2-8D 3-10D PER SUPPORT `DElHO ,� yj MODEL'HDQ8/PHD6'BY SIMPSON STRONG TIES MODEL'HTT22'BY SIMPSON STRONG TIES 1"X10"OR WIDER 3-8D 340D PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALLOWABLE DEFLECTION �, �► FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 STRUCTURAL PANELS p psf NO FINISHED CEILING ATTACHED TO RAFTERS DECKS 40 psf 10 S), 04»14 �p RR905.2.5 FASTENERS.FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 1"OR LESS 8D 10D 6" EDGE/12"FIELD PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 04 OF N GAGE[0.105 INCH(2.67 mm)]SHANK WITH A MINIMUM 3/8-INCH(9.5 mm)DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING GREATER THAN 1" 10D 16D 6"EDGE/6"FIELD MATERIALS AND A MINIMUM OF 3/4 INCH(19.1 mm)INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH(19.1 mm)THICK,THE DIAGONAL BOARD SHEATHING ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf FLOORS AND PLASTERED CEILINGS L/360 FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F 1667. RR905.2.6 ATTACHMENT.ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.FOR NORMAL APPLICATION, 111X6"OR 1"X8" 2-81) 3-10D PER SUPPORT ATTICS WITH STORAGE(ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 STRAPPING ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL(20:12),SPECIAL METHODS OF FASTENING ARE REQUIRED. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 DETAILS & 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE EXCEPTION:ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SLEEPING ROOMS 30 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES H/240 FOLLOWING CATEGORIES: HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE SCHEDULE 1. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(177 km/h)OR GREATER AND THE EAVE IS 20 FEET DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 b (6096 mm)OR HIGHER ABOVE GRADE. THE LOAD PATH. 2. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(193 km/h)OR GREATER. GUARDRAILS AND HANDRAILS 200 plf 10 psf NOTE:L=SPAN LENGTH, H=SPAN HEIGHT 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF a FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HERIN,THE WIND 3. SPECIAL WIND ZONES PER FIGURE RR301.2(4) NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ROOF LOADING(LIVE-GROUND SNOW LOAD 20 psf 12 psf for attic LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND ADJUSTMENTS AS PER FIGURE R301.2(5)OF THE 2020 CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). 3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK INTERNATIONAL RESIDENTIAL CODE) 15 psf for cath p DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SCALE: AS NOTED IBC FOR ADDITIONAL REQUIREMENTS. SHALL BE LIMITED TO AN ALLOWABLE DEFLECTIONS OF H/180. :10FASTENERS FOR ASPHALT ROOF SHINGLES 13 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS FRI (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE) COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT ,PLANS BE SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED SECTION R105.2.2 OF THE 2020 NYS ECCC. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM i �e'1 Pa a 4��� x r o '�A J t Q Waterville m Shorn ncrrs`, Miller R - ® �d 845 Rosewood Dr n g M ATTITU C K r{IbH;rcr(k O Ffj Rat 845 Rosewood Dr *., 4 x'. No/to [rvak L�,jR cr ° F JC' ( 18 MIDTOWN ROAD ©2025 s = CARLE PLACE NY 11514 (631)-332-3021 a a he�a�p a D61�,IARCHfTECTSMAD.GO4 KEY PLAN cc:, PROJECT PIRIR RESIDENCE 845 ROSEWOOD OR MATTITUCK,NY 11952 DATE: 01/2025 PROJECT NO. 3525002 REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 01/2025 2 3 4 CID)( 5 NFC s k IQpNOTES: D 1.THE CONTRACTOR SHALL VERIFY ALL ROSEWOOD DRIVE EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF BE RESPONSIBLE FOR DISCREPANCIES THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL S 026' 0" E 115.00' / AA•• NOT REPORTED TO THE ARCHITECT ONCE K� WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES EXISTING DRIVEWAY INCLUDING BUT NOT LIMITED TO:TOWEL TO REMAIN TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, EXISTING FRONT WALKWAY TO REMAIN C. 3.NO WORK TO COMMENCE UNTIL BUILDING PERMIT IS ISSUES. ACCFSSORY STRUCTURE(P001-)ENVELOPE r - - - - - - - — - - - - - - - - - - - - - - - - -� 1 I 1 4.THESE PLANS COMPLY WITH THE 2020 I INTERNATIONAL ENERGY CONSERVATION I CODE. I Y 1 (� 1 33.6' ao 50 1 m 5.0' 0] ( ( A � s.s' b l r N I I I EXISTING 2 STORY N WOOD FRAME a DWELLING(1,604 N Z I SF COVERAGE) 00 1 13.9' LL 1 N 12.1' 17,0' I LOT COVERAGE CALC. 1 a I I GROUND FLOOR = 1,604 SF EXISTING WOOD :° L6 SECTION: 113 NOTE: DECK = 356 SF DECKINGTO 01 THE INFORMATION USED FOR THIS IN-GROUND POOL = 924 SF REMAIN(356SF) 1 14.3' a BLOCK: 2 SITE PLAN WAS OBTAINED SHED — 96 SF W I o 1 �_ DIRECTLY FROM THE SURVEY. O I LOT: 7 (SEE SURVEY ATTACHED) TOTAL LOT COV. =2,980 SF w O � 1 oz �I I a � =7 a LL o =l M I �1 M 1 NEW ON-GRADE �1 o ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40" PAVED POOL PATIO 1 I REQUIRED EXISTING/PROPOSED OWNERSHIP AND USE OF DOCUMENTS: I I NEW IN-GROWN 1 I DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF POOL(924 SF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE COVERAGE) I LOT AREA 40,000 SF MIN * 20,092 SF(EXISTING) PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO LOT WIDTH 150'MIN * 115' EXISTING BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR 1 38.75' 34.25' I (EXISTING) PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY �� Rey AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN �( SIDE YARD SIDE R I LOT DEPTH 175' MIN * 174.1'(EXISTING) AUTHORIZATION OF ARCHITECTS MAD. A SETBACK I J ' I 1 I LOT COVERAGE 20%(4,018.4)MAX 2,980 SF(PROPOSED) COPYRIGHT© :1.e NEW POOL CODE FENCE I 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN K I Y I ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE "R-40" CONSTITUTETHEORIGINALANDUNPUBLISHEDWORKOFTHE I Q NEW IN-GROUND 1 -�O I W� SCLOSED,OR USED IN ANY POOL OVERFLOW � � ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE � cp417��4_�``1 (POOL) MAN EDUPLRWITHOUTTHEWRITT NICATED,DISTRIBUTED, I CONSENT OF THE ARCHITECT. ��c OF 1 M Q DRYWELL _ ( PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. I Lu EXISTING STORAGE SHED TO 8.0' i I REQUIRED EXISTING/PROPOSED REMAIN(96 SF) o cNi 7.5 ENERGY CODE COMPLIANCE STATEMENT 1 NEW POOL EQUIPMENT FRONT SETBACK 35' MIN(PRIMARY) 115.7'(PROPOSED) PROJECT INFO, ACCESSORYSTRUCTURE(POOL)ENVELOPE LOCATION I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED SURVEYS & L - — — — — — — — — — — — — — — — SIDE SETBACK f 6' )5; MIN 38.75'(PROPOSED — DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY — — 34.25'(PROPOSED) KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE 7 PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH c n REAR SETBACK ( ) PLUMB / GAS N 23 03 40 W 115.01 �0 MIN 36.9' PROPOSED SECTION R105.2.2 OF THE 2020 NYS ECCC. * EXISTING NON-COMPLIANT RISER DIA. NO WORK TO COMMENCE UNTILL BUILDING PERMIT IS SCALE: AS NOTED RECEIVED SITE PLAN ZONING INFORMATION 1 4 SCALE: 1"=20'-0" DRAWINGS MITTEN FOR BUILDING 'PERMIT DRAWN BY: DM i GENERAL POOL ALARM NOTES: SWIMMING POOL TO BE EQUIPPED WITH POOL ALARM GENERAL NOTES: CAPABLE OF DETECTING A CHILD ENTERING THE WATER E AND GIVING AN AUDIBLE ALARM WHEN IT DETECTS A 1. THE DESIGN IS BASED ON A DRAINAGE SOIL WITH < 10%SILT.GROUND WATER SHALL NOT CHILD ENTERING THE WATER. - -- EXIST WITHIN THE LIMITS OF THE EXCAVATION.IF GROUND WATER EXISTS WITHIN 6'-0" BELOW GRADE,SPECIAL DEWATERING FACILITIES WILL BE REQUIRED.WATER DISPOSAL IS LIMITED TO IS AUDIBLE POOLSIDE AND AT ANOTHER LOCATION ON LAJ 40'-0" OWNER'S PROPERTY. THE PREMISES WHERE THE SWIMMING POOL IS LOCATED. 2. NO SURCHARGE ALLOWED WITHIN A 4'-0"OF SHALLOW END AND 6'-0"OF DEEP END. 3. THE PNEUMATICALLY APPLIED CONCRETE(GUNITE)SHALL BE 1:4 MIX WITH A MAXIMUM OF IS INSTALLED,USED AND MAINTAINED IN ACCORDANCE 3-1/2 GALLONS OF WATER PER SACK OF CEMENT. WITH THE MANUFACTURER'S INSTRUCTIONS. 4. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS. COMPLY WITH ASTM F2208,AS LISTED IN SECTION 5. POOL WATER SUPPLY BY OWNERS GARDEN HOSE.POOL TO BE KEPT FULL DURING FREEZING AG109,AND SHALL BE INSTALLED, USED AND 3 i i WEATHER. MAINTAINED IN ACCORDANCE WITH THE A100 6. PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. MANUFACTURER'S INSTRUCTION AND SPECIFICATIONS 7. WATER SHALL BE DISPOSED OF IN A PROPER MANOR AND IN ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (DEC)AND SUFFOLK COUNTY IS NOT AN ALARM DEVICE WHICH IS LOCATED ON PERSON HEALTH DEPARTMENT. (S)OR WHICH IS DEPENDENT ON DEVICES(S)LOCATED ON PERSON(S)FOR PROPER OPERATION 18 MIDTOWN ROAD Cc,2025 MULTIPLE POOL ALARMS.A POOL ALARM INSTALLED CARLE PLACE NY11514 STEEL REINFORCEMENT SCHEDULE PURSUANT TO CODE MUST BE CAPABLE OF DETECTING DIl@A33EflTEC \\ � DI,�ARGNITECTSMAO.COM 2-3021 GUNITE STEPS T MAX \ DEPTH < 5'-0" >5'-0" ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE RISER AND 12"TREADS \ HORIZ. 12"0.C. 8"0.C. POOL SCHEDULE OF THE SWIMMING POOL.IF NECESSARY TO PROVIDE NEW 8'WIDE X 4'DEEP DRYWELL FOR POOL \ VERT. 12"0.C. 6"0.C. APPROX.AREA= 800 SQ.FT. DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE DISCHARGEAND BOTTOM 6 X 6 X 10 WIRE MESH APPROX.CAPACITY= 43,800 GALLONS OF THE SWIMMING POOL,MORE THAN ONE POOL ALARM OVERFLOW(SEE SITE DN I PLAN FOR DRYWELL _ — — — — — _ _ SHALL BE INSTALLED LOCATION) _ I O 1 1-1/2"WASTE FILTER HAIR&LINT CATCHER SKIMMER \\ � PUMP WATERLINE PROJECT PIRIRSHALLOW END o I I // • (4 FEET) POOL ALARM SPECIFICATION RESIDENCE J • DEEP END SWIMMING POOL TO BE EQUIPPED WITH TWO(2)(8'FEET) n " n n POOLGUARD MODEL NUMBER PGRM-2 POOL ALARMS. � 36" MIN ONE"PGRM-2"POOL ALARM IS CAPABLE OF COVERING A 845 ROSEWOOD DR A100 A100 (2)M IN DRAINS 800 SQ. FT.SWIMMING POOL. MATTITUCK,NY 11952 12"COPING � � ff CONTACT 1-800-242-7163 FOR ANY QUESTIONS OR DATE: 01/2025 1-1/2"RETURN TO INLET COMMENTS PROJECT NO. 3525002 REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 01/2025 3 1-1,/2" 2 A100 "POOLGUARD"ALARM MODEL DRAIN NOTE: SWIMMING POOL NOTES: 3 NUMBER PGRM-2 4 A MIN OF 2 SUCTION OUTLETS SHALL BE PROVIDED FOR THE MAIN DRAIN LINE AND BE SEPARATED IN-GROUND POOL SHALL BE DESIGNED AND 5 BY A MIN DISTANCE OF 3 FEET. EACH SUCTION OUTLET SHALL BE EQUIPPED WITH A COVER CONSTRUCTED IN CONFORMANCE WITH ANSI/NSPI-5 AS 6 CONFORMING TO ANSI/ASME A112.19.8 OR HAVE A MIN PROJECTED DIMENSION OF 18" BY 23". LISTED IN SECTION AG108. DUAL SUCTION OUTLET COVERS SHALL BE HAYWARD WG SERIES OR EQUAL WHERE THE MIN PROJECTED DIMENSION OF THE SUCTION OUTLET IS LESS THAN 18"X 23" IN-GROUND POOL SHALL BE DESIGNED AND NOTES: CONSTRUCTED IN CONFORMANCE WITH THE 2020 1.THE CONTRACTOR SHALL VERIFY ALL CINTERNATIONAL RESIDENTIAL BUILDING CODE EXISTING AND PROPOSED CONDITIONS ON P R 0 POS E D POOL LAY U T PLAN THE CONSTRUCTION DOCUMENTS WITH PROPOSED POOL(926 SQ FT) 1 SWIMMING POOL ENCLOSURES,SAFETY DEVICES,POOL THOSE AT THE SITE.ANY DISCREPANCIES SCALE: 1/4"= 1'-0" BARRIERS,GATES,ALARMS AND DOORS ON DWELLING MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING SHALL COMPLY WITH THE 2020 INTERNATIONAL CONSTRUCTION.THE CONTRACTOR SHALL RESIDENTIAL BUILDING CODE BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. FENCE AND GATE NOTES: 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES GC TO INSTALL 4'TALL FENCE AS DRAWN(OR SIMILAR INCLUDING BUT NOT LIMITED TO:TOWEL POOL CODE COMPLIANT FENCING) BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, GC TO PROVIDE SELF CLOSING AND SELF LATCHING 4' ETC. TALL GATES WITH PAD LOCK AT FENCE ACCESS POINTS 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. SEE STEEL REINFORCEMENT CHART GATES TO SWING OUT INLET FITTING AWAY FROM POOL AUTOMATIC SKIMMER UNDER WATER LIGHT SEE STEEL REINFORCEMENT CHART MAX RISETR AND EPS "12" POOL AND CHILD TREADS SAFETY GATE MAGNA TOP PULL LATCH BY STANLEY WATER LINE MODEL# "STANLEY"HD MTL N346-551 GATE HINGE SELF SELF LATCHING CLOSING 0 `°':' M ':-: LOCATED ON INTERIOR >.. c •> n — — — — — — — — SIDE OF ENCLOSURE 3/4"X 3/4"ALUMINUM GATE SPINDLES.COLOR TO BEBRONZE LLI �' .`•'• OR BLACK U 6X6TILE Z FACING K LLI U Z SPINDLES TO BE Q BARS CONT 4« BOND BEAM ALL,.. (3)#4 . � � PLACED NOT TO � J AROUND TIES @ " MAIN DRAINS y;;iyz..;;;.:• W - ALLOW A 4"SPHERE jn W TO PASS THROUGH � 12"O.C. 0 GATES TO BE 36"WIDE X 48"TALL W/SELF R�U RC CLOSING DRAWINGS SUBMITTED FOR F, s. .'µ:•:, - �,'.,"h-� MARBLE DUST /S/ F.: '�.fv• ~tip•"'y.: .9�•i:�`t"✓" FINISH OUT SWING GATE AND 13/4"O OR �f1 H0 3/ FENCE MUST COMPLY BUILDING PERMIT 3'-0" #3 BARS WITH AG105.3 OF y �1 VERTICALAND — — — — — — — — — — — (MAX) RESIDENTIAL CODE '. s RADIUS VARIES 2020 . r HORIZONTAL SEE '; 6"TO 24"SHALLOW END CHART FOR 25"UP ON DEEP END x SPACING �;•, ` •,'•.. .•: ` r2-0 160 ��� N NO WORK TO COMMENCE Sj, 041714 40'-0" �o 1 12-0 .. .. : UNTILL BUILDING PERMIT IS �r£OF N _ RECEIVED N 8"CONCRETE SLAB ENERGY CODE COMPLIANCE STATEMENT PROPOSED POOL 1THE HEREBY UNDERSIGNED NEW YORK STATE REGISTEREDDESIGN PLANS AND POOL WALL SECTION ESTATE GATE AT POOL & FENCE KNOWLEDGE, E,BEIEFANL,STATSSIONALJUDGEO THE STOFMY KNOWLEDGE,BELIEF AND PROFESSIONALJUDGEMENT,THESE PROPOSED P00 L S E CTI O N PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 3 ,4. 2020 NYSECCC AND WITH THE 2020 NYSECCC SUPPLEMENT. DETAILS 2 SCALE: NTS SCALE: NTT (OR SIMILAR) SCALE: NTS COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: AS NOTED ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECTS WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM