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HomeMy WebLinkAbout51558-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 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 10 ft. Premises Located at: 845 Rosewood Dr, Mattituck, NY 11952 SCTM# 113.-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 $409,00 Building Inspector 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 Il� � � s. 11 l a t11 a wrt) ,g v Date Received APPLICATION FOR BUILDING PERMIT I For Office Use Only 77 i PERMIT NO. 15 g p a. eP AN " 4 �- Building Ins ectol�a, w� Applications and forms must be filled out in their entirety. Incomplete ` .` °: applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 1 ra. /,�5 OWNER(S)OF PROPERTY: Name: DOSE ,rz�2 ,..�....— __��..... SCTM # 1000- 113. --..—.� __... P .2 Project Address: 8�5 PosEu,000 DR • (V)a-r-T 1-TL" -Ny •05z Phone#: C3)- 3qo syso Email:_30sE . PIRIP YANoo.coln Mailing Address: Z` 5 Rose,,x,00 Da • MA-r, ,?Lc* •Ny •1195� CONTACT PERSON: Name: 5�E ptrz,2 Mailing Address: RasEw000 De • lhAni� -Ny .1195z Phone#: 63)- 3cb- 595o Email: SpsE . PIR12 @ yANoo.Coln DESIGN PROFESSIONAL INFORMATION:� �� - --� ---�� - Name: E)A,,,D MAET/Ns - AeCN+TECT5 mrao Mailing Address: 18 mic>rowto eo • CA¢LE Prl+c6 - my . l l Phone#: C3, _ 33� - dal Email: dry,@ gor�,7scrs mAo .C�m CON.._..._.-..�.�._.... ...-..-�.,.......�.. ..-.�....- .._. _ ......�.__. TRACTOR INFORMATION: Name: Sose P,2�rz Mailing Address: 5y5 RosEw000 oz mA,r,,,, -Ny •11952 Phone#: 93)- 3oo - 595o Email: ^�� JOSE. P1212@YAr106.Col12 DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Re air ❑Demo)p ition Estirnated Cast of Project: Other 6i2ogA.,o Pool. _ $� �o C•" C) --------------------------------------------------------------------------------------------------------------------- Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? .2) ❑No 1 PROPERTY INFORMATION Existing use of property: 5 FnM�y owe��,Ns Intended use of property: No eI►anIGE Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_1-10 this property? ❑Yes �91\lo IF YES, PROVIDE A COPY. Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent ❑Owner Signature of Applicant: 3 o5C Date: STATE OF NEW YORK) COUNTY OF- ) _ ids E 1212 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the ... Owti� Z—r=Oro (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 ,_,, .. , '�� day of 20_2'5, N a y Public �'I)Z,'SZ'�rw tiantlx;t uo!sxµuulu;) PROPERTY OWNER AUTHORIZATION �nmoDYluLlnSul l"!1►I�ai�'j Where the a_applicant is. ., ,..�..... m.... .,,... ., tOLZZfM):II I10'��M utrlu�h!�.B pp not the owner) NIA WNOAM:,W,loil.l.v.ls;�I'IfllldANV.LON 00W)I:•IQ X11011AII i1103IN'ISS121VIIJ 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 DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE � 1211612.024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Lisa Marie Aspen Agency Inc PHODNlatEp� 631 471 I?7 5.:�.7.5. m Na) 631)3$9-2439 191 Ronkonkoma Ave EMAIL ....._.. Ronkonkoma, NY 11779 INSURER( s AFFOR DING COVERAGE NAIC# INSURERA Utica.First Insurance Co 115326 INSURED INSURER B Pirir Construction Corp INSURER c _.._. m.. 4213 Middle Country Rd -INSURER D: Calverton, NY 11933 INSURERE: INSURER F: t COVERAGES CERTIFICATE NUMBER: 00020547-604577 REVISION NUMBER: 32 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR.� ............----- TYPE OF INSUR.... .... .. .__ ... .. .. ................. __..m._..� ..-..�. _ -�.... .. .....„.....,._...-... .... LIMITS.. ..........,,._..__ -- "�,R L^ ,IAEd.(., �A POLICY EFF I POLICY EXP ANCE I VI POLICY NUMBER MMIDD/YYYY MWDD/YYYY A " j COMMERCIAL GENERAL LIABILITY 1 EACH OCCURRENCE $ 1,000,000 ART3001273960 �07/1 v2o24 �07/1 v2o25�m.bA � � , CLAIMS-MADE Fk OCCUR PR�Qw1I5 (Fa_ocCurr�nprt� $ 100 000 MED ExP(and one person) 5 0 1. ... 00 $PERSONAL&ADV INJURY � ,000,000 GEN L AGGREGATE LIMIT APPLIES I I � AGGREGATE $ �2.090,000 LOC $ 2000000 JCOP1l POLICY �_PRODUCTS COMP/ AG 0111ER: � $ Ea gcglge .l ......., $$ AUTO ANY AUTO ABILITY BODILY INJURY(Per person) ^ g C'�Cv BIKED SIN(.LE'LIMIT 1 ' I OWNED IfPPE db(�ANWAOaccidenl) $ SCHEDULED AUTOS ONLY AUTOS HIRED NON-OWNED 6$ R AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR . EACH OCCURRENCE ...� -------. ............- EXCESS CLAIMSMADE' LIAR f 1 f_AGGREGATE Is D RETENTION$ Y/N �_ 1 STA.Tl,1T� --�ER H �- .., WORKERS COMPENSATION r, 1 AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A E,L.DISEASE-EA EMPLOYEE (Mandatory in NH)and E.L.DISEASE $ If yes,describe under .�.., ........ DESCRIPTION OF OPERATIONS below SE-POLICY LIMIT $ v 4 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE MOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town Of Southampton ACCORDANCE WITH THE POLICY PROVISIONS. 116 Hampton Road Southampton, NY 11968 AUTHORI? REPRESENTATIVE f EIS) ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by LIS on 12/16/2024 at 04:13PM YSIF New Work State Vnsuurance Fund PO Box 66699,Albany, NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^ ^^^^^ 473963558 ASPEN AGENCY INC 191 RONKONKOMA AVE RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER PIRIR CONSTRUCTION CORP TOWN OF SOUTHAMPTON 4213 MIDDLE COUNTRY RD 116 HAMPTON ROAD CALVERTON NY 119333905 SOUTHAMPTON NY 11968 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12405 340-7 564696 12/13/2024 TO 12/13/2025 12/16/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2405 340-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/fWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOSE P PIRIR COTZOJAY PIRIR CONSTRUCTION CORP (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE.FUND UNDERWRITING VALIDATION NUMBER: 28154829 U-26.3 SURVEY OF: PROPERTY LOCATED AT MATTITUCK LOT No. 13 AS SHOWN ON MAP OF ROSEWOOD ESTATES FILED: JANUARY 24. 1969: FILE No 5240 TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK LOT 15 S.C.T.M. s 1000-113-2-7 SCALE: 1'=30' urn eox o NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD N • IF ANY. NOT SHOWN ARE NOT GUARANTEED. 01 NJS" cp w 0 COLUMN 0 Lp METER 1 FENCE SI METER lkwTw 10A +MI MOAL 2 � SURVEYED BY: PAUL BARYLSKI LAND SURVEYING AI01 OAKDALE NY 11769 PHONE 631 294-6985 A S 1\ cl FAX 631-627-3186 ` PAULBARYLSKIcYAH00.COM JULY 23. 2021 � � r LOT I1 A UMWnOUW ALTERATIOlI at AWTM TO THIS SURVEY D A YIQ.ATpT OF SECTION Ta!Or THE M M YORC STATE EQU:ATEN LAK corRES or THIS SURVEY MW NOT KAR/D ID THE LA SURVEYORS UMW 00 EI101DBEO NIAL 9NALL wl eE TO K A YALO TRUE CTPT. FENCE \ eb QVAANTEES aR CWWICAMMS P ORCATED HM M SHALL IIIN SLY TO p THE PEOWN FOR NAIUR TW SURVEY IS PRIPAR}O AND ON HIS 90VLF TO TTS TITLE COIIANY.00001MMENTAL AW CY AND LOOM SISTITUTIUM 9 LISTED 11E1004 AM TO Ti!ASSIRM OF THE LENDING RMTMITIOL d QTAAANTEES OR CT9RTP7CATIOMS ART:NOT TRANSFEAAKE TO AOOITIOMM. 061ITUTIQ6 OR 90SEMIM OMWEft CERTIFIED TO: KONSTANTINOS K. KOUSIARIS: MARTHA KOUSIARIS: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY MORTGAGE WORLD BANKERS. INC. ISAOA/ATIMA. 4733 LLj 18 MIDTOWN ROAD C2025 CARTE PLACE NY 11514 1631)-332-3021 DM @ARCHITECTSMAD.COM PROJECT PIRIR RESIDENCE 845 ROSEWOOD DR MATTITUCK,NY 11952 DATE: 01/2025 PROJECT NO. 3525002 REVISION DATE 1 SUBMIT FOR BUILDING PERMIT 0112025 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 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 ATTACHMENT,ROBE HOOKS,� KS,GRAB BARS, '. ETC. CR (317' � - � � � � �" � e1•- 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. A/? HO s fJ, 041714 �O qrE of PROJECT TITLE SCALE: AS NOTED DRAWN BY: DM GENERAL NOTES(IN CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY L.Lj 20. PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND 5. JOINT TREATMENT SHALL 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 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 i 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 COCE 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 AyD 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 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 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. SUPPLEMENT SURFACES AND AREAS. 18 MIDTOWN ROAD (E'2025 • THE NEW PORK STATE BUILDING STANDARDS&CODE:2021 SUPPLEMENT TO THE NEW 6. FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOLI 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OFNY (631); (631) PLACE-332-3021 2111514 CARI YORK SUITE 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. DM@ARr,NITECTSMAD.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 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 I 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 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 R317, PROTECT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: PI RI R THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO 8. BACKFIRING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 POUNDS PER SQUARE RESIST LOADS AS SET FORTH IN TABLE R301.2(1): WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFIRING. INCH. a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. RESIDENCE CUMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH WNO OMM SURACTTOD,ANOEiRCM 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 �°UND 9"�,°� w"e^ letslfrLo FLOW "R CONDITIONS ARE PRESENT. p ,sxMD �O`OFCRAtMnC n Lxt°bn10 CATAl/lkY WEATHERING U�T TERMTE EE51GN W"k.AATNT tikZARD FWLtxo TEMP BARRIER. RE'�GNEh' kE� D 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE 20`sg "° NO "° NO 1 ° '°", 3--0- 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 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 SHALL VERIFY DEPTH OF ALL EXISTING FOOTINGS I HAVING CLEARANCES OF LESS THAN 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: ov2o25 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 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 PROTECT N0. 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(p C.).SPACING FOR TWO-STORY STRICTURES SHALL BE 36"O.C..PROVIDE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS,0111/2"OR GREATER I 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. 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 j 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 i a STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. RUN GRAVEL ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL i 5 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. s 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. 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 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 STAIRS 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 iGROUND 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 R405.1" 9. PROVIDE ALL FLUSH FRAMED JOISTS,HEADERS,RAFTERS,AND RIDGE BEAMS WITH i THE ARCHITECT PRIOR TO COMMENCING GUARDS AND HANDRAILS 200 TO BE SELECTIVELY DEMOLISHED. PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. coNsrRucrlON.THE CONTRACTOR SHALL GUARD IN-FILL COMPONENTS 50 9. 2020 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING: 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 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 SHAH HAVE NOT LESS THAN 318"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 SHAH 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 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 I FRAMING FOR ALL ACCESSORIES NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE 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 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 I ATTACHMENT,ROBE HOOKS,GRAB BARS, ASTM C 887. MINIMUM THREE 100 FACE NAILS.-" ETC. STRUCTURAL MEMBER ALLOWABLE DEFLECTION 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 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 RAPIERS i DAMAGE.IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED NOMINAL 2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING V-O". 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 I BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER LI360 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 4'-O"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 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 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 WAILS. 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,H=SPAN HEIGHI 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE i 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUM YIELD STRESS 40 KSI NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. ASSUMED ON THESE DOCUMENTS. 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS IS TO COMPLY WITH THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF 4. WWF SHALL BE 6X610/10 CONFORMING TO ASTM 185 LIMITATIONS OF 2020 NYS RG R502.8.FOR ENGINEERED WOOD PRODUCTS,FOLLOW 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. ' REQUIRED TO ACCOMMODATE All LIVE,DEAD,AND WIND LOADS UNTIL FINAL CONNECTIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS 1 5. NO COLD JOINTS IN CONCRETE ADEQUATELY VIBRATE TO PREVENT AIR POCKETS AND BETWEEN THESE ELEMENTS ARE MADE. DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC R602.6. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF GENERAL NOTES'FO 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 1. IF THE ARCHITECT IS NOT EMPLOYED EY OWNER TO PROVIDE REGULAR CONSTRUCTION 7. CONCRETE IN CERTAIN LOCATIONS MUST BE AIR-ENTRAINED WITH AN AIR CONTENT OF 5% I THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD. PHASE SERVICE,INTERPRETATION OF THE CONTRACT DOCUMENTS SHAH BE BY THE OWNER. 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. IN THE ABSENCE OF THE ARCHITECT,ALL QUESTIONS SHALL BE DIRECTED TO THE OWNER. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 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 2. PRIOR TO SUBMITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHALL EXAMINE THEM. CONSTRUCTION STRENGTH"IN SEVERE WEATHERING ZONE THE LIMITATIONS OF 2020 NYS RC R802.7. �R U Ai THE CONTRACT DOCUMENTS AND BECOME ACQUAINTED WITH ALL GOVERNING CODES, BASEMENT WALLS,FOUNDATIONS AND OTHER 2,500 i �� oE�Ho M hip ORDINANCES AND CONDITIONS OF THE WORK NO EXTRAS OR CHANGE ORDERS WILL BE 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. BASEMENT SLABS AND INTERIOR SLABS ON 2,500 ALLOWED DUE TO FAILURE TO UNDERSTAND THE CONDITIONS INVOLVED. 14. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE GRADE,EXCEPT GARAGE FLOOR SLABS j 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 UTILITIES,EXISTING CONDITIONS,AND EXISTING DIMENSIONS.CONTRACTOR SHALL NOTIFY EXTERIOR WALLS AND OTHER VERTICAL 20. ALL STUDS,JOIST,AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHALL NOT J,� Q41714 0 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS I CONCRETE WORK EXPOSED TO THE WEATHER BE LESS THAN 31/2". q y ARCHITECT 01"ANY CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL Tf OF t REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PORCHES,CARPORT STABS AND STEPS 3,500 ! 4. CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR 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 i 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,ACIDS,FLAMMABLES,OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING a. STRENGTH AT 28 DAYS PSI 22. FOR RENOVATIONS,EXPOSE EXISTING FRAMING(IF ANY)AND NOTIFY ARCHITECT PRIOR TO GENERAL CONTRACTOR TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY IF THIS OCCURS.NO WITH SELECTIVE DEMOLITION OPERATIONS.PERFORM NECESSARY ASBESTOS REMOVAL PER INSTALLATION OF NEW FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. CODE. MASONRY ANY EXISTING STRUCTURAL STRESS OR MOISTURE DAMAGE. NOTES 5. DO NOT SCALEE 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 SELECTIVE DEMOLITION ACTIVITIES. 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 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 DUR-O-WALL VERTICAL REINFORCING 1. 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. WAILS,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: 1 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 I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED 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 C..') HANGERS ARE SUITABLE FOR USE WITH SURROUNDING MATERIALS.USE COMPATIBLE METALS I SYSTEMS GENERAL SPRINKLER SYSTEM.R313.2.1 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 M1501" APPLIANCES,EQUIPMENT,AND BUILT-INS 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 NYS RC INTERNATIONAL CODES P2904 OR NFPA 130" 26. PER 2020 NYS RC R602.32,END JOINTS IN DOUBLE TOP PLATES SHAH 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. Jr 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'FOP PLATE IS INSTALLED 3. ALL HVAC,ELECTRICAL&PLUMBING SYSTEMS SHALL MEET THE 2015 IRC CHAPTER 11 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 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 i 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. 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 iR 4'1DTONdN ROAD 02025 j 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 IUNDERLAYMENTS WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT OBVIOUS,VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION. DMnARCHITEOTSMAO.corn 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 S. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS HVAC WITHOUT A SEALED DUCT BOARD OR METAL LINER. j 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 SHALL 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, STANDARDS PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF t 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 AMERICAIN 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 j 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM ASO,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"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 BOX(ES)AT COMPLETION OF PROJECT. 845 ROSEWOOD OR OVERLAP BOTH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL THERMAL ENVELOPE i 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 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 I 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. 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 PROVIDED FOR EACH SEPARATE 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 SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE 2. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN THERMOSTATS SHOULD BE CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE S. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY CODE. 1. INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R702. s 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 WAIL SCHEDULE OR DRAWINGS FOR GYPSUM TYPES. 4 OF PANELS WHEN SPACING OF SUPPORTS IS 24"D.C.AND ROOF SHEATHING IS LESS THAN BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALLBOARD. 6. TYPICAL SWITCH LOCATION 1'-O"FROM OPENING WHEREVER POSSIBLE,TYPICAL SWITCH I 5 5/8"THICK 2. HIGH-IMPACT GYPSUM BOARD SHALL BE MANUFACTURED BY NATIONAL GYPSUM. 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. s 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. UNDERLAYMEINT 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. NOrEs: 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.F.F.TO CENTER UNLESS OTHERWISE i 1.THE CONTRACTOR SHALL VERIFY ALL UNDERLAYMENT BOARD OR OTHER APPROVED EQUAL,OVER SUBFLOOR. a. HEATING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 727 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-5°f.(NOTE MINIMUM PER 2015 IRC R303.10:TO MAINTAIN 68°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 6010 CENTER. 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION. 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 THE ARCHICT PRIR TO COMMENCING SUBFLOOR 16"O.C. 518" 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 CONSTRUCTION.THE CONTRACTOR SHALL 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 j 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 " " WORK HAS COMMENCED,EXCEPT FOR WALL 24"D.C. 5/8" 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. I 7. TILE BACKING SHALL BE DENS SHIELD.DO NOT USE"GREENBOARD"FOR TILE.USE LOW-VOC HIDDEN CONDITIONS WHERE APPLICABLE. b. fLOORS'FO 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 FINLOLEY D-5 ( ) 2.PROVIDE WOOD BLOCKING IN WALL SHALL HAVE 1 LAYER OF 23/32 SUBFLOORING. 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 DURAFLEX THIN SET. FRAMING FOR ALL ACCESSORIES CONTRACTOR/INSTALLER.CONFORM TO ALL MANUFACTURER'S SPECIFICATIONS FOR 10. DUCT INSULATION:SUPPLY AND RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE j INSTALLATION.TELEPHONE,DATA,AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED 1 INCLUDING BUT NOT LIMITED TO:TOWEL 8. GYPSUM WAIL 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 i BY OWNER,BUT MUST COMPLY WITH ALL CODES. 8. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES.SEE NOTES AND FINISH 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 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 c. 8E ATTACHED TO WOOD FRAME WITH TYPE S OR W SCREWS PENETRATING WOOD 5/8" 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 NAVE FINISH SCHEDULE BUILDING PERMIT IS ISSUES. MINIMUM,12"O.C.MINIMUM FOF CEILING AND 16"O.G.MINIMUM FOR WALLS.NAILING GASKETS MASTICS( ), , TO FRAME TO BE 7"O.C.AT CEILING AND 8"O.C.AT WALLS. ADHESIVESMASTIC-PLUS-EMBEDDED-FABRIC OR TAPES.DUCT TAPE IS NIGH-EFFICACY LAMPS. 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 8Y 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 BELOW-VOC LATEX BY AMF,SHERWIN WILLIAMS,BENJAMIN MOORS, 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 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. 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 I 1. PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING OSMMO,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+/-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 I 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, 17. HEAT PUMPS AND AIR CONDITIONERS,IF USED,MUST BE SIZED ACCORDING TO ACCA CONTROL WASTE PIPING NOISE. 16-GAUGE STAPLES AT 61NCHES 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. I APPLIED OVER LATH OR 2 COATS OVER MASONRY WALL. SEE 2015 IRC TABLE 11702.10)AND (VERTICAL AND HORIZONTAL)BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE.ANY S. 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 13/4 INCH LONG _ 6. PER 2020 NYS RC R302.12,IN COMBUSTIBLE CONSTRUCTION,DRAFTSTOPS OF 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 318"WOOD STRUCTURAL PANELS SHALL BE INSTALLED PARALLEL TO THE FLOOR ARCHITECT. REGULATIONS. 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 + A. PROVIDE ALL REQUIRED ANGLE STOPS,ESCUTCHEON PLATES,RISERS,ETC.TO COMPLETE s -� 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. i AND LOCATION. sj, o41 4 yo 7. PER 2020 NYS RC R302.13,PROVIDE FLOOR ASSEMBLIES WITH'h"GYPSUM WALLBOARD AT 5. EXTERIOR PAINT SHALL BE MANUFACTURED BY AMF SAFECOAT,BEST PAINT INC-OURACRYL, 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. f OF N 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-ZVOG 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 13/8 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. 9. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT ALL FIXTURES j EXTERIOR POLYURETHANE,TIMBER UV WOOD 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 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'/2"TYPE X GYPSUM BOARD ON HABITABLE SIDE.AT GARAGE CEILING,PROVIDE 5/8" ! BEDROOMS+1)+(.Ol CFM)(SQUARE FEET OF CONDITIONED SPACE) HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES.IX,"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 I AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE i 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 I 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 0 2 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 UNTI 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 MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BYANY 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 SECOND FLOOR WOOD STUDS @ 16"O.C. �^ V: EGRESS GENERAL SAFETY AND FALL PREVENTION 1. R305 MINIMUM CEILING HEIGHTS PER 2020 NYS PC: C..D a. 1'4'IN ALL HABITABLE ROOMS " b. 6'-8"IN BASEMENT c. 6'-4"IN BASEMENT UNDER BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS 4 fV 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. 3. R310 AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED PER 2015 4X8 COX PLYWOOD To BE CENTERED OVER GROUND FLOOR WOOD IRC SECTION 310 IN BASEMENTS,HABITABLE ATTICS,AND ALL SLEEPING ROOMS. RIM BOARD TYPICAL STUDS @ 16"O.C. a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2020 NYS RC R310.2.11: TYP. PLYWOOD SHEATHING !. THEY SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 51 SQUARE FEET, 1 D;CEPT 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 18 Mt!1TOWN ROAD U2025 iii. THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. CARLE PLACE NY 11514 (631)-332-3021 b. MAXIMUM SILL HEIGHT:44"A.F.F.(2020 NYS RC R310.2.2) GIanARCNITECTSMARCOM c. WINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW GRADE SHALL (2020 NYS RC R31022) SIMPSON STRONG-TIE I. HAVE A HORIZONTAL AREA OF NOT LESS THAN 9 SQUARE FEET. CS-16 COILED STRAP !i. AVOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. (16)8D 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. BIE 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 PIRIR a. 311.3 LANDINGS ARE REQUIRED OUTSIDE OF EACH EXTERIOR DOOR,AND ARE TO HAVE FRAMED OPENING STRAPPING A WIDTH NOT LESS THAN THAT OF THE DOOR SERVED AND A MINIMUM DIMENSION OF 2 RESIDENCE 36 INCHES IN THE DIMENSION OF TRAVEL AND A SLOPE NOT EXCEEDING T/, VERTICAL UNITS PER 12 HORIZONTAL UNITS(1/4"PER FOOT). b. 311.6 HALLWAYS 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 14" CS-16 COIL STRAP DATE: 01/2025 BELOW'THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT PROJECT NO. 3525002 LESS THAN 31 T/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 REVISION DATE INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. d. 311.7.2"THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES 1 SUBMIT FOR BUILDING PERMIT Ot/2025 WD FLR JOIST 2 MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR ACE4@SIMPSON STRONG-TIE P ACE4 @ALL PORCH POSTS 3 FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE 10460 NAILS a 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 6 INCHES BETWEEN FLOOR LEVELS OR LANDINGS." CONC 1. 311.7.5 RISERS SHALL BE NOT MORE THAN 73/4 INCHES,AND TREADS SHALL BE NOT 1 FOUND A OR LESS THAN 10 INCHES.NOSINGS SHALL PROJECT NOT LESS THAN 114 INCH AND NOT GRADE NOTES: MORE T14AN 1% INCHES ON STAIRWAYS WITH SOLID RISERS.MAXIMUM 3/8"TREAD SIMPSON STRONG-TIE 1.THE CONTRACTOR SHALL VERIFY ALL AND RISER " CS16 COIL STRAP @ 16"D.C. EXISTING AND PROPOSED CONDITIONS ON E'ER VARIANCE WITHIN STAIR RUN.MINIMUM TREAD WIDTH 6 AT WINDERS. WRAP AROUND SILL " SIMPSON STRONG-TIER311.7.6 THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH THE CONSTRUCTION DOCUMENTS WITH 3"X3"BPATALLANCHOR BOLTS LCB @ALL PORCH POSTS !; THOSE AT THE SITE.ANY DISCREPANCIES 5/8"X 12-ANCHOR BOLTS AT 36"O.C. ALLOWABLE LOAD 6,270# 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 THE FLIGHT SERVED-WHERE THE STAIRWAY HAS A ALLOWABLE TENSION LOAD 1235# 5/8"D AAX 12-ANC OR INTO CONCRETE THE ARCHITECT PRIOR TO COMMENCING STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 AL x 3"BOLTS INTO POST CONSTRUCTION.THE CONTRACTOR SHALL ALLOOWW ABLE LOAD 3,705#INCHES. BE RESPONSIBLE FOR DISCREPANCIES h. R311.7.13 HANDRAILS WITH A HEIGHT OF 34"-38"ABOVE NOSING SHALL BE PROVIDED NOT REPORTED TO THE ARCHITECT ONCE SIMPSON SPH4 WORK HAS COMMENCED,EXCEPT FOR ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 12-1OD NAILS TO STUD HIDDEN CONDITIONS WHERE APPLICABLE. FOUR OR MORE RISERS. UPLIFT 1,360# I. R311.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE TO HAVE BP TIE TO PROVIDE CONTINUOUSSUPPORT FROM STUD TO TOP OF 2.PROVIDE WOOD BLOCKING IN WALL !. A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL PLATE TO RAFTER. FRAMING FOR ALL ACCESSORIES ii. A HANDRAIL 34-38 INCHES IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT INCLUDING BUT NOT LIMITED TO:TOWEL VERTICAL IN 12 UNITS HORIZONTAL. �oN° BARS,TOILET PAPER HOLDERS,SHELVING 5. R312 GUARDS AND WINDOW FALL PROTECTION 8"MIN 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"O.C. 3"X 3"BPATALL ANCHOR BOLTS SIMPSON H4 SIMPSON H2.5 b. "R3122 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION SHALL BE PROVIDED 5-8D NAILS TO STUD 5-8D NAILS TO RAFTER 4.THESE PLANS COMPLY WITH THE 2020 IN ACCORDANCE WITH SECTIONS R312.2.1 AND R3122.2. 5/8" CMTAa E 3 2A 2001&12"OF C CORNERS UPLIFT 31 LS 0#0 PLATE ��FT 4I 5#0 PLATE INTERNATIONAL ENERGY CONSERVATION !. R3122.1 WINDOW SILLS.IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF SIMPSON STRONG-TIE CODE. All 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 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 DEVICES THAT COMPLY WITH ASTM F 2090. SPANS GREATER THAN 6 FEET 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R3122.2. SIMPSON H2A !I. R31222 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL 55-IOD NAILS TO -10D NAILS TO STUDER DEVICES SHALL COMPLY WITH ASTM F 2090.THE WINDOW OPENING CONTROL UPLIFT SIMPSONN STRONG-TIE STRONG-TIE DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE 112A @ 16"O.C.AND 12"FROM ENDS WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF (USE WHEN STUDS TIDE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. HCP4 @N STRONG-TIE AND RAFTERS ALIGN) CP4 @ALL HIP CORNERS 8-10D NAILS TO RAFTER 8-10D NALS TO PLATE U PLIFT 3,367# SINGLE POUR ENDWALL RIM JOIST NAILEp INSTALLATION PORT, N CORNER STUD HOLDOWN a CONNECTEDTO TRANSFER SHEAR 131/2" " 2-16D COMMON ONE#4 NAILS @ 6"O.C. • REBAR IN ,[�RU RCy • • SHEAR CONE ` �ELHD OR •.�. 1/2"MIN. '0�� • CORNER SIMPSON STRONG-TIE HPAHD CORNER HOLDOWNS-USE"SIMPSON"HDU8-SDS2.5 (20)SOS 1/4"X 2.5"WOOD SCREWS (1)5/8"DIA X 12"STEEL ANCHOR - ALLOWABLE LOAD 6,970# p4t 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 OF 1 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 I 3 TYP. STRAPPING DETAILS r COPYRIGHTENERGY CODE COMPLIANCE STATEMENT OWNERSHIP AND USE OF DOCUMENTS: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,ASS INSTRUMENTS OF NO WORK TO COMMENCE CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED 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, UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED S WHOLE OR T PART FOR AN1YOTHER PROJECTS L BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH MANNER SHALL APPLY WRITTEN CONSENT C THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED SECTIONR105.2.20FTHE2020NYSE000. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECTS WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CD COVER W/ROOF SHINGLE RAFTER TIES @ 16"O.C. RIDGE CAP CONTINUOUS RIDGE VENT COBRA MODEL'CS20' RIDGE VENT OR EQUAL INSTALL AS MIN(14)10-D NAILS � PER MANUPS INSTRUCTIONS ROOF RAFTERS 5/8"GYPSUM BOARD •• RAFTER CONNECTOR • % LTWGT ARCHITECTURAL @ 16"O.C. O SHINGLES SHINGLES OVER HORIZONTAL SIDING RIDGE p O 1211 MODE L'CS 0 RAFTER TIES@ 16' O.C. #15 ROOFING FELT OVER 1/2"THK(CDX.)PLYWOOD c DBL.TOP PLATE p --_--- •-• FELT OR JOINTS T,0 BE o MIN(14)10-D NAILS O O 1"MIN.AIR SPACE TAPED&SEALED p O O 5/8"COX PLYWOOD SHEATHING 18 MIDTOWN ROAD C 2025 0 CARI F PLACE NY 11514 o TJ I INSULATION (631)-332-3021 RIDGE BOARD OR BEAM OR DM@ARCNITECTSMAD.COM ROOF RAFTERS(SEE (SEE PLANS) DIMENSIONAL I 16" t�-- 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 RAFTER-TO-RAFTER CONNECTION TYP.@ EACH RAFTER n TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS TYP.@ EACH RAFTER TYPICAL FLOOR JOISTS SPACING AND METAL G TYPICAL EXTERIOR WALL CONSTRUCTION PIRIR G �F J RESIDENCE MODEL'CS20'BY SIMPSON STRONG TIES MODEL'LTS' BYSIMPSON STRONG TIES CROSS BRACING 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 w/, JOINT DESCRIPTION OF COMMON OF BOX NAIL SPACING AFTER EACH INSTALLATION) 9" U/yjTX� 845 ROSEWOOD DR IN A ROW TO PROVIDE THE 12" NAILS NAILS TYp S" MATTITUCK,NY 11952 ROOF RAFTERS CODE-REQUIRED MINIMUM END CENTER-TO-CENTER LENGTH ROOF FRAMING SPACING FOR NAILS 1"x2"WOOD SPACER 01/2025 / PROJECT NO. RAFTER CONNECTOR 3525002 MIN(14)10-D NAILS MIN(14)10 D NAILS EA. RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-81D 3-1013 PER RAFTER PREDRILLED FASTENING / HOLES @ 9"O.C. - a REVISION DATE f ;:5�! CEILING JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER JOIST / a' `+ 1 SUBMIT FOR BUILDING PERMIT 01/2025 DBL TOP PLATE WALL STUD �� 36"-42" F- 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) 6-16D 40D EACH LAP w F- 5 SPAN COLLAR TIE TO RAFTER(FACE-NAILED)(TABLE 3.6A) 3-8D 3-10D PER TIE STR,STRUCT CDX URAL PLYWOOD 6 ORM - UJI = GALV.MEATL STRAP PANEL a o • @ 16"O.C. BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END EL000 z MODEL'CS20' NOTES: •• RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-16D EACH END 1.THE CONTRACTOR SHALL VERIFY ALL RIM JOIST WALL FRAMING / THE CON TRUCTIONSTING AND ODOCUMENSED TISI ONS N 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 BE BROUGHT TO THE ATTENTION OF °• LENGTH THE ARCHITECT PRIOR TO COMMENCING • TOP PLATES AT INTERSECTIONS(FACE-NAILED) 446D 5-16D JOINTS EACH SIDE CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE MINIMUM 1" WOOD CASING o, END DISTANCE STUD TO STUD(FACE NAILED) 2-16D 2-16D 24"O.C. / BE RESPONSIBLE FOR DISCREPANCIES • HEADER TO HEADER(FACE-NAILED) 16D 16D 16"O.C.ALONG EDGES NOT REPORTED TO THE ARCHITECT 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, 24613 2-40D PER FOOT 2.PROVIDE WOOD BLOCKING IN WALL LIV 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 CEORAFTER 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 2020 140 MPH DESIGN WIND SPEED DC BRIDGING TO JOIST TOE-NAILED) 2-8D 2-101) EACH END 3.NO WORK TO COMMENCE UNTIL A "SIMPSON"HDQ8 2-16d COMMON BLOCKING TO JOIST(TOE-NAILED) 2-8D 2-10D 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 446D 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 CODE. NO BAND JOIST TO JOIST(END-NAILED) 3-16D 4-16D PER JOIST A ROUGH OPNS TATION A B C D E F BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) I 246D 346D PER FOOT BLOCKING @ 2'-0" 2 " E:NDWALL ROOF SHEATHING (1)2'x4 1 1 1 1 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 1"X6"OR 1"X8" 2-8D 2-10D PER SUPPORT C 8'0" 8 (2)2"x4"or(1)2"x6" 3 3 3 3 1"X10"OR WIDER 3-8D 3-101) 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 10, 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) "SIMPSON"HDQ8 WALL SHEATHING B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)(TABLE 3.23B,P.193) "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: MIN(14)10-D NAILS FIBERBOARD PANELS @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A P.316) 1.SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLE 3.22F,P.191)ASSUME DBL.HDR. WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINUOUS 7/16" 6D - 3" EDGE/6"FIELD 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 10 /COOLERS 7" EDGE "FIELD STRUCTURE UNLESS OTHERWISE NOTED. KING STUD WINDOW NAILING&STRAPPING @ EXTERIOR DOOR HEADER HARDBOARD 8D 8D 6 3.SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) :12 / &DETAIL(HOEDOWN&CONN). "EDGE 12"FIELD PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) GALV.METAL TIE DOWN W/IN 32"OF DIAGONAL BOARD SHEATHING -0 AR C� GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE 9 CORNER OF STRUCTURE 1"X6"OR J."X8" 2-8D 3-10D PER SUPPORT �ELHO C 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 C� 0 9f�Fn DEFLECTION Z� � FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 ~ STRUCTURAL PANELS DECKS 40 psf 10 psf NO FINISHED CEILING ATTACHED TO RAFTERS � A �� w 714 �Q 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 qrE 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, 1"X6"OR 1"X8" 2-8D 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 pif 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 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. FASTENERS FOR ASPHALT ROOF SHINGLES MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 11) 13AM (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 ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO UNTI 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 z I"� s o W ateivl I le ✓, w :i qA h Sbt,re ncrnS' Ja\e T Mdte�R r v 845 Rosewood Or �t V MATTITUCKvq Alnttlrurk o �f�`\ Nr5 Qr/ 845 Rosewood Dr F� f ~fig $rt4°n Z 18MIDTOWNROAD CA2025 f =_ CART E PLACE NY 11514 a (631)-332-3021 D M@A R CHITECTSMAD.COM Aa KEY PLAN 1 PROJECT PIRIR RESIDENCE 845 ROSEWOOD DR MATTITUCK,NY 11952 DATE: 01/2025 PROJECT NO. 3525002 REVISION DATE 1 SUBMIT FOR BUILDINOPERMIT 01/2025 2 3 4 Cuk 5 RONOTES: D ROSEWOOD DRIVE 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 CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES S �'261 OT' E 115.00' 6� NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR 1 JK• HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES EXISTING DRIVEWAY INCLUDING BUT NOT LIMITED 0:TOWEL TO REMAIN BARS,TOILET PAPER HOLDERS,SHELVING I ATTACHMENT,ROBE HOOKS,GRAB BARS, EXISTING FRONT WALKWAY TO REMAIN 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. ACCESSORY STRUCTURE(POOL)ENVFI.OPE - - - - - - - — 4.THESE PLANS COMPLY WITH THE 2020 I — I I INTERNATIONAL ENERGY CONSERVATION I I CODE. I I Y Q 33.6' do 60 15.0' m I MI -+ s.s' a � I EXISTING 2 STORY 'i I I I r,; WOOD FRAME _ N ui DWELLING(1,604 N Z I I SF COVERAGE) 00: I 13.9' LL I 12.1' 17.0' LOT COVERAGE CALC. I N I of I GROUND FLOOR = 1,604SF ao JI I EXISTING WOOD �° 1 W SECTION: 113 NOTE: DECK — _ 356 SF DECKING TO 21 THE INFORMATION USED FOR THIS IN-GROUND POOL = 924 SF REMAIN(356 SF) 14.3' LL g BLOCK: 2 SITE PLAN WAS OBTAINED SHED — 96 SF W I o I DIRECTLY FROM THE SURVEY. 8 N I I O LOT: 7 (SEE SURVEY ATTACHED) TOTAL LOT COV. =2,980 SF Z a 2 10 z M M NEW ON-GRADE ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40" C I I � 1` I PAVED POOL PATIO REQUIRED EXISTING/PROPOSED OWNERSHIP AND USE OF DOCUMENTS: NEW IN GROUND I I v J DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF IN THE COVERAGE) LOT i LOT AREA 40,000 SF MIN * 20,092 SF EXISTING PROFESSIONAL ARCHITECT. HALL (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 38.75' 34.25' I ( ) PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN ,( I SIDE SETBACK SETBACK R I LOT DEPTH 175'MIN * 174.1'(EXISTING) AUTHORIZATION OF ARCHITECTS MAD. `!` GpElHO y4 y�I LOT COVERAGE 20%(4,018.4)MAX 2,980 SF(PROPOSED) �!4 9fynF�� I i I I COPYRIGHT NEW POOL CODE FENCE ( I I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN ��✓ "v, 0 I ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE "R-40" CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE Q \ ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE NEW IN GROUND f� c041 14 �O DUPLICATED,DISTRIBUTED, ,OR USED IN ANY c1 POOLOVERFLOW I (POOL) MANNER WITHOUT THE WRITT NISCLOSED CONSENT OF THE ARCHITECT. ` OFN M y DRYWELL I PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S I m I WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. 9 EXISTING STORAGE SHED TO 9 REMAIN(96 SF) REQUIRED EXISTING/PROPOSED o NEW POOL EQUIPMENT O 17.511FRONT SETBACK 35' MIN(PRIMARY) 115.7'(PROPOSED) ENERGY CODE COMPLIANCE STATEMENT PROJECT INFO ACCESSORY STRUCTURE(POOL)ENV'CLOPE , I LOCATION J Q I THE HEREBY UNDERSIGNED NEW THAT STATE REGISTERED SURVEYS & — — — �, — — SIDE SETBACK 1 � �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 N23°03'40" w 115,01T N REAR SETBACK ��T , `MIN 36.9'(PROPOSED) SECTIONR105.2.20FTHE2020NYSE000. PLUMB / GAS * EXISTING NON-COMPLIANT RISER DIA. NO WORK TO COMMENCE UNTILL BUILDING PERMIT IS SCALE: AS NOTED RECEIVED SI PLAN ZONING INFORMATION (S� C� TE � 4 SCALE: 1"-20'-0" DRAWINGS ITTED FOR BUILDING PERMIT i b DRAWN BY: DM GENERAL POOL ALARM NOTES: SWIMMING POOL TO BE EQUIPPED WITH POOL ALARM V) " GENERAL NOTES: CAPABLE OF DETECTING A CHILD ENTERING THE WATER 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 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 MANUFACTURES'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 C,2025 _ MULTIPLE POOL ALARMS.A POOL ALARM INSTALLED CARLE PLACE NY 11514 STEEL REINFORCEMENT SCHEDULE PURSUANT TO CODE MUST BE CAPABLE OF DETECTING PlCo'ARCHITE21 DPAC'hRCHiTECTSMAD CDM GUNITE STEPS 8"MAX ( \ DEPTH < 5'-O" >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 DISCHARGE AND \ 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 ? N \ // 14/2"WASTE FILTER HAIR&LINT CATCHER SKIMMER \\ PROJECT� PUMP WATERLINE PIRIR SHALLOW END - I I // (4 FEET) POOL ALARM SPECIFICATION RESIDENCE �J DEEP END SWIMMING POOL TO BE EQUIPPED WITH TWO(2)(8'FEET) "POOLGUARD"MODEL NUMBER"PGRM-2" POOL ALARMS. 36" MIN ONE"PGRM-2"POOL ALARM IS CAPABLE OF COVERING A 845 ROSEWOOD OR A100 A100 (2)M IN DRAINS 800 SQ. FT.SWIMMING POOL. MATTITUCK,NY 11952 12"COPING DATE: CONTACT 1-800-242-7163 FOR ANY QUESTIONS OR 01/2025 1-1/2"RETURN TO INLET IIICOMMENTS PROJECT Nfl. 3525002 REVISION DATE 1 SUBMR FOR BUILDING PERMIT 01/2025 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 G 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 CPROPOSED POOL LAYOUOT PLAN INTERNATIONAL RESIDENTIAL BUILDING CODE EXISTING AND PROPOSED CONDITIONS ON 1 PROPOSED POOL(926 SQ FT) THE CONSTRUCTION DOCUMENTS WITH SWIMMING POOL ENCLOSURES,SAFETY DEVICES, POOL THOSE AT THE SITE.ANY DISCREPANCIES SCALE: 1/4"= 1'-o" 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 GUNITE STEPS 8"MAX RISER AND 12" POOL AND CHILD a TREADS SAFETY GATE MAGNA J O ""4F�— TOP PULL LATCH BY ?. WATER LINE "STANLEY" ° MODEL# "STANLEY"HD MTL N346 551 GATE HINGE SELF SELF LATCHING CLOSING O _ M � _ _ _ _ _ _ _ LOCATED ON INTERIOR� :�,��;�• SIDE OF ENCLOSURE 3/4"X 3/4"ALUMINUM Ii GATE SPINDLES. COLOR TO BE BRONZE w 4 ° . OR BLACK U :.yuJ �' >:: _', Sr: 6 X 6 TILE J Z 00 :.'. FACING - s•ry; ..!ti ILL U Z SPINDLES TO BE (3)#4 BARS CONT H PLACED J ..�,.• � C NOT TO J BOND BEAM ALL -ti' AROUND TIES @ > 00 TO PASS THROUGH �t _ (2)MAIN DRAINS �.;; w ALLOW A 4"SPHERE Lo ".• 12"O.C. �" X O .: Q GATES TO BE 36"WIDE X 48"TALL W/SELF CLOSING&LATCHING DRAWINGS SUBMITTED FOR t s. ,J t^ ,. MARBLE DUST 4 FINISH OUT SWING GATE AND OELHO �/ 44 MM FENCE MUST COMPLY BUILDING PERMIT � $'-0" #3 BARS ' WITH AG105.3 OF yn r.1 VERTICAL AND RADIUS VARIES (M ) RESIDENTIAL CODE HORIZONTAL SEE : 6"TO 24"SHALLOW END 2020 CHART FOR 25"UP ON DEEP END a — SPACING • .:. NO WORK TO COMMENCE J`j, 041714 0 12-0 12-0 :16'-Ovl UNTILL BUILDING PERMIT IS �T£OFN 40'-0" N RECEIVED 8"CONCRETE SLAB ENERGY CODE COMPLIANCE STATEMENT PROPOSED POOL i THE HEREBY UNDERSIGNED NEW YATT STATE REGISTERED PLANS AND POOL WALL SECTION ESTATE GATE AT POOL & FENCE DESIGN WLEDG ,B EIEFAN L,STATSSIONALJUDGEO THE STOFMY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PROPOSED POOL SECTION PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 3 4 2020 NYSECCC AND WITH THE 2020 NYSECCC SUPPLEMENT. DETAILS 2 SCALE:NTS SCALE: NTS SCALE: NTS (OR SIMILAR) COPYRIGHT O 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 ARCHITECT'S 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