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Home My WebLink About51944-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#: 51944 Date: 05/27/2025 Permission is hereby granted to: Dean Vegliante 180 Riverside Blvd Apt 27F New York, NY 10069 To:. Construct additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 5165 Great Peconic Bay Blvd, Laurel, NY 11948 SCTM# 128.4-13 Pursuant to application dated 04/16/2025 and approved by the Building Inspector. To expire on 05/27/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $569.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total $669.50 Building Inspector err w TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 d Telephone (631) 765-1802 Fax (631) 765-9502 hrGl s-J/\v w.soqtholdt rwnn ay Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only APRI � PERMIT NO. Building Inspector. r A 1icatio s and�forms mustbe fired out m their eptirgty Incomplete; applications will nqt be a c pted YVhere+,the;App icant is`rtotthe owner,an Qwrfer's "shall be completed. Date:2-11-25 OWNER(S)OF PROPERTY: Name:Dean Vegliante SCTM # 1000-128 - 1 - 13 Project Address:5165 Peconic Bay Blvd., Laurel, NY 11948 Phone#:917-686-3279 Email:deanvegliante@gmail.com Mailing Address:240 Riverside Blvd #27C NY, NY 10069 CONTAq P 0",N Name:Edward Koenig - Architect Mailing Address:5300 S. Atlantic Ave., Suite 8604, New Smyrna Beach, FL 32169 Phone#:631-948-7030 Email:edkoenig49@gmail.com DESIGN;PRE3FESSiON L,,�NFO iMATION Name:Edward Koenig - Architect Mailing Addre:ss:5300 S. Atlantic Ave., Suite 8604, New Smyrna Beach, FL 32169 Phone#:631-948-7030 Email:edkoenig49@gmail.com CONTRACTOR INFORMATION: y, Name: Mailing Address: Phone#: Email: DESCRIPTION,OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair []Demolition Estimated cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single family residential Intended use of property:Single family residential Zone or use district in which premises is situated Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No 11 I 11 F YE 11 S, PROVIDE A COPY. El Check BOX After Readlrtg the owner/contractor/design professional is responsible for all drayage and storm water Issues as roxlded by ri / / %d//Ii/i✓/i /i r/ Chapter 236 of the 7own,Codo �PpucATION 15 HEREBY MIADE to the Building Department for the issuance of a Building PerrriiT }irsGa tZp th/�B t ld)r�g rn ,, , ,,,,,,r /ire iio, �,, i�,,,r ,,,ono„ „r�,n,,,� „r,.ii,,,,, ;i /i�i//r,, Ordinance of;the Town;of Southold,Suffolk;County,blew York and other applica�I'Laws 641nances ar Regulations for the construction additions,alterations or for removal or demolition asherein desril:The applicant agrees to-complywith afkappliaabie fawsf Grdinencsr� ' ,„1,/ hops i cgde and t clIetJO and to itifEirif aothorized inspectors on praddl�!es-and in 6hding' )for necessary inspections Faise� �t ttt r" yf ,,,, „ : 1 t/ tp0sf4a le ,Mss A9rnfS 0140 0 N�Mdf 9 ttto Section 210,45 of the New York t�te,� dial�eN41� "r..�.> �, o,, o,h Application Submitted By( na can Vegliante ❑Authior'i a Age nt aOWner Signature of Applicant Date: / w,, STATE OF NEW YORK) SS: COUNTY OF Dean Vegliante being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the owner of property (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. JOVAIE T PAPPACODA Inc ary Public, Stre of New Yti k wort or i"V"1 t�i15 � � SUffOlk,00th nty 2D' sr da`y of - —M � — Not Public �� PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1, residing at do hereby auth to apply on my behalf to the Town of Southold Building Depart or appii as described herein, Owner's Signature D" wner's Name 2 a Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Dean Vegliante residing at 10069 240 Riverside Blvd #27C NY NY (Print property owner's name) (Mailing Address) do hereby authorize Edward Koenig -Architect (Agent) to apply on my behalf to the Southold Building Department. Re: Second story addition 5125 Peconic Bay Blvd. Laurel, NY 11948 51�� toes/s-ignature) (Date) Dean Vegliante (Print Owner's Name) 4� Town Hall Annex 1A Telephone(631)765-1802 54375 Main Road � � Fax(031)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF M ISS TY PE C ST ' I�CTIOi"� F'RI�-EI�OIN : WOOD CONSTRUCTION AMID/OIL TI EIS CONSTRU TION 5 Date: q-q- Owner: Location of Property: 1 R5,CoAjic, 13,A PLAID. LAAO, NY !Iq Y 8 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): NA Truss type construction (TT) NA Pre-engineered wood construction (PW) NA Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) �m Floor and roof framing (FIR) r Signature: Name (person submitting this form): 4 A)16: Capacity(check applicable line): Owner Owner representative TrussRegI5.docx Effective 1/112015 /?Rwl\'N� NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE n n n n n n 831039349 "^ HIGH DESIGN HOME REMODELING &BUILDING LLC 10 MANORVIEW WAY SCAN TO VALIDATE MANORVILLE NY 11949 AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HIGH DESIGN HOME REMODELING TOWN SOUTHOLD &BUILDING LLC 54375 MAIN RD. PO BOX 1179 10 MANORVIEW WAY SOUTHOLD NY 11971 MANORVILLE NY 11949 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12433 488-0 208728 12/19/2024 TO 12/19/2025 3/24/2025 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2433 488-0, 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://WWW.NYSIF.COM/C`ERT`/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 THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. 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 STAT SD NOE FUND �/ DIREC"TOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:45888544 1 LOA z \1 �� ti _ � - � � � _ �� _ � - � �, -� --1. -- ti �. � �ti �� ., �� _ \\ `� _�� a � - �\�� _ � a � �� ti�� _ � _ � _ � �� k _ _ ��-, =_�� _ �' �� - _ o �� — _ _ e e ,,� R t ,_ _ - _ � _ - ��- � _ _ �� _ � - \\� _ \�� _ ��,�� -� �`�, �- �� -�_� \� � � _ \� � � - \��`� L c �� - - - �, � _,. - - v �� ..� _- - �� ; � �, _ _ y� � _ _ - -= 0 DATE(MM/DDNYY`) ACC WO CERTIFICATE OF LIABILITY INSURANCE 3/20/2025 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 GUNIACI NAME: William Brazier Brazier Insurance A/mExt E1)281-1700 A/C,No): 1490 Montauk Highway ADDRESS. thebrazieragency@gmail.com INSURER(S)AFFORDING COVERAGE NAIC# Mastic NY 11950 INSURER A: ATLANTIC CAS INS CO 42846 INSURED INSURER B: HIGH DESIGN HOME REMODELING AND BUILDING LLC INSURER C: 10 MANORVIEW WAY INSURER D: INSURER E: MANORVILLE NY 11949-2975 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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„ LTR TYPE OF INSURANCE INSDluuL WVD POLICY NUMBER MM/DD/YYYY (MM/DDIYYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 10 RENtED CLAIMS-MADE �OCCUR PREMISES(Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 A Y L068029281-0 01/15/2025 01/15/2026 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 vi POLICY JECT O LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY CU-tl(Eaandnt) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PM UAMAUt � AUTOS ONLY AUTOS ONLY (Per ae.'dT..t $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ ORKERS COMPENSATION ND EMPLOYERS'LIABILITY Y/N ,STATUTE ER NY PROPRIETOR/PARTNER/EXECUTIVE —71 N/A E.L.EACH ACCIDENT $ FFICER/MEMBER EXCLUDED? .Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ f yes,describe under ESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) REMODELING Certificate holder is also listed as additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 AUTHORIZED REPRESENTATIVE SOUTHOLD NY 11971 f ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD SYMBOL LEGEND BEARINGS SHOWN HEREON ARE BASED ON LIBER 8501 PAGE 1 17-71 MONUMENT FND —x— WIRE FENCE ® I.P. / I.B. FND © GAS METER LP. / LB. SET O WATER METER cv x,p355 SPOT ELEVATIONS X GAS VALVE UTILITY POLE X WATER VALVE >— GUY WIRE � TEST HOLE UTILITY POLE W/LIGHT 5? TREE ( LIGHT POLE SHRUB SIGN BOLLARD FIRE HYDRANT WETLAND FLAG QO MANHOLE D.C- DEPRESSED CURB M "A"-INLET FE. FENCE ® "B"-INLET MAS. MASONRY ® YARD INLET PLAT. PLATFORM ® YARD INLET W.W. WINDOW WELL Z A/C UNIT B/W BAY WINDOW p ELECTRIC METER C/E CELLAR ENTRANCE PVC FENCE (PVC) O/H OVERHANG —� STOCKADE FENCE (STK) R/O ROOF OVER X— CHAIN LINK FENCE (CLF)CANT. CANTILEVER ® CROSS CUT G.O.L. GENERALLY ON LINE A STAKE O/L ON LINE R.O.W. RIGHT OF WAY LAND OF GEORGE J. TURNER I I I o � 0 I TAX LOT 12 I � z q 2f STK FEN C. 0.3't ASPHALT DRIVEWAY WALL STK WALLS� I 1 STK VINYL t2.1' 0EN TIMBER WALL. '9`5'00' 03I- 1 ID FEN SHE 1�I'S50013'30"E 0.6' w FND r 0.2' PVC P TEC m W FEN 6' STOCKADE FEN. o FEN FEN Y z MON I `may 0.1'— 0 0.3'� +0.6' #'o O 0.5't .78 I 34.7' " I O O � o z 24.4' M I TAX LOT 18 o uj co 6 Q � U I t TAX LOT 9 Z J PROPt Efl M SECOND FLOOR 1 STORY � Q tic 204.2 PT AME BUILDING w o #5165 0 O I uj _ 0 O I M co m ^`I O � Cr) CONC. BOLCK o PAVERS 34.8' 1 Cp 2R.3' 6 a O SHD I M 3 12' CONC. DRIVEWAY - - I O SHD tau- m w m [ -►1.3' �ups E 1 B. 7.0' SHD 1.9' HEOO�S 1 STK 6' STOCKADE FEN. STK FEN 95.00 FEN N50'13'30"W I ----1 z 0.4'— 1.0' 1 m TAX LOT 14 f �a m Y 0] U GRAPHIC SCALE 20 0 10 20 0 0 LOT AREA ( IN FEET ) 6,175.00 S.F. I inch = 20 ft. 0.15 AC. �OF ># SURVEY OF PROPERTY EW op LEA 7 o SCALICE e 5165 PECONIC BAY BOULEVARD, and surveying LAUREL, NEW YORK 11948 o mjslandsurvey.com P:631 —957-2400 SITUATE 05 73 6 1 South Bay Avenue, Islip, NY 11751 LAUREL, TOWN OF SOUTHOLD SAND I R.:MC CREW.:JM SCALE: 1" = 20' TAX MAP N0. SUFFOLK COUNTY, NEW YORK ATE SURVEYED: 01/29/2025 JOB No.S25-0272 1000-128.00-01.00-013.000 [3) ALT€AT** M I-$ LY WP A lyFl§;s �. L 9 A V*LA [W N 7ZQR. - 3,o' #T 543�=CAW"SAS.di} Y=-- Si Y m YTTH T.5€�fk6 ms or TRL -. `Raw - - SI) 4' ON - THAT THE s WAS Mow W W ' - -RAMM MR LAW w. €Awmw R'!TO¢#Off YES MATE - or niE - € 6 lwu To MR*-'U'UIT um" z._ To M ME cwA W.To T+e A.Ate,, ow m THO wcm ommullm LaTo ok T swm Y.D.(1) �Ax.w (5)THE arm OF ulmmm AR£W gRAn 9.O" W Wl€H]P .8C EPWOM F Wf LSE -4R E E)=OR ME ,T{ IDR VkA*AZKWElaS ARE w mmw BY— Y.(4) _ =t-I*R wS)SWM HC.MN MU rit 9MpMqVS TO Tim PRDMW UIQ ARE MR A -U Aft An a� NUT eV:€��3 R}=K TK OF FENCM .�PATS PVK lc -to�'^" M QQ-P 00 i#VC W CW cn + FIp a wT is PAAI or T sir.t1qI" $Y�5 A Fs+3 IC TOTAL a g1T) 5F MMM.*r W AWIM EkW&ENTR OF REc M 0 Ate..NOT AK WT AA (To)w 5 »Try A'fiia�R "YR7,THE�'GF AW '=S, ,W WfM NWOR Rift OF WAY W7 R ,W W4Y"f Mr P€RjWM ARE W WkWdEM Ha-) 51 q 4q - k)sf,%_ op Copyright of Architectural Drawings-These plans are protected by e"% federal law and are subject to copyright protection as an ID la�y A T I "architectural work"under section 102 of the copyright act, 17 U.S.A.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. These drawings are ` s provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and ed at the 5165 PECONIC BAY BLVD. , LAUREL, NY, 11948, 917-686-3279, DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 they mayhownontt be dforablockny without ct otthether rithncoat nsentand address shown on the title block without the written consent and compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such protection, unauthorized use of these plans,work or home represented, can legally result in the cessation of construction or BUILDING DEPARTMENT NOTES buildings being seized and/or monetary compensation to Edward WFCM 2018 NAILING SCHEDULE GLAZED OPENING PROTECTION Koenig. 65.00 ALL GLAZED OPENINGS SHALL COMPLY WITH THE PROTECTION REQUIREMENTS FOR CONSTRUCTION IN WIND BORNE DEBRIS 2020 RESIDENTIAL CODE OF NEW YORK STATE JOINT DESCRIPTION UMBER N UMBER OF AIL SPACING - AREAS.ALL o ° �� DETAIL IN THESE SOPOSED E DRAWINGS AND IN ACCORDANINDOW AND GLAZED DCOOR E WITH R301 2S1 2HALL BE PROTECTED WITH PRECUTOF THE 20 0 RCNYS.SEE DETAILS PLYWOOD SECIF CATIONS. 2020 BUILDING CODE OF NEW YORK STATE SHEET INDEX OMMON NAILS BOX NAILS N39 46 30 E NO. TITLE 7.80 A-1 TITLE SHEET 1.90 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM) ROOF FRAMING EXISTING 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE A-2 SPECIFICATIONS AFTER TO TO PLATE TOE NAILED ER RAFTER I SHED I I WALL LEGEND NFPA70-17 NATIONAL ELECTRICAL CODE A-3 DEMOLITION PLANS 54.6 S REV. SYMBOL DESCRIPTION 2020 FIRE CODE OF NEW YORK STATE A-4 RESCHECK ENERGY CALCULATIONS FILING JOIST TO TOP PLATE TOE NAILED ER JOIST rn FILING JOIST TO PARALLEL RAFTER FACE NAILED EACH LAP LOT AREA ct i EXISTING C.E. DISTRICT 1000-SECTION 128-BLOCK 1 -LOT 13 A-5 RESCHECK AND THERMAL BARRIER PLANS FILING JOIST LAPS OVER PARTITIONS FACE NAILED EACH LAP 6,175 SO FT C = _ _ = :1 EXISTING WALL TO BE DEMOLISHED. A-6 SHEARWALL CALCULATIONS OLLAR TIE TO RAFTER TOE NAILED ER TIE EXISTING PAVER PROPOSED ZONED RESIDENTIALB-QSINGLE FAMILY RESIDENCE A-7 FOUNDATION & ROOF PLANS LOCKING TO RAFTER TOE NAILED -8D -10D ACH END PATIO EXISTI G ENCLOSURE _ _ _ _ A-8 CONSTRUCTION PLANS RIM BOARD TO RAFTER END NAILED -16D -16D EACH END SECOND FLOOR I � 204.2 SO FT w I EXISTING FOUNDATION WALL AND FOOTING TO REMAIN. R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION A-9 ELECTRICAL PLANS& PLUMBING RISERS _ _ _ _ TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION A-10 ELEVATIONS &SECTION // CO 204 SF SECOND STORYADDITION A-11 DETAILS ALL FRAMING O C� EXISTING EXTERIOR WALL TO REMAIN. OP PLATE TO TOP PLATE FACE NAILED -16D -16D ER FOOT Q 0 EXISTING o O OP PLATES AT INTERSECTIONS FACE NAILED -16D -16D JOINTS-EACH SIDE C� � FIRST FLOOR ,I: EXISTING INTERIOR WALL TO REMAIN. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA STUD TO STUD FACE NAILED -16D -16D 4"O.C. N 863.76 SO FT "I FADER TO HEADER FACE NAILED 6D 6D 6"O.C.ALONG EDGES � ° I 0 I NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT BY VINYL SIDING GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM OP OR BOTTOM PLATE TO STUD END NAILED ER STUD O (SEE ELEVATIONS FOR MFG.AND SPEC.)OVER'TYVEK' HOUSE WRAP OVER 1/2" SNOW DESIGN BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, -16D -16D ER FOOT 19. 0 35.40 9•90 L() EXTERIOR GRADE'CDX' PLYWOOD SHEATHING (OR EQUAL)OVER 2"X 6"WOOD LOAD SPEED TOPOGRAPHIC SPECIAL WIND BORNE CATEGORY WEATHERING FROST LINE TERMITE NDJOIST z STUDS @ 16" O.C.WITH 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS EFFECTS WIND DEBRIS AREA DEPTH R BLOCKING FACE NAILED INSULATION BATTS BETWEEN STUDS COVERED WITH 1/2" GYPSUM BOARD. REGION FASTEN 1/2" PLYWOOD WITH 8D COMMON NAILS @ 6" O.C.AT EDGE AND 12"O.C. 20 130 vult NONE NONE WIND BORNE B SEVERE T-0"TO MOD.TO EXI TING I I IN FIELD AND FASTEN 1/2"GYPSUM ATTACHED WITH 5D COOLER NAILS @ 7"O.C. DEBRIS AREA BOTTOM OF HEAVY LOOR FRAMING WAL WAY o AT EDGE AND 10" O.C. IN FIELD. EXPOSURE D FOOTING JOIST TO SILL,TOP PLATE OR GIRDER TOE NAILED -81D -10D ER JOIST ~ NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT BY VINYL SIDING RIDGING TO JOIST TOE NAILED -81D -10D ACH END EXISTING co (SEE ELEVATIONS FOR MFG.AND SPEC.)OVER'TYVEK' HOUSE WRAP OVER 1/2" WINTER DESIGN TEMP. ICE BARRIER REQUIRED FLOOD HAZARDS AIR FREEZE INDEX MEAN ANNUAL TEMP. LOCKING TO JOIST TOE NAILED -8D 2-1 OD ACH END DRIVEWAY EXTERIOR GRADE'CDX' PLYWOOD SHEATHING (OR EQUAL)OVER 2"X 4"WOOD LOCKING TO SILL OR TOP PLATE TOE NAILED -16D -16D HACH BLOCK STUDS @ 16" O.C. WITH R-7 PER INCH CLOSED CELL SPRAY FOAM INSULATION NO. DESCRIPTION DATE EDGER STRIP TO BEAM FACE NAILED -16D -16D EACH JOIST FOR R-21 TOTAL VALUE BETWEEN STUDS COVERED WITH 1/2"GYPSUM BOARD. GIST ON LEDGER TO BEAM TOE NAILED -8D -10D ER JOIST 65.00 I FASTEN 1/2" PLYWOOD WITH 8D COMMON NAILS @ 6" O.C.AT EDGE AND 12" O.C. SEE BELOW WITHIN 2'-0"OF EAVES FEMA FIRM MAP: 36103C0483H 599 51 1 ISSUED FOR DESIGN REVIEW. 1-27-25 AND JOIST TO JOIST END NAILED -16D -16D ER JOIST - IN FIELD AND FASTEN 1/2" GYPSUM ATTACHED WITH 5D COOLER NAILS @ 7"O.C. FLOOD ZONE: NONE AND JOIST TO SILL OR TOP PLATE TOE NAILED -16D -16D ER FOOT S3 ° 46' 30"W 255.00 AT EDGE AND 10 O.C. IN FIELD. 2 ISSUED FOR DESIGN REVIEW. 1-30-25 NEW 4" INTERIOR WALL CONSTRUCTED OF 2"X 4"WOOD STUDS @ 16 O.C. MANUAL J DESIGN CRITERIA 3 ISSUED FOR DESIGN REVIEW. 1-30-25 COVERED WITH 1/2" GYPSUM BOARD EACH SIDE. SUBSTITUTE GREENBOARD AND ROOF SHEATHING CEMENT BOARD AS REQUIRED BY CODE IN PLACE OF GYPSUM BOARD. ELEVATION LATTITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING 4 ISSUED FOR PERMIT. 4-9-25 STRUCTURAL PANELS 3D 10D SEE TABLE 3.10 NEW 6" INTERIOR WALL CONSTRUCTED OF 2"X 6"WOOD STUDS @ 16"O.C. HEATING COOLING CORRECTION DESIGN TEMP. TEMPERATURE TEMPERATURE 7-Z DIAGONAL BOARD SHEATHING PECONIC BAY BLVD. I17777777771 COVERED WITH 112" GYPSUM BOARD EACH SIDE. SUBSTITUTE GREENBOARD AND FACTOR COOLING DIFFERENCE 1"X 6"X 1"X 8" -8D 2-1 OD ER SUPPORT CEMENT BOARD AS REQUIRED BY CODE IN PLACE OF GYPSUM BOARD. 108 FT. 41°N 15°F 86'F 1.00 70°F 75'F 75'F 1"X 10"OR WIDER -8D 3-1 OD ER SUPPORT NEW SHOWER ENCLOSURE LOW WOOD FRAMED WALL, 36" HIGH WITH MARBLE OR GRANITE CAP, FINISHED TO 7'6"AFF WITH SHOWER GLASS PANEL, PLOT PLAN CONSTRUCT BY 2"X 4"WOOD STUDS 16" O.C.WITH (1) ONE LAYER OF 1/2" COOLING WIND VELOICTY HEATING WIND COINCIDENT DAILY RANGE WINTER SUMMER N CONCRETE BACKER BOARD EACH SIDE. TEMPERATURE VELOCITY WET BUBLB HUMIDITY HUMIDITY FILING SHEATHING SCALE: 1"=20'-0" DIFFERENCE COOLING GYPSUM WALLBOARD 5D COOLERS 5D COOLERS "EDGE/ 10" FIELD SYMBOLS ND ELECTRICAL LEGEND 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @ 50%RH SEE PARTITION LEGEND PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: OR SHEAR WALLS BUILDING SECTION SCALICE LAND SURVEYING SYM. DESCRIPTION 1 SOUTH BAYAVENUE SECTION NUMBER 1 1 CLIMATE ZONE 4A ISLIP, NY 11751 SHEET NUMBER A-7 A-7 0ACQUATINTA SUSPENSION LAMP INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCYSHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 ALL SHEATHING DEGREES FAHRENHEIT AT A POINT 3 FEETABOVE THE FLOOR ON THE DESIGN HEATING DAY(2020 MCNYS 309.1)SYSTEM DESIGN CAD File Name: VEGLIANTE REVISION 4.1ayout WOOD STRUCTURAL PANELS BDCOMIMON 10D SEE PARTITION LEGEND 631-957-2400 SHALL BE BASED ON MAXIMUM 72 DEGREES HEATING,MINIMUM 75 DEGREES COOLING DEGREE DAYS(NY LAGUARDIA)4811,WINTER OR SHEAR WALLS BUILDING DETAIL H BATH EXHAUST FAN DESIGN TEMP 15,DRY BULB 89,WET BULB 75(2020 PCNYS APPDX D) Architect's Seal GYPSUM WALLBOARD 5D COOLERS 5D COOLERS "EDGE/ 10" FIELD DETAIL NUMBER 1 SHEET NUMBER BARE BULB MINIMUM UNIFORMLY DISTRIBUTED LOADS A-7 PLOT PLAN LINE TYPE LEGEND 0USE LIVE LOAD DESIGN DEAD 00 - TABLE R301.5 LOAD LOOR SHEATHING PLOT PLAN BUILDING FOOTPRINT DOOR NUMBER O 0OO BOWL CHANDELIER \�DD UNINHABITABLE ATTICS WITHOUT STORAGE(LESS THAN 42"CLEAR HT.) 10 PSF 10 PSF C� STRUCTURAL PANELS .. 1"OR LESS D OD 6"EDGE/12" FIELD M - - - - - PLOT PLAN TERRAIN NEIGHBORS O SD SMOKE DETECTOR UNINHABITABLE ATTICS WITH LIMITED STORAGE(MORE THAN 42"CLEAR HT.) 20 PSF 10 PSF !�� GREATER THAN 1" OD 6D "EDGE/ 12"FIELD WINDOW NUMBER 1 _ HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 PSF 10 PSF f 'PLOT PLAN TERRAIN PERIMETER CO CO DETECTOR BALCONIES(EXTERIOR AND DECKS40 PSF 10 PSFREVISION NUMBER AREA CALCULATIONS FIRE ESCAPES 40 PSF 10 PSF y� GUARDRAILS AND HANDRAILS PROPERTY AREA: 6175.00 SF DUPLEX 500 PSF 10 PSF GUARD IN-FILL COMPONENTSREVISION CLOUD 5o PSF 10 PSFPASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN GFI -COUNTER-44"AFF40 PSF 10 PSF ��J DEAN VEGLIANTE FLOOR AREA RATIO CALCULATIONS: CD �� ROOMS OTHER THAN SLEEPING ROOMS SLEEPING ROOMS � GZ / r $:; 5165 PECONIC BAY BLVD. EXISTING FIRST FLOOR 863.76 SF SINGLE POLE 30 PSF 10 PSF ' LAUREL, NY 11948 EXISTING SECOND FLOOR 488.41 SF VERTICAL ELEVATION ELEV. 0'-0.. STAIRS 40 PSF 10 PSF PROPOSED SECOND FLOOR ADDITION 204.20 SF ROOF LOADING(LIVE=GROUND SNOW LOAD ADJUSTMENTS AS PER TABLE RECESSED VAPOR LIGHT 20 PSF 12 PSF FOR SHED#1 54.60 SF '.'' R301.2(5)OF THE 2020 RCNYS ATTIC TOTAL AREA: 1610.97 SF 15 PSF FOR E DVI/A R D KO E N I G FLOOR AREA RATIO: 26.09% % KEYNOTE NUMBER 1 CATHEDRAL � BOWL SCONCE (TRIPLE) LaurelEye Imagary =J ARCHITECT LOT COVERAGE CALCULATIONS W/H ELECTRIC WATER HEATER DISCONNECT ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS r Y`' 1 TABLE R301.7 r+, t=_. EXISTING FIRST FLOOR 863.76 SF KEYNOTE NUMBER 1 A-6 SHED#1 54.60 SF WITH DETAIL CALLOUT A/C TOTAL AREA: 918.36 SF FUSED A/C DISCONNECT STRUCTURAL MEMBER ALLOWABLE DEFLECTION LOT COVERAGE RATIO: 14.87% % J,�.j RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH FINISHED CEILING NOTATTACHED TO RAFTERS U180 WALL I.D. NUMBER ` .FCI GFCI-CABINET INTERIOR WALLS AND PARTITIONS H/180 5 U360 c GLOBE LIGHT CEILING FAN FLOORS ' ZONING REVIEW CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER AND STUCCO) L/360 REQUIRED PROVIDED PASS SHEARWALL LINE NUMBER O MINIMUM BUILDING LOT 40000.00 6175.00 NO CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM BOARD) L/240 �.5 MINIMUM LOT WIDTH 150.00 65.00 NO ALL OTHER STRUCTURAL MEMBERS HALF DOME U240 �< MINIMUM LOT DEPTH 175.00 95.00 NO SIMPSON CONNECTOR EXTERIOR WALLS-WIND LOADS a.WITH PLASTER OR STUCCO FINISH H/360 FRONT SETBACK 50.00 34.70 NO CALLOUT ( K J' SIDE SETBACK ONE 15.00 19.70 YES ��c RECESSED HIGH HAT EXTERIOR WALLS-WIND LOADS a.WITH OTHER BRITTLE FINISHES H/240 SIDE SETBACK TWO 15.00 9.90 NO EXTERIOR WALLS-WINDOW LOADS a.WITH FLEXIBLE FINISHES WWW.E DWARD KO E N I G.CO M Fr, H/120 d. AGGREGATE SIDE SETBACK 35.00 29.60 NO LINTELS SUPPORTING MASONRY VENEER WALLS e. L/600 REAR SETBACK 50.00 35.90 NO Architecture Firm: LOCATION MAP HEIGHT IN STORIES 2-1/2 19.0 YES NOTE:L=SPAN LENGTH H=SPAN HEIGHT FDWARD KOENIG - ARCHITECT HEIGHT IN FEET 35.00 19.00 YES MAXIMUM FLOOR AREA RATIO NA NA NA THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENTAND CLADDING(ASD)LOADS OBTAINED 0 o PROPOSED FROM TABLE R301.2(2)OF 2020 RCNYS. MAXIMUM LOT COVERAGE 20.00% 14.87/o YES PO BOX 1051 MAXIMUM IMPERVIOUS COVERAGE NA NA NA SECOND FLOOR 150 VETERANS MEMORIAL HWY. 204.2 SO FT FOR CANTILEVER MEMBERS,L SHALL BE TAKEN ASTWICE THE LENGTH OF THE CANTILEVER. SEE CODE FOR LIMITATIONS CONCERNING ALUMINUM PANELS. COMMACK, NY 11725 25 V� tens Beach 631-948-7030 (cell &text) EXISTING DEFLECTION FOREXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION Website: www.EDWARDKOENIG.com �'> SECOND FLOOR OF H/180. � E 488.41 SO FT AN VEGLIANTE REFER TO SECTION R703.8.2 OF 2020 RCNYS. Email- F:nKQFNIG49(@.qmaiI am 5 5 PECONIC BAY BLVD. I Project Title: Ev&Em Viney/afds LAL)REL, NY 11948 Location COMPONENT WIND LOADS VEGLIANTE SECOND STORY ADDIRM comma _SECOND FLOOR SQUARE FOOT ANALYSIS 5125 Peconic Bay Blvd,Laurel,New York, s m DEAN VEGLIANTE /Laurel' a¢ il 5165 PECONIC BAY BLVD. 21 ft with respect to North American �r. - e i6 LAUREL NY 11948 Elevation 1.0 y ONE MILE l a sr s '.�� Vertical Datum of 1988(NAVD 88) 917-686-3279 s; `_ deanvegliante@ r" Lat: 40 DISTRICT 1000 9 SECTION 128 - BLOCK 1 - LOT 13 .965467 � s ' EXISTING Long: -72.544861 Corner Zone Width 1 a= 3fi,01" 1 m FIRST FLOOR Wind Pressures r= Sheet Title o . 863.76 SO FT Standard: ASCE/SE17-16 y.c Qa 34. _8 .3 TITLE SHEET Risk 11 2e 34.88 _ -86.3 25 \ / Category: 2n 34.8 -126 \ // FIRST FLOOR SQUARE FOOT ANALYSIS Soil Class: D-Default(see Section 11.4.3) 2r 34A -126 3e 34.8 -126 N `�00� 3r 34.8 -150 `�c Wind a 4G.7 -50.7 Overlay Drawing No. SQUARE FOOTAGE ANALYSIS 5 46.7 -626 LOCATION MAP SCALE: 1"=20'-0" 128 Vmph (`,'-'ff 1[_' PROTECTION REQUIRED IMPACT GLASS OR S OF 11 SHEETS GENERAL SPECIFICATIONS 6.THE HEIGHTAND EXPOSURE ADJUSTMENT COEFFICIENT IS 1.55FOR TERRAIN EXPOSURE D FOR A MEAN ROOF HEIGHT OF 20 AS PER 18.AIR HANDLER LEAKAGE DESIGNATED BY MANUFACTURER AT<=2%OF DESIGN AIR FLOW AS PER SECTION R403.3.2.1 OF 2020 16.VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE"WARM IN WINTER"SIDE OF ALL NON TABLE R301.2(3)OF 2020 RCNYS. ECCCNYS. VENTED FRAMED CEILINGS,WALLS,AND FLOORS.WHERE FOIL FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS Copyright of Architectural Drawings-These plans are protected by 1.ALL CONSTRUCTION COMPLY FULLY WITH THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE,2020 ENERGY CONSERVATION SHALL BE SEALED AND TAPED. federal law and are subject to copyright p CONSTRUCTION CODE OF NEW YORK STATE,2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM),NFPA 70 STANDARD"THE NATIONAL 7•WINDOWS AND DOORS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION GUIDELINES AND IN COMPLIANCE 19.DUCTS ARE PRESSURE TESTED TO DETERMINE AIR LEAKAGE WITH EITHER:ROUGH-IN TEST:TOTAL LEAKAGE MEASURED WITH A j py fight protection ig an ELECTRICAL CODE",AND THE APPLICABLE PROVISIONS OF O.S.H.A..ALL CONSTRUCTION AND CONSTRUCTION METHODS MUST WITH SECTIONS R308,R312,AND R609 OF 2020 RCNYS. PRESSURE DIFFERENTIAL OF 0.1 INCH W.G.ACROSS THE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF 17.WATER HEATERS WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLETAND OUTLET OF THE WATER HEATER UNLESS THE °architectural work"under section 102 of the copyright act, 17 COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES,AND REGULATIONS.ALL REQUIREMENTS IN THE CODE INSTALLED AT TIME OF TEST.POST CONSTRUCTION TEST.TOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART OF A CIRCULATING SYSTEM.TYPICAL METHODS USED FOR CREATING HEAT U.S.A. as amended December 1990 and known as Architectural SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN ON THE DRAWINGS. 8.ALL HAZARDOUS GLASS,WHERE REQUIRED TO BE SHATTER PROOF SAFETY OR TEMPERED GLASS,SHALL SHALL BE PERMANENTLY W.G.ACROSS THE ENTIRE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE AS PER SECTION R403.3.3 OF 2020 TRAPS ARE"U"OR"RAMS HORN"BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PIPE NIPPLES WITH Works Copyright Protection Act of 1990.These drawings are AND LEGIBLY MARKED AS PER SECTION R308.1 OF 2020 RCNYS. ECCCNYS. INTEGRAL TRAPS. provided as an instrument for construction for the construction 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB BEFORE START OF CONSTRUCTION.ARCHITECT'S OFFICE 9.ALL GLAZING IN HAZARDOUS LOCATIONS DESCRIBED BELOW SHALL COMPLY WITH THIS SECTION AND SHALL UTILIZE SHATTER project y the address shown on the title block that drawings and IS TO BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS.WRITTEN DIMENSIONS 20.DUCT TIGHTNESS TEST RESULT OF<=4 CFM/100 FT2 ACROSS THE SYSTEM OR<=3 CFM/100 FT2 WITHOUT AIR HANDLER @ 25 PA. 18.AUTOMATIC OR GRAVITY DAMPERS ARE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS AS PER SECTION R403.6 OF 2020 the may not be used for an project other PROOF SAFETY OR TEMPERED GLASS AS PER SECTION R308.4 OF 2020 RCNYS. Y Y y p o e than that listed at the SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.LARGER SCALE DETAILS AND PLANS SHALL HAVE PRECEDENCE OVER FOR ROUGH-IN TESTS,VERIFICATION MAY NEED TO OCCUR DURING FRAMING INSPECTION AS PER SECTION R403.3.4 OF 2020 ECCCNYS. address shown on the title block without the written consent and SMALLER SCALED PLANS.CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN ECCCNYS. ALL DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL WORK.REPORT TO THE OWNER AND 10.GLAZING IN FIXED OR OPERABLE PANELS OF SWINGING,SLIDING,AND BIFOLD DOORS SHALL BE CONSIDERED HAZARDOUS GLASS 19.FURNISH AND INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.R-VALUES ON INSULATION SHALL compensation of the architect.This protection includes but is not EDWARD KOENIG ARCHITECTANYAND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE LOCATIONS AS PER SECTION R308.4.1 OF 2020 RCNYS. 21.BUILDING CAVITIES ARE NOT USED AS DUCTS OR PLENUMS AS PER SECTION R403.3.5 OF 2020 ECCCNYS. COMPLY WITH STATE AND LOCAL ENERGY CODES.FLOOR,WALL,AND CEILING INSULATION SHALL BE INSTALLED ACCORDING TO limited to the overall form as well as the arrangement and PROPER EXECUTION AND COMPLETION OF THE NEW WORK.NOTIFY OWNERAND EDWARD KOENIG ARCHITECT OF ALL CHANGES. MANUFACTURER'S INSTRUCTIONS.R-VALUES SHALL BE CLEARLY LABELED AND VISIBLE FOR INSPECTION.BLOWN INSULATION composition of spaces and elements of the designs. Under such 11.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANELADJACENT TO A DOOR SHALL BE CONSIDERED A HAZARDOUS GLASS 22.CIRCULATING SERVICE HOT WATER SYSTEMS ARE TO BE INSULATED TO R-2 IN COMPLIANCE WITH SECTION 403.4 OF 2020 ECCCNYS. SHALL BE MARKED EVERY 300 SF. protection, unauthorized use of these plans,work or home 3.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING HIS WORK DURING DEMOLITION AND LOCATION WHEN THE BOTTOM EXPOSED EDGE IS LESS THAN 60"AFF AND WHEN IT EITHER THE GLAZING IS WITHIN 24"OF THE CLOSED DOOR,OR WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND " , represented, can legally result in the cessation of construction or CONSTRUCTION AGAINST DAMAGE,BREAKAGE,AND COLLAPSE,ACCORDING TO APPLICABLE CODES,STANDARDS,AND METHODS OF 23.HVAC PIPING CONVEYING FLUIDS ABOVE 105 F OR CHILLED FLUIDS BELOW 55 FARE INSULATED TO 2R-3 AS PER SECTION R403.4 20.FLOOR INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND IN SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF THE buildings being seized and/or monetary compensation to Edward WITHIN 24"OF THE HINGE SIDE OF AN IN-SWINGING DOOR AS PER SECTION R308.4.2 OF 2020 RCNYS. g rY P GOOD PRACTICE. OF 2020 ECCCNYS. SUBFLOOR,OR FLOOR FRAMING CAVITY INSULATION IS IN CONTACT WITH THE TOP OF SHEATHING,OR CONTINUOUS INSULATION IS Koenig. 12.HAZARDOUS GLASS LOCATIONS:WINDOW GLAZING WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET SHALL BE DEEM TO BE A INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR 4.ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION OR OBSERVATION.THESE PLANS ARE INSTRUMENTS OF 24.ALL INSULATION OVER HVAC EQUIPMENT SHALL BE PROTECTED AS PER SECTION 403.4.1 OF 2020 ECCCNYS. FRAMING MEMBERS AS PER SECTION R303.2 AND R402.2.7 OF 2020 ECCCNYS. SERVICE AND REMAIN THE PROPERTY OF THE CONSULTING ARCHITECT.THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHANGE HAZARDOUS GLASS LOCATION:AN INDIVIDUAL PANE IS LARGER THAN 9 SF,THE BOTTOM EDGE IS LESS THAN 18"AFF,THE TOP OF OF,AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCE,AND PROCEDURES OR FOR THE GLAZING IS MORE THAN 36"AFF,A WALKING SURFACE IS WITHIN 36"OF THE WINDOW AS PER SECTION R308.4.3 OF 2020 RCNYS. 25.CIRCULATING SERVICE HOT WATER SYSTEMS HAVE AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS AS PER SECTION R403.5.1 OF 21.WALL INSULATION R-VALUE.IF THIS IS A MASS WALL WITH AT LEAST 1/2 OF THE WALL INSULATION ON THE WALL EXTERIOR,THE SHEET INDEX THE SAFETY PROGRAMS IN CONNECTION WITH THE PROJECT. 13.GLAZING IN GUARDS,RAILINGS,AND BALUSTERS SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.4 2020 ECCCNYS. EXTERIOR INSULATION REQUIREMENT APPLIES(FR10)AS PER SECTIONS R402.1.1,R402.2.5,AND R402.2.6 OF 2020 ECCCNYS. NO. TITLE LEAD BASED PAINT SPECIFICATIONS OF 2020 RCNYS. 26.FURNACE,WATER HEATER,AND FIREPLACE FLUES SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING. 22.PROVIDE FOAM BAFFLES AT EAVE VENTS BETWEEN RAFTERS. A-1 TITLE SHEET A-2 SPECIFICATIONS 14.GLAZING IN WALLS,ENCLOSURES,OR FENCES CONTAINING OR FACING HOT TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM ROOMS, 23.INSTALL POLYISOCYANURATE LOW VOLUME SELF EXPANDING FOAM TYPE INSULATION ATALL FLOOR AND PLATE LINES OPENINGS A-3 DEMOLITION PLANS 1.THE CONTRACTOR SHALL COMPLY WITH ALL CODE REQUIREMENTS OF THE FEDERAL ENVIRONMENTAL PROTECTION AGENCY'S 40 CFR 27.ANY GENERATING A GLOW,SPARK,OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED 18" PART 745,"LEAD BASED PAINT POISONING PREVENTION IN CERTAIN RESIDENTIAL STRUCTURES"REGULATION. BATHTUBS,SHOWERS,AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR. IN PLATES,CORNER STUD CAVITIES,AND AROUND DOOR AND WINDOW OPENING CAVITIES. A-4 RESCHECK ENERGY CALCULATIONS ABOVE ANY STANDING/WALKING SURFACE SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS,EXCEPT GLASS THAT US MORE A-5 RESCHECK AND THERMAL BARRIER PLANS THAN 60"ABOVE THE WATERS EDGE OF A BATHTUB,HOT TUB,SPA,WHIRLPOOL,OR SWIMMING POOL,OR FROM THE EDGE OF A 24.FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN.2"X 36"PERIMETER RIGID FOAM INSULATION A-6 HE 2.NO CONTRACTOR SHALL PERFORM RENOVATION OR DEMOLITION WORK IN ANY STRUCTURE DEEMED TO BE"TARGET HOUSING", 28.HEATED WATER CIRCULATION SYSTEMS SHALL HAVE A CIRCULATION PUMP.THE SYSTEM RETURN PIPE IS A DEDICATED RETURN S ARWALL CALCULATIONS SHOWER,SAUNA,OR STEAM ROOM AS PER SECTION R308.4.5 OF 2020 RCNYS. BOARD"FOAMULAR 150"AS MFG'D.BY OWENS CORNING.ALL EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF LESS MEANING ANY STRUCTURE BUILT PRIOR TO 1978 WHICH IS LIKELY TO CONTAIN LEAD BASED PAINT,OR CHILD OCCUPIED HOUSING, PIPE OR A COLD WATER SUPPLY PIPE.GRAVITY AND THERMOS-SYPHON CIRCULATION SYSTEMS ARE NOT PRESENT.CONTROLS FOR A-7 FOUNDATION & ROOF PLANS WITHOUT PRIOR LEAD ABATEMENT CERTIFICATION. 15.GLAZING IN A STAIRWELL INCLUDING INTERMEDIARY LANDINGS WHERE THE WINDOW SILL IS LESS THAN 36"ABOVE THE STAIR CIRCULATING HOT WATER SYSTEM PUMPS START THE PUMP WITH SIGNAL FOR HOT WATER DEMAND WITHIN THE OCCUPANCY. THAN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. A-8 CONSTRUCTION PLANS CONTROLS AUTOMATICALLY TURN OFF THE PUMP WHEN WATER IS IN CIRCULATION LOOP IS AT SET-POINT TEMPERATURE AND NO 3.THE OWNER IS NOT REQUIRED TO TEST FOR LEAD BASED PAINT,NOR IS THE PROPERTY OWNER REQUIRED TO RE-MEDIATE LEAD NOSING SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.6 OF 2020 RCNYS. DEMAND FOR HOT WATER EXISTS AS PER SECTION R403.5.1.1 OF 2020 ECCCNYS. 25.ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH 15#ASPHALTIC BUILDERS FELT IN ACCORDANCE WITH SECTION R703.2 p`-g ELECTRICAL PLANS & PLUMBING RISERS BASED PAINT IF NO CONSTRUCTION OR DEMOLITION IS TAKING PLACE.IF LEAD BASED PAINT IS FOUND BY THE CONTRACTOR,THEY " " OF 2020 RCNYS. A-10 ELEVATIONS &SECTION 16.GLAZING WITHIN 60 OF THE BOTTOM LANDING OF STAIRS WHERE THE WINDOWSILL IS LESS THAN 36AFF,SHALL BE CONSIDERED MUST SUBMIT PROOF OF SAID DISCOVERY TO THE OWNER IN WRITING.THE PROPERTY OWNER THEN HAS THE OPTION OF PAYING THE 29.WATER DISTRIBUTION SYSTEMS THAT HAVE RECIRCULATION PUMPS THAT PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK A-11 DETAILS CONTRACTOR,CERTIFIED IN LEAD ABATEMENT,TO REMOVE THE LEAD BASED PAINT,OR TO WITHDRAW FROM THE CONSTRUCTION HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.7 OF 2020 RCNYS. TO THE HEATED WATER SOURCE THROUGH A COLD WATER SUPPLY PIPE HAVE A DEMAND RECIRCULATION WATER SYSTEM.PUMPS 26.PLASTIC WRAP"TYVEK"MAY BE SUBSTITUTED FOR FELT WHEN HORIZONTAL VINYL SIDING IS INSTALLED AS PER SECTION R703.2 OF PROJECT CONTRACT AND CANCEL THE PROJECT.ALL IN COMPLIANCE WITH SECTION 745.61(C)OF NEPA 40 CFR PART 745. HAVE CONTROLS THAT MANAGE OPERATION OF THE PUMP AND LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD THE 2020 RCNYS. 17.EGRESS WINDOWS OPENINGS TO COMPLY WITH SECTION R310 OF 2020 RCNYS. WATER PIPING TO 1040FAS PER SECTION R403.5.2 OF 2020 ECCCNYS. SITE WORK SPECIFICATIONS 27.PACK ALL DOOR AND WINDOW SPACES WITH INSULATION OR LOW VOLUME EXPANSION SPRAY IN INSULATION FOAM. FINISHES SPECIFICATIONS 30.DRAIN WATER HEAT RECOVERY UNITS TESTED IN ACCORDANCE WITH CSA B55.1.POTABLE WATER-SIDE PRESSURE LOSS OF DRAIN 1.PRESUMPTIVE LOAD BEARING CAPACITY OF SOIL ON PROJECT SITE IS SAND AND SANDY GRAVEL AT 3'-O"BELOW GRADE FOUNDATION WATER HEAT RECOVERY UNITS<3 PSI FOR INDIVIDUAL UNITS CONNECTED TO ONE OR TWO SHOWERS.POTABLE WATER-SIDE 28.ROOFING SHINGLES: FURNISH ASPHALT SHINGLES IN COMPLIANCE WITH SECTION R905.2.4 OF THE 2020 RCNYS WITH SELF SEALING BEARING LEVEL.LOAD BEARING CAPACITY IS 2,000 POUNDS PER SQUARE FOOT AS PER TABLE R401.4.1 OF THE 2020 RCNYS. 1.ALL INTERIOR FINISHES SHALL BE FIRE RATED IN COMPLIANCE WITH SECTION R302.9 OF 2020 RCNYS. PRESSURE LOSS OF DRAIN WATER HEAT RECOVERY UNITS<2 PSI FOR INDIVIDUAL UNITS CONNECTED TO THREE OR MORE STRIPS OR INTERLOCKING.ALL ROOF SHINGLES TO COMPLY WITH ASTM D 225 OR D 3462.SHINGLES TO BE SELECTED BY OWNER SHOWERS AS PER SECTION R403.5.4 OF 2020 ECCCNYS. AND INSTALL STRICTLY IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS.SELF SEALING ASPHALT ROOF CONCRETE SPECIFICATIONS 2.ALL INTERIOR WALLAND CEILING FINISHES SHALL BE IN COMPLIANCE WITH SECTIONS R702 AND R805 OF 2020 RCNYS. SHINGLES SHALL BE INSTALLED WITH A MINIMUM OF SIX FASTENERS PER STRIP SHINGLE OR AS PER THE MANUFACTURERS 31.ALL MECHANICAL VENTILATON SYSTEM FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT MEET EFFICACYAND AIR FLOW REQUIREMENTS,WHICHEVER IS GREATER. 1.CONCRETE WORK:ALL CONCRETE USED IN THE CONSTRUCTION FOR FOUNDATIONS,FLOORS,WALLS,TERRACES,OR DRIVES SHALL 3.GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R702.3.5 OF 2020 RCNYS. LIMITS AS PER SECTION R403.6.1 OF 2020 ECCCNYS. BE THAT DEFINED AS MINIMUM 3500 PSI AIR-ENTRAINED CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE 29.ROOFING FASTENERS:FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM,OR STRENGTH AT 28 DAYS.SLAB ON GRADE SHALL BE STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 4.DRY BATHROOM WALLS SHALL RECEIVE 1/2'WATER RESISTANT GREEN BOARD AS PER SECTION R702.3.7 OF 2020 RCNYS. 32.ALL CLOTHES DRYERS ARE TO BE EXHAUSTED IN COMPLIANCE WITH THESE SECTIONS.CLOTHES DRYER,KITCHEN AND BATHROOM COPPER ROOFING NAILS,MINIMUM 12 GAUGE SHANK WITH A MINIMUM 3/8"DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO DAYS AND REINFORCED WITH W.W.F.#6 10 X 10 UNLESS OTHERWISE NOTED ON PLANS.CEMENT SHALL BE FIRST CLASS APPROVED VENTING SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER.AUTOMATIC OR PENETRATE THROUGH THE ROOFING MATERIALS ANDA MINIMUM OF 3/4"INTO THE ROOF SHEATHING.WHERE THE ROOF BRAND PORTLAND CEMENT.FINE AGGREGATE SHALL BE CLEAN,SHARP SAND.COARSE AGGREGATE SHALL BE HARD,CLEAN,WASHED 5.BATHROOM SURFACES EXPOSED TO DIRECT WATER EXPOSURE AND HIGH HUMIDITY SHALL RECEIVE 1/2"CONCRETE BACKER BOARD GRAVITY DAMPERS ARE REQUIRED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS IN COMPLIANCE WITH 2O20 ECCCNYS,2020 SHEATHING IS LESS THAN 3/4"THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY HEAVY MEDIA GRAVEL OR CRUSHED STONE.MIXING SHALL BE DONE IN A BATCH-MACHINE MIXER OR MOBILE TRUCK MIXER UNTIL THE AS PER SECTION R702.3.7.1 OF 2020 RCNYS. RCNYS,AND 2020 MCNYS.ALL BATHROOMS ARE TO BE VENTED AS PER 2020 ECCCNYS,AND SECTION G2439.7 OF 2020 RCNYS AND WITH ASTM F 1667. CEMENT IS THOROUGHLY DISTRIBUTED AND THE MASS UNIFORM IN COLOR WITH MAXIMUM 4 INCH SLUMP.PROVIDE EXPANSION PLUMBING SPECIFICATIONS 2020 MCNYS. STRIPS WHERE NECESSARY.ALL CONCRETE FORMS TO BE SPRAYED WITH WATER BASED OIL MIXTURE RELEASE AGENT.OIL CONTENT 30.SELF ADHESIVE ICE BARRIER OF POLYMER MODIFIED BITUMEN SHEET TO BE INSTALLED IN LIEU OF NORMAL UNDERLAYMENT ON OF RELEASE AGENT MIXTURE NOT TO BE DAMAGING TO CONCRETE MIX. 33.EXISTING MASONRY CHIMNEY IS TO BE INSPECTED AND CLEANED. PLYWOOD ROOFING FROM FASCIA BOARD TO A POINTAT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING TO PREVENT 1.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, LEAKAGE FROM ICE DAMS.ROOF SLOPES OF 8:12 OR GREATER SHALL BE PROVIDED WITH ICE BARRIER NOT LESS THAN 36" NO. DESCRIPTION DATE 2.CONCRETE STRENGTHS:ALL CONCRETE STRENGTH FOR CONCRETE SPECIFIED BELOW SHALL CONFORM WITH TABLE R402.2 OF THE AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO ELECTRICAL SPECIFICATIONS MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING.ALL IN COMPLIANCE WITH SECTION R905.1.2 OF 2020 2020 RCNYS. CODES EXISTS,THE WORK SHALL CONFORM TO THE REGULATIONS OF THE 2020 BCNYS,2020 RCNYS,AND 2020 PCNYS AND ALL RCNYS. 1 ISSUED FOR DESIGN REVIEW. 1-27-25 APPLICABLE SUPPLEMENTS AND CODE REFERENCES. 1.GENERAL:THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WORK TO COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL 3.CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL BUILDING CODES INCLUDING THIS CHAPTER AS PER INSTALLATIONS IN EFFECT IN THE LOCAL COMMUNITY.THE WORK SHALL CONFORM WITH THE REGULATIONS OF THE LATEST 31.SHALLOW ROOF UNDERLAYMENT:240#ROLLED ASPHALT ROOFING OVER DOUBLE FULL COVERAGE WINTERGUARD 2 ISSUED FOR DESIGN REVIEW. 1-30-25 2.ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH CHAPTER 25,26,27,28,AND 29 OF THE 2020 RCNYS. WATERPROOFING SHINGLE UNDERLAYMENTAS MFG'D BY CERTAINTEED AS PER THESE SECTIONS. CHAPTER 4 OF THE 2020 RCNYS. EDITION OF THE NATIONAL ELECTRICAL CODE AND THE ELECTRICAL UTILITY COMPANY SERVICING THE AREA.ALL MATERIALS SHALL (UNDERLAYMENT SHALL BE TWO BE NEW AND OF A GRADE TO CONFORM TO THE STANDARDS OF THE UNDERWRITERS LABORATORIES,INC.,AND AT THE LAYERS APPLIED IN THE FOLLOWING MANNER.APPLYA 19-INCH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE 3 ISSUED FOR DESIGN REVIEW. 1-30-25 3.PLUMBING INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICALAND WATER HANDLING EQUIPMENT IN EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE.STARTING AT THE EAVE,APPLY 36-INCH-WIDE SHEETS OF UNDERLAYMENT, 4.FOOTINGS AND PADS:FOOTING WIDTHS SHALL COMPLY WITH THESE TABLES.FOOTINGS SHALL BE PLACED ATA DEPTH TO CONFORM COMPLETION OF THE WORK,EVIDENCE SHALL BE FURNISHED SHOWING COMPLIANCE WITH LAWS AND REGULATIONS IN EFFECT. TO ALL FEDERAL,STATE,AND LOCAL BUILDING CODES.FOOTINGS AND PADS SHALL BE FOUNDED ON FIRM,UNDISTURBED,NATIVE, COMPLIANCE WITH 2O20 RCNYS,2020 PCNYS,2020 ECCNYS,2020 MCNYS,AND 2020 FGCNYS. OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM),AND FASTENED SUFFICIENTLY TO HOLD IN PLACE.DISTORTIONS IN THE 4 ISSUED FOR PERMIT. 4-9-25 FREE DRAINING SOIL.CONDITIONS FOUND TO BE OTHERWISE SHALL BE REPORTED TO OWNER.SIZES OF FOOTINGS AND PADS ARE 2.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL)OVER% 'CDX'PLYWOOD ROOF SHEATHING TO BE AS SHOWN IN THE WORKING DRAWINGS.REINFORCEMENT BARS,IF SHOWN IN THE CONSTRUCTION DRAWINGS,SHALL BE RUST 4.SEWER AND WASTE PIPING:DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE.EXTERIOR SANITARYAND AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE.WHERE AS PER SECTION R905.1.1 AND R905.2.7 OF THE 2020 RCNYS. - FREE AND PLACED NO CLOSER THAN 1-1/2 INCHES FOR#5 BARS AND SMALLER AND 2"FOR#6 BARS AND LARGER TO SURFACE OF STORM SEWERS SHALL BE VITRIFIED SELLAND SPIGOT CROCK WITH ALL JOINTS WELL CAULKED AND CEMENTED. NO CODES EXISTS,THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW YORK STATE,RESIDENTIAL CONCRETE IN CONTACT WITH EARTH WHEN CONCRETE IS CAST IN FORMS.CONCRETE CASTAGAINSTAND PERMANENTLY IN CONTACT CODE OF NEW YORK STATE,AND ALLAPPLICABLE SUPPLEMENTS INCLUDING SOUTHERN BUILDING CODE CONGRESS. 32.BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF,CHIMNEYS,WINDOWS,DOORS,ETC.). WITH THE EARTH SHALL MAINTAIN 3"COVERAGE.ALL IN COMPLIANCE WITH TABLES R403.1(1),R403.1(2),AND R403.1(3)OF THE 2020 5.WASTE DRAINAGE SYSTEM:CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE RUN,AT EACH RCNYS. BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF ALL VERTICAL STACKS.VENTS SHALL BE INSTALLED 3.ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH NEW YORK STATE RESIDENTIAL CODE PART VIII, THROUGHOUT AND CONNECT TO THE VERTICAL STACK(S)WHICH SHALL IN TURN BE EXTENDED THROUGH THE ROOF AND PROPERLY CHAPTERS 3342. 5.FOOTING BEARING:ALL FOOTINGS ARE TO BE ON VIRGIN SOILAND ARE TO BE KEPTA MINIMUM OF 2'-O"ABOVE WATER TABLE. FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE FOUNDATION FOOTING TO BEAR ON VIRGIN UNDISTURBED SOIL WITH MINIMUM ONE TON(2000 POUNDS)PER SQUARE FOOT BEARING PUBLIC SEWER IS HIGHER THAN THE MAIN HOUSE DRAIN,A SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR DRAINS WITH TRAPS 4.IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE LESS THAN OR EQUAL CAPACITY AS PER TABLE R401.4.1 OF THE 2020 RCNYS. AS SHOWN IN THE WORKING DRAWINGS. TO 2.0 CFM LEAKAGE AT 75 Pa IN COMPLIANCE WITH 2O20 RCNYS AND 2020 ECCCNYS. WATER SUPPLY SYSTEM:FROM METER,CARRY 3/4"MAIN TO KITCHEN,LAUNDRY, BATH,AND WASHROOM FIXTURES WITH 1/2" 6.ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1.1(1),R404.1.1(2),R404.1.1(3),R404.1.1(4)FOR MASONRY WALLS 6.BRANCHES TO FIXTURES AS REQUIRED.CARRY 3/4"BRANCH TOP WATER HEATER AND 3/4"LINES TO HOSE BIBBS.FROM WATER 5.ALL FIXTURES,SWITCH TYPE(DECORATOR OR STANDARD),AND OUTLET TYPE(DECORATOR OR STANDARD)SHALL BE SELECTED BY AND TABLES R404.1.2(1),R404.1.2(2),R404.1.2(3),R404.1.2(4),R404.1.2(8),AND R404.1.2(9)FOR CONCRETE WALLS,OF THE 2020 RCNYS. OWNER. HEATER,CARRY 3/4"SUPPLY TO ALLABOVE ROOMS WITH BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHALL 7.ROD REINFORCEMENT SHALL BE MINIMUM GRADE 40 INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM A615,A616, BE"L"COPPER.PROVIDE HOSE BIBBS AS SPECIFIED IN THE WORKING DRAWINGS.PROVIDE SHUT OFF VALVES AT ENTRANCE OF 6.SERVICE:VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING SYSTEM AND ADVISE CLIENT OF CONDITION AND UPGRADEL - A617,OR A706 AND ASTM A185 AND A82. SYSTEM,AT FIXTURES,AND AT HOSE BIBB BRANCHES. OPTIONS.GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE CONNECTED, IN ACCORDANCE WITH CAD File Name: VEGLIANTE REVISION 4.layout WATER HEATER-VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING SYSTEM AND ADVISE CLIENT OF CONDITION AND SECTION E3507 AND SIZED IN ACCORDANCE WITH E3503.1 AND TABLE E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED 7. B.GALVANIZED METAL ACCESSORIES: METAL STRAPPING FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO WEATHER IRON OR STEEL,SHALL BE 5/8"MINIMUM DIAMETER,AND SHALL BE 8'-O"LONG.NON-FERROUS ROD IS TO BE 1/2"MINIMUM Architect's Seal UPGRADE OPTIONS.WATER HEATER TO COMPLY WITH 2O20 RCNYS, F SHALL CONFORM TO ASTM A 153,CLASS B-2.METAL STRAPPING FOR USE IN INTERIOR WALLS SHALL BE MILL GALVANIZED AND PCNYS,2020 FGCNYS,AND 2020 MCNYS. DIAMETER,IN ACCORDANCE WITH 2O20 RCNYS AND 2020 ECCCNYS. CONFORM WITH ASTM A 641,CLASS 1.METAL PLATES,CONNECTORS,SCREWS,BOLTS,AND NAILS EXPOSED DIRECTLY TO THE LATI g,FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC BLOWOFFS REQUIRED BY LOCAL REGULATIONS EXTERIOR WEATHER ARE TO STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO GOVERNING WATER HEATERS.GAS AND OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE LATI N 7•ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND SHALL BE U.L.APPROVED.ALL FORM A ZINC COATING NOT LESS THAN 1 OZ PER SQ.FT.OR HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF 1.8 OZ PER SQ.FT. EQUIPMENT SHALL COMPLY WITH N.E.C.110.3.. OF STEEL CONFORMING TO ASTM 90. TILE FLUE IN MASONRY CHIMNEY. 9. PIPING:ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.NO CAST IRON TO BE USED."GREEN"PIPE WHERE ��F,EP p ,GAS 8.PROVIDE SMOKE DETECTORS,HARD WIRED WITH BATTERY BACK UP, IN EACH BEDROOM,AND IN EACH COMMON HALLWAY ON EACH 9.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF THE LATESTACI FLOOR OF HOUSE.INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION R314, C? -O E R/[~ �- \ BUILDING CODE,ACI 318 AND MANUAL ACI 315. UNDERGROUND OR EXPOSED TO WEATHER.ALL JOINTS SHALL BE TAPED WHERE BURIED OR EXPOSED TO WEATHER.CONNECT TO SECTION R314.2.2 AND APPENDIX J OF 2020 RCNYS. �/i LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES.ALL GAS LINES SHALL BE SIZED FORAPPLIANCE LOAD.ALL TO BE IN �^ � h k f MASONRY SPECIFICATIONS COMPLIANCE WITH 2O20 RCNYS,2020,2020 FGCNYS,AND 2020 PCNYS. o o 5,,, _,; 9.75/o OF LAMPS IN PERMANENT FIXTURES OR 75/o OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS.DOES NOTAPPLYTO C � ,,,r -* .em4 J,s;. Z LOW-VOLTAGE LIGHTING AS PER SECTION R404.1 OF 2020 ECCCNYS. f U 1�"F'^` c., - 1.MATERIALS:ALL CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C 90 AND HAVE A MINIMUM NET COMPRESSIVE 10.FIXTURES:FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE WORKING DRAWINGS AND REQUIRED BY U T q 0 ,,,}=,�' STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR OR A MINIMUM NET AREA COMPRESSIVE STRENGTH PF 2150 PSI WHEN INSTALLATION AND SELECTED BY OWNER.INCLUDE COMPLETE LIST IN THIS SPECIFICATION. �P _ ___.,,. 10.PROVIDE CARBON MONOXIDE DETECTOR,HARD WIRED WITH BATTERY BACK UP,IN EACH COMMON HALLWAY ON EACH FLOOR OF �a USING TYPE N MORTAR.ALL MORTAR TO BE TYPE M,S,OR N IN ACCORDANCE WITH ASTM C 270.ALL GROUT SHALL HAVE A MAXIMUM HOUSE.INTERCONNECTALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL, IN COMPLIANCE WITH SECTION 915 OF 2020 IFC. v -� COARSE AGGREGATE SIZE OF 3/8"PLACED AT AN 8"TO 11"SLUMP AND A HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 11.TESTS:BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 LES.PRESSURE. 2000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019,OR SHALL BE IN ACCORDANCE WITH ASTM C 476. 11.UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLYAND RENDER IT FREE FROM SHORTS,GROUNDS,OR IMPROPER 2/8 4�" �(0 i/ 12.CLEANING AND PROTECTION:ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED,AND ALL METAL CONNECTIONS. 2.ALL BRICK CHIMNEYS SHALL BE INSTALLED ACCORDING TO SECTION R1001 OF THE 2020 RCNYS AND NFPA 211-16. WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION DURING CONSTRUCTION. / ----- --, 13 TUBS/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC 12.OWNER/BUILDER SHALL DO A WALK THROUGH WITH ELECTRICAL,TELEPHONE,AA/,AND CABLE INSTALLERS TO VERIFY EXACT . METALS SPECIFICATIONS MIXING TYPE.THE WATER TEMPERATURE SHALL ID ATA MAXIMUM AL 120°F. LOCATIONS FOR INSTALLATION OF OUTLETS,LIGHTS,SWITCHES,CABLE,DATE,PHONE,AUDIO,AND VISUAL. 1.STRUCTURAL STEEL:ASTM-A36.SHOP FABRICATE ALL PIECES CALLED FOR AS WELDED.PRIOR TO PAINTING,HAND CLEAN THE STEEL 13.THE PRIMARY LIGHTING FOR BATHROOMS SHALL HAVE A MIN EFFICIENCY OF 40 LUMENS PER WATT. WITH A WIRE BRUSH.REMOVE ALL LOOSE RUST,LOOSE MILL SCALE,DIRT,AND OTHER FOREIGN MATTER.APPLY ONE SHOP COAT OF A 14.HOT WATER PIPING SHALL BE INSULATED TO EQUAL TO OR GREATER THAN R-3,BY THE PLUMBING CONTRACTOR IN ACCORDANCE RUST INHIBITING OIL TYPE RED METAL PRIMER.REPRIME ALL FIELD WELDS AND FIELD CUTS WITH A MINIMUM OF TWO COATS OF A WITH SECTIONS N1103.5.3 OF THE 2020 RCNYS AND SECTION 403.5.3 OF THE 2020 ECCCNYS. 14.LIGHTING WILL BE PROVIDED FOR MECHANICAL EQUIPMENT LOCATED IN AN ATTIC OR UNDER FLOOR SPACE.A LIGHT SWITCH SHALL RUST INHIBITING PRIMER.IN ADDITION TO THE SHOP COAT,(FIELD PAINT ALL STEEL AND IRONWORK WITH ONE COAT OF AN ALKYD TYPE BE PROVIDED AT THE ACCESS OPENING. EDWARD KOENIG ENAMEL BEFORE INSTALLATION. 15.ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION N1103.5 OF THE 2020 RCNYS. 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AISC 16.MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SYSTEMS SHALL BE PROVIDED ONSITE AS PER SECTION R303.3 15.EXTERIOR OUTLETS SHALL BE GFI WITH WATERPROOF COVERS. ARCHITECT SPECIFICATIONS. OF 2020 ECCCNYS. ENERGY CONSERV,CONST,CODE OF NYS 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES ELECTRODES AND A307 BOLTS WITH HVAC SPECIFICATIONS 1.I,EDWARD KOENIG,A LICENSED ARCHITECT IN NEW YORK STATE,FIRMLY ATTEST,WHEN MY OFFICIAL SEAL AND SIGNATURE ARE LOCK WASHERS,RESPECTIVELY. 1.GENERAL:THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CONFORMANCE WITH LOCAL CODES SHOWN ON THESE PLANS I AM AFFIRMING,TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT,THAT THESE AND ALL MATERIAL AND LABOR UNDER THE SCOPE OF THE CONTRACT.THE CONTRACTOR SHALL INSTALL A HEATING SYSTEM CONSTRUCTION DRAWINGS,SPECIFICATIONS,AND ATTACHED RESCHECK CALCULATIONS,ARE IN COMPLIANCE WITH THE 2020 DEMOLITION SPECIFICATIONS COMPATIBLE WITH THE EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITYAND DONE BY MECHANICS SKILLED RESIDENTIAL CODE OF NEW YORK STATE AND THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. /Nu, t� 1.CONTRACTOR SHALL VERIFY LOCATION OF ALL STRUCTURAL ELEMENTS PRIOR TO DEMOLITION AND NOTIFY THE HOME OWNER AND IN THE TRADE. 2.CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND MECHANICAL EDWARD KOENIG ARCHITECT OF ANY CONDITIONS INCONSISTENT WITH THESE PLANS. 2.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, SYSTEMS.SYSTEMS SERVING MULTIPLE DWELLING UNITS MUST DEMONSTRATE COMPLIANCE WITH THE ECCCNYS COMMERCIAL 2.PROCEED WITH DEMOLITION FROM TOP TO BOTTOM.REMOVE EXISTING ROOF AS REQUIRED FOR NEW ADDITION.DO NOT REMOVE AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. PROVISIONS AS PER SECTIONS R103.1,R103.2,AND R403.7 OF 2020 ECCCNYS. ITEMS SUPPORTING OTHER ITEMS WITHOUT PROVIDING TEMPORARY OR PERMANENT BRACING AS REQUIRED. 3.THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND 3.THERMAL ENVELOPE IS REPRESENTED ON CONSTRUCTION DOCUMENTS"THERMAL ENVELOPE PLANS AND SECTIONS"AS PER 3.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES INCLUDING NFPA 241 FOR ALL DEMOLITION WORK. MECHANICAL SYSTEMS IN COMPLIANCE WITH SECTIONS R103.2.2 OF 2020 ECCCNYS. SECTIONS R103.1 AND R103.2 OF 2020 ECCCNYS. 4.HEATING AND AIR-CONDITIONING SYSTEM:HEATING,VENTILATING,AND AIR-CONDITIONING SYSTEM SHALL BE DESIGNED FOR LOCAL 4.CLIMATE ZONE 4a-SUFFOLK COUNTY,5750 HEATING DEGREE DAYS CARPENTRY SPECIFICATIONS WEATHER CONDITIONS IN ACCORDANCE WITH THE DESIGN PRACTICE RECOMMENDED BY THE AMERICAN SOCIETY OF HEATING, REFRIGERATING,AND AIR-CONDITIONING ENGINEERS,AND SHALL CONFORM TO THE RULES AND REGULATIONS OF THE NATIONAL 5.PROJECT DESIGNED USING NEW YORK STATE APPROVED RES-CHECK, LATEST EDITION,PROVIDED BY THE UNITED STATES WWW.E DWARD KO E N I G.C O M 1.ALL FRAMING LUMBER SHALL BE:AS SPECIFIED IN THE WCOD FRAMING NOTES AND CONSTRUCTION NOTES OF THE CONSTRUCTION BOARD OF FIRE UNDERWRITERS AND ANY AND ALL GOVERNING LOCALAND STATE CODES.THE HEATING SYSTEM SHALL BE DEPARTMENT OF OF ENERGY AS ALLOWED BY ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE CHAPTER 1, . DRAWINGS.SPECIES TO BE DOUGLAS FIR LARCH#2 Fb=930 MINIMUM WITH ADJUSTMENT FACTORS AND E=1,600,000 MINIMUM.ALL PROVIDED CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70°F ATA POINT 3'-O"ABOVE THE FLOOR IN ALL HABITABLE ROOMS. SECTION 101.3.1. WOOD IN CONTACT WITH CONCRETE,MASONRY,OR SOILAND STRUCTURAL MEMBERS SUPPORTING PORCHES AND BALCONIES SHALL BE ACQ PRESSURE TREATED WOOD. 5.HEATING SYSTEM:THE HEATING CONTRACTOR IS TO VERIFY THE EXISTING FIELD CONDITIONS AND DESIGN THE HEATING UNIT 6.THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR THE BUILDING Architecture Firm: ACCORDING TO THE SPECIFICATIONS DESCRIBED BELOW.THE HVAC CONTRACTOR SHALL SIZE THE HEATING AND AIR ENVELOPE IN COMPLIANCE WITH 2O20 ECCCNYSC. 2.CUTTING OF JOISTS TO A DEPTH OF NO MORE THAN 10/6 OF THE JOIST DEPTH SHALL BE PERMITTED EXCEPT IN THE MIDDLE THIRD OF CONDITIONING EQUIPMENT IN CONFORMANCE WITH THE STANDARDS PUBLISHED BY MANUAL J.MANUAL S,AND MANUAL D, EDWARD KOENIG - ARCHITECT, THE SPAN.NO STUD SHALL BE CUT MORE THAN(A)25/o OF ITS DEPTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS:(B)40/o PUBLISHED BY THE AIR CONDITIONING CONTRACTORS OF AMERICA(ACCA).HEATING AND COOLING EQUIPMENT SHALL BE SIZED 7.ALL INSTALLED INSULATION SHALL BE LABELED OR THE INSTALLED R-VALUES PROVIDED BY SIGNED AFFIDAVIT BY THE INSTALLER IN OF ITS DEPTH IN NON LOAD BEARING PARTITIONS.NO STUD SHALL BE BORED MORE THAN(A)40%OF THE STUD WIDTH IN EXTERIOR PER ACCA MANUAL S BASED ON LOADS PER ACCA MANUAL J OR OTHER APPROVED METHODS,AND MANUAL D FOR DUCT SIZING IN COMPLIANCE WITH 2O20 ECCCNYSC. WALLS AND LOAD BEARING PARTITIONS:(B)60%OF THE STUD WIDTH IN NON LOAD BEARING PARTITIONS.ALL JOISTS TO BE SIZED TO COMPLIANCE WITH 2O20 RCNYS,2020 ECCCNYS,AND 2020 MCNYS OR OTHER METHODS APPROVED BY THE CODE OFFICIALAS PER PO BOX 1051 WIDTH AND FRAMED ON THE ENDS WITH MATERIAL OF THE SAME SIZE AS THE JOISTS. SECTIONS R302.1 AND R403.7 OF 2020 ECCCNYS. 8.THE ENERGY COMPLIANCE CERTIFICATE SHALL BE POSTED ON THE PROJECT SITE IN THE UTILITY ROOM SECTION R401.3 OF 2020 150 VETERANS MEMORIAL HWY. ECCCNYS. 3.SUBFLOORS:SUBFLOORS SHALL BE 3/4 INCH TONGUE AND GROOVED PLYWOOD WATERPROOF NAILED TO JOISTS WITH JOINTS 6.THE HVAC INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICALAND WATER HANDLING EQUIPMENT IN COMMACK, NY 11725 STAGGERED TWO JOIST SPACES MINIMUM((IT IS RECOMMENDED THAT FLOOR SHEATHING BE GLUED AND SCREWED TO FLOOR COMPLIANCE WITH 2O20 RCNYS,2020 ECCCNYS,AND 2020 MCNYS.INSTRUCTIONS MANUALS FOR NEW MECHANICAL SYSTEMS TO 9.NO SNOW-AND ICE-MELTING SYSTEM CONTROLS INSTALLED.SECTION R403.9 OF 2020 ECCCNYS. 631-948-7030 (Cell & text) JOISTS TO MINIMIZE FLOOR SQUEAKS). BE ON SITE FOR INSPECTION. THERMAL AND MOISTURE PROTECTION SPECIFICATIONS Website: www.EDWARDKOENIG.com 4.DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS,BATHROOM BATH TUBS/JACUZZI TUBS,AND KITCHEN BASE CABINET 7.MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH 2O20 RCNYS,2020 ECCCNYSC,AND 2020 MCNYS. ISLANDS.PROVIDE FIRESTOPPING AND AROUND ALL OPENINGS AS REQUIRED BY CODE.PROVIDE AT LEAST DOUBLE JOISTS AND 1.SEE RESCHECK CALCULATIONS STAPLED TO TITLE SHEET FOR INSULATION R VALUES AND THICKNESS SPECIFICATIONS. HEADERS AT WATER CLOSET DRAINS,BATHTUBS,AND ALL VENT AND MECHANICAL OPENINGS 2'-O"OR MORE IN WIDTH,UNLESS 8.ALL JOINTS AND SEAMS OF AIR DUCTS,AIR HANDLERS, FILTER BOXES,AND BUILDING CAVITIES USED AS RETURN DUCTS ARE Project Title: OTHERWISE SHOWN ON DRAWING. SEALED IN COMPLIANCE WITH 2O20 RCNYS,2020 ECCCNYSC,AND 2020 MCNYS. 2.ALL NEW CONSTRUCTION SHALL CONFORM TO THE 2020 RCNYS AND 2020 ECCCNYS 5.PROVIDE METAL CROSS BRACING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING AND SUPPORTS 9.BUILDING CAVITIES ARE NOT TO BE USED FOR SUPPLY DUCTS IN COMPLIANCE WITH 2O20 RCNYS,2020 ECCCNYSC,AND 2020 3.ALL INSULATION SHALL COMPLY WITH SECTION R302.10 OF 2020 ECCCNYS AND 2020 RCNYS, VEGLIANTE SECOND STORY ADDITIM SHALL BE 8'-0". MCNYS.HEAT DUCTING SHALL BE SECURED,SEALED AND INSULATED. 4.ALL INSULATION AND VAPOR BARRIERS SHALL BE FIRE RATED AS PER THIS AS PER SECTION R302.10.1 OF 2020 RCNYS. DEAN VEGLIANTE 6.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RCNYS AND WITH THE NATIONAL DESIGN 10.HVAC INSTALLER IS TO SUPPLY POST CONSTRUCTION DUCT TIGHTNESS TEST RESULTS OF LESS THAN OR EQUAL TO 8 CFM TO SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS.LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH OUTDOORS,OR LESS THAN OR EQUAL TO 12 CFM ACROSS SYSTEMS IN COMPLIANCE WITH 2O20 RCNYS,2020 ECCCNYS,AND 2020 5.ALL ROOFING SHALL COMPLY WITH SECTIONS CHAPTER 9 OF THE 2020 RCNYS. 5165 PECON IC BAY BLVD. ALL FASTENINGS,ANCHORS,BLOCKING,SADDLES,HANGERS,ETC.REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS MCNYS. LAUREL, NY 11948 CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS 6.ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED,WEATHERSTRIPPED,OR OTHERWISE AND CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE 11.PROJECT IS EXEMPT FROM BLOWER DOOR TIGHTNESS TESTAS PER NYS BUILDING STANDARDS AND CODES TECHNICAL BULLETIN SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND WINDOWS, DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL 917-686-3279 WITH 2O20 RCNYS CODE REQUIREMENTS. ACH 50 TESTING,EXCEPTIONS FOR NON-ISOLATED BUILDING ADDITIONS,WHERE BLOWER DOOR TESTS ARE DEEMED TO BE PENETRATIONS, ETC. deanvegliante@gmail.com IMPRACTICAL FOR ADDITIONS AND ALTERATIONS.ADHERENCE TO AIR BARRIER AND INSULATION INSTALLATION SHALL BE 7.ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED TO CONCRETE BASE.ALL POSTS PERFORMED BY FULL INSPECTION OF THE BUILDING ENVELOPE TO ENSURE A CODE COMPLIANT BUILDING ENVELOPE. 7.ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE TABLE R703.3(1)OF THE 2020 RCNYS. DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 RESTING ON TOP OF STEEL BEAMS SHALL HAVE CLIP ANGLES BOLTED OR WELDED TO THE FLANGES OF THE STEEL BEAM.BEARING PLATES AND MOISTURE BARRIER SHALL BE PROVIDED.ALL P.T.WOOD TO BE IN COMPLIANCE WITH SECTION R317 OF THE 2020 12.PROGRAMMABLE THERMOSTATS SHALL BE INSTALLED ON FORCED AIR FURNACES IN COMPLIANCE WITH SECTION R403.1.1 OF 2020 8.ALL FLASHING SHALL COMPLY WITH SECTIONS R703.4,R703.8.5,R903.2,R905,AND R905.2.8 OF 2020 RCNYS. RCNYS. ECCCNYS,2020 RCNYS,AND 2020 MCNYS. Sheet Title 9.ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R-VALUES PROVIDED AS PER SECTION R303.1 OF 2020 ECCCNYS. DOORS.WINDOWS &GLASS SPECIFICATIONS 13.PROGRAMMABLE THERMOSTATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING SYSTEMS AND INITIALLY SET BY MANUFACTURER TO CODE SPECIFICATIONS AS PER SECTION R403.1.10F 2020 ECCCNYS. 10.CEILING INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS.BLOWN INSULATION MARKED EVERY 300 FT2 AS PER P E C I F I CAT I O N S 1.SEE DOOR AND WINDOW SCHEDULES FOR STRUCTURAL WOOD HEADER SIZES.ALL DOORS,OPENINGS,AND WINDOWS TO BE SET SECTION R303.1.1.1 AND R303.2 OF 2020 ECCCNYS. WITH TOP AT 6-10 1/2"A.F.F.UNLESS OTHERWISE NOTED. 14.THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 55 DEGREES F OR LOWER FOR HEATING AND UP TO 85 DEGREES F OR MORE FORE COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING MUST HAVE A DEADBAND(TEMPERATURE RANGE WHERE 11.WALL INSULATION IS INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R303.2 OF 2020 ECCCNYS. 2.WINDOWS ARE TO BE MANUFACTURED BYANDERSEN WITH LOW"E"GLASS,SERIES 400. NO HEATING OR COOLING TAKES PLACE)OF AT LEAST 5 DEGREES F.HEAT PUMPS REQUIRE ATHERMOSTAT CAPABLE OF PREVENTING BACK-UP HEAT FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN BE MET BY THE HEAT PUMP ALONE. 12.VENTED ATTICS WITH AIR PERMEABLE INSULATION INCLUDE BAFFLE ADJACENT TO SOFFITAND EAVE VENTS THAT EXTENDS OVER 3.THE EXTERIOR WIND DESIGN PRESSURE FOR WINDOWS IN: INSULATION AS PER SECTION R402.2.3 OF 2020 ECCCNYS. WALL ZONE 4=46.7/-50.7 15.HEAT PUMP THERMOSTAT INSTALLED ON HEAT PUMPS AS PER SECTION R403.1.2 OF 2020 ECCCNYS. WALL ZONE 5=46.7/-62.6 13.ATTIC ACCESS HATCH AND DOOR INSULATION zR-VALUE OF THE ADJACENT ASSEMBLY AS PER SECTION R402.2.4 OF 2020 ECCCNYS. 16.HOT WATER BOILERS SUPPLYING HEAT THROUGH ONE-OR TWO-PIPE HEATING SYSTEMS HAVE OUTDOOR SETBACK CONTROL TO 4.U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH THE NFRC TEST PROCEDURE OR TAKEN FROM LOWER BOILER WATER TEMPERATURE BASED ON OUTDOOR TEMPERATURE AS PER SECTION R403.2 OF 2020 ECCCNYS. 14.AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R402.4.1.1 OF 2020 IDrawing No. THE DEFAULT TABLE AS PER SECTION R303.1.3 OF 2020 RCINYS. ECCCNYS. 17.SUPPLY AND RETURN DUCTS IN ATTICS INSULATED-R-8 WHERE DUCT IS-3 INCHES IN DIAMETER AND-R-6 WHERE<3 INCHES. 5.FENESTRATION THAT IS NOT SITE BUILT IS LISTED AND LABELED AS MEETING AAMA/WDMA/CSA 1O1/I.S.2/A440 OR HAS INFILTRATION SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING INSULATED-R-6 FOR DIAMETER-3 INCHES AND R-4.2 FOR< 15.IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE<_2.0 CFM LEAKAGE AT A=2 RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS IN COMPLIANCE WITH 2O20 RCNYS,2020 ECCNYS,AND RESCHECK. I 3 INCHES IN DIAMETER AS PER SECTION R403.3.1 OF 2020 ECCCNYS. 75 PAAS PER SECTION R402.4.5 OF 2020 ECCCNYS. OF 11 SHEETS Copyright of Architectural Drawings-These plans are protected by DEMOLITION PLAN KEYNOTES federal law and are subject to copyright protection as an REV. NO. NOTE "architectural work"under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural 01 REMOVE ALL PLUMBING FIXTURES AND CAP PLUMBING BELOW Works Copyright Protection Act of 1990.These drawings are FINISHED FLOOR. provided as an instrument for construction for the construction REMOVE WALLS, DOORS,AND WINDOWS AS SHOWN. PROVIDE project at the address shown on the title block of the drawings and 02 TEMPORARY BRACING AS REQUIRED. they may not be used for any project other than that listed at the address shown on the title block without the written consent and 03 HATCHING INDICATES REMOVE EXISTING ROOF STRUCTURE AS compensation of the architect.This protection includes but is not REQUIRED IN PREPARATION FOR NEW CONSTRUCTION. limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such protection, unauthorized use of these plans,work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to Edward Koenig. SHEET INDEX NO. TITLE A-1 TITLE SHEET A-2 SPECIFICATIONS A-3 DEMOLITION PLANS A-4 RESCHECK ENERGY CALCULATIONS A-5 RESCHECK AND THERMAL BARRIER PLANS A-6 SHEARWALL CALCULATIONS A-7 FOUNDATION& ROOF PLANS A-8 CONSTRUCTION PLANS A-9 ELECTRICAL PLANS& PLUMBING RISERS A-10 ELEVATIONS&SECTION A-11 DETAILS ccr- w LLIQ Lu 00 zlo I I I I NO. DESCRIPTION DATE C0 00 02 1 ISSUED FOR DESIGN REVIEW. 1-27-25 LL1 2 ISSUED FOR DESIGN REVIEW. 1-30-25 i 3 ISSUED FOR DESIGN REVIEW. 1-30-25 ~ 4 ISSUED FOR PERMIT. 4-9-25 O Z 0 EXTG.BDRM#3 UN U) z-J EXTG. BDRM#4 Xw Lu U U) w H LL CAD File Name: VEGLIANTE REVISION 4.1ayout Architect's Seal N1A� SECOND FLOOR DEMOLITION PLAN °F NE SCALE: 1/4 IN= 1 FT EDWARD KOENIG ARCHITECT 01 02 I I ( 1 777, J I —_ - - - � - -� I I� I I www.EDWARDKOENIG.COM o = ; o rI I EXTG. BDRM#2 Architecture Firm: EXTG. KITCHEN J I _ -� / �I I � - � --n IIII EDWARD KOENIG - ARCHITECT Z PO BOX 1051 `x� Lj U O / II 150 VETERANS MEMORIAL HWY. I L COMMACK, NY 11725 631-948-7030 (cell & text) Website: www.EDWARDKOENIG.com _— — I— Proect Title: \� II II �/\� II j� - VEGLIANTE SECOND STORY AD 11"IM U) DEAN VEGLIANTE o I 5165 PECONIC BAY BLVD. 0 0 LAUREL, NY 11948 0 917-686-3279 EXTG. LIVING EXTG. BDRM#1 deanvegliante@gmail.com z DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 U) tip w Sheet Title DEMOLITION PLANS Drawing No. FIRST FLOOR FLOOR DEMOLITION PLANA=3 OF 11 SHEETS Copyright of Architectural Drawings-These plans are protected by eral law and are ct ight REScheck Software Version REScheck-Web section "architectural work"under seoctionp 1r02 of thecopyright act, 17 adre ction as an Generated by REScheck-Web Software # Foundation Inspection Complies? Comments/Assumptions U.S.A. as amended December 1990 and known as Architectural y ■ ■ ■ & Req.iD ' Y i wA - - Works Copyright Protection Act of 1990.These drawings are n s e et i o n Checklist 303.2.1 protective covering is installed to ❑Complies Exception:Requirement is not applicable. Compliance C e rt f l e a to �i r i T ptF011]z protect exposed exterior insulation ❑Does Not pp provided as an instrument for construction for the construction ' - Ener Code: 2018 IECC and extends a minimum of 6 in.below project at the address shown on the title block of the drawings and Window 14:Wood Frame:Double Pane with low-E gy €� ❑Not Observable grade. the may not be used for an r SHGC:0.28 15 0.300 0.320 5 5 0 ❑Not Applicable Y Y y project other than that listed at the Requirements; 100.0/o were addressed directly in the REScheck software address shown on the title block without the written consent and Orientation:Back 403.9 Snow-and ice-melting system controls ❑Complies Exception:Requirement is not applicable. Text in the"Comments/Assumptions' column is provided by the user in the REScheck Requirements screen. For each 2 tom Window 15:Wood Frame:Double Pane with Low-E compensation of the architect.This protection includes but is not Project VEGLIANTE SECOND STORY ADDITION tFo121 installed. ❑Does Not � SHGC:0.28 6 0.300 0.320 2 2 requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception limited to the overall form as well as the arrangement and orientation:Back is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. ik' ❑Not Observable composition of spaces and elements of the designs. Under such Energy Code: 2018 IECC Window 16:Wood Frame:Double Pane with Low-E ❑Not Applicable protection, unauthorized use of these plans,work or home Location: Laurel, New York SHGC:0.28 15 0.300 0.320 5 5 Section Plans Verified Field Verified Orientation:Back # Pre-inspection/Plan Review Value Value Compiies? Comments/Assumptions Additional Comments/Assumptions: represented,can legally result in the cessation of construction or Construction Type: Single-family Project Type: Addition Window 17:Wood Frame:Double Pane with Low-E & Req.ID I I buildings being seized and/or monetary compensation to Edward -- -SHGC: Koenig. 0.28 15 0.300 0.320 5 5 103.1, Construction drawings and ❑Complies Requirement will be met. g. Project SubType: None Orientation:Back 103.2 documentation demonstrate ❑Does Not Orientation: Bldg.faces 130 deg.from North [PR1]1 energy cote compliance for the Location on plans/spec: PROPOSED 2"X 4"EXTERIOR WOOD FRAMED WALL. ❑Not Observable SHEET INDEX 4:y. building envelope.Thermal SEE SPECIFICATIONS ON Climate Zone: 45331 HDD) (2):Wood Frame,16"o.c. 43 21.0 0,0 0.057 0.060 2 3 envelope represented on ❑Not Applicable SHEET A-2 Permit Date: Orientation:Left side constructicn documents. _ NO. TITLE Permit Number: Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 103.1, Construction drawings and ❑Complies Requirement will be met. A-1 TITLE SHEET All Electric false calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in 103.2, documentation demonstrate []Does Not A-2 SPECIFICATIONS Is Renewable false REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 403.7 energy code compliance for Location on plans/spec: [PR311 lighting and mechanical systems. , ❑Not Observable SEE SPECIFICATIONS ON A-3 DEMOLITION PLANS Has Charger false EDWARD KOENIG-ARCHITECT 4-9-25 `s Systems serving multiple ❑Not Applicable SHEET A-2 A-4 RESCHECK ENERGY CALCULATIONS Has Battery: false Name-Title Si nature Date dwelling units must demonstrate A-5 RESCHECK AND THERMAL 9 compliance with the IECC A-6 SHEARWALLCALCULATIONS BARRIER PLANS Has Heat Pump: false Commercial Provisions. _ A-7 FOUNDATION & ROOF PLANS 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. A-8 CONSTRUCTION PLANS 403.7 sized per ACCA Manual S based Btu/hr Btu/hr- ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Location on plans/spec: A-9 ELECTRICAL PLANS& PLUMBING RISERS Construction Site: Owner/Agent: Designer/Contractor: ;>. Manual j or other methods Btu/hr Btu/hr ❑Not Observable SEE SPECIFICATIONS ON A-10 ELEVATIONS&SECTION 5165 PECONIC BAY BLVD. DEAN VEGLIANTE EDWARD KOENIG-R.A. approved by the code official. ❑Not Applicable SHEET A-2 A-11 DETAILS LAUREL,NY 11948 VEGLIANTE SECOND STORY EDWARD KOENIG-ARCHITECT ADDITION PO BOX 1051 5165 PECONIC BAY BLVD. 150 VETERANS MEMORIAL HWY Additional Comments/Assumptions: LAUREL,NY 11948 COMMACK,NY 11725 917-686-3279 631-948-7030(cell&text) deanvegliante@gmail.cOM Email:EDKOENIG49@gmail,com 7 11 Compliance: 0.0%Better Than Code Maximum UA: 45 Your UA: 45 Maximum SHGC: 0.40 Your SHGC: 0.28 The`Y Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum•code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each stab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblie PIT 1101117,1011!",1 "In s 7777-777 NO. DESCRIPTION DATE Ceiling 2 top plate.Flat Ceiling or Scissor Truss 35 21.0 0.0 0.047 0.026 2 1 1 ISSUED FOR DESIGN REVIEW. 1-27-25 Ceiling 2:Cathedral Ceiling 204 30.0 0.0 0.034 0.026 7 5 2 ISSUED FOR DESIGN REVIEW. 1-30-25 PROPOSED 2"X 4"EXTERIOR WOOD FRAMED WALL.: 3 ISSUED FOR DESIGN REVIEW. 1-30-25 Wood Frame,16"o.c. 43 21.0 0.0 0.057 0.060 2 3 Orientation:Right side 4 ISSUED FOR PERMIT. 4-9-25 PROPOSED 2"X 6"EXTERIOR WOOD FRAMED WALL.: Wood Frame,16"o.c. 247 21.0 0.0 0.057 0.060 10 11 Orientation: Back Window 13:Wood Frame:Double Pane with Law-E SHGC:0.28 15 0.300 0.320 5 5 Orientation:Back 1 High Impact(Tier 1) -i-2 Medium Im act(Tier 2) 3 Low Impact(Tier 3) g p p - -- `" �`�i � - p ��P 1 Hi h Im act(Tier 1) 2 Medium Im att{Tier 2) 3 Low Impack{Tier 3) Project Title:VEGLIANTE SECOND STORY ADDITION Report date: 02/12/25 Project Title:VEGLIANTE SECOND STORY ADDITION Report date: 02/12/25 Project Title:VEGLIANTE SECOND STORY ADDITION Report date: 02/12/25 Project Title:VEGLIANTE SECOND STORY ADDITION Report date: 02/12/25 Data filename: Page I of10 Data filename: Page 2 of10 Data filename: Page 3 of10 Data filename: Page 4 of10 CAD File Name: VEGLIANTE REVISION 4.1ayout Section Section Section Section # Framin /Rough-in Inspection Pions Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified g g p Complies? Comments/Assumptions # Framing/Rough-In Inspection; Value Value Complies? CommentslAssumptions # insulation Inspection Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions Architect's Seal Value Value _& Req.ID &Req.ID & Req.ID _ & Req.ID 402.1.1, Glazing U-factor(area-weighted U-- U-- ❑Complies See the Envelope Assemblies 403.6 2 Automatic or gravity dampers are ❑Complies Requirement will be met. 303.12 All installed insulation is labeled ❑Complies Requirement will be met. 402.1.1, Ceiling insulation R-value. R-- R ❑Complies See the Envelope Assemblies table for values. FR19] installed on all outdoor air ❑Does Not (IN13] or the installed R-values ❑Does Not 402.2.1, table for values. 402.3.3, average). ❑Does Not t ❑ Wood ❑ Wood ❑Does Not - 402.3.3, intakes and exhausts. Location on plans/spec: provided. 402.2.2, ❑ ❑ ❑Not Observable _ ❑Not Observable Steel Steel .� 1�� []Not Observable ❑Not Observable 'SEE SPECIFICATIONS ON � 402.5 402.2.E C�� .r•� C 1 ❑Not Applicable ❑Not Applicable SHEET A-2 ❑Not Applicable 1 ❑Not Applicable f� 402.1.1. Wall insulation R-value.If this is a R- R- ❑Com Iles See the Envelope Assemblies Additional Comments/Assumptions: 402.2.5, mass wall with at least'h of the ❑ Wood ❑ Wood ❑Does Not table for values, 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. 402.2.6 wall insulation on the wall 303.1.1.1, Ceiling insulation installed per ❑Com Iles Requirement will be met. _ .a [FR4]t are determined in accordance ❑Does Not ❑ Mass ❑ Mass ❑Not Observable A q with the NFRC test procedure or Location on pions/spec: [1N311 exterior,the exterior insulation 303.2 manufacturer's instructions. ❑Does Not ' a Z f re Steel ❑Not Applicable (F12] every ❑Not Observable �� requirement applies(FR10). ❑ Steel pp cable 1 Blown insulation marked eve Location on plans/spec: LI. taken from the default table. SEE SPECIFICATIONS ON ❑Not Applicable SHEET A-2 300 ftz. ❑Not Observable SEE SPECIFICATIONS ON i ❑Not Applicable SHEET A-2 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. 303.2 Wall insulation is installed per ❑Complies Requirement will be met. 402.2.3 Vented attics with air permeable ❑Compiies Requirement will be met. (FR2311 installed per manufacturer's ❑Does Not (IN411 manufacturer's instructions. instructions. Location on plans/spec:ec: ❑Does Not [F122] insulation include baffle adjacent ;_ ❑Does Not t. ❑Not Observable SEE SPECIFICATIONS ON Location on plans/spec: to soffit and eave vents that Location on plans/spec: `'� �(O ❑Not Applicable SHEETA 2 ❑Not Applicabllee ❑Not A licable SEE SPECIFICATIONS ON extends over insulation. ❑ of Observable SEE SPECIFICATIONS ON pp SHEET A-2 PA SHEET A-2 - 402.4.3 Fenestration that is not site built ❑Complies Requirement Will be met. Additional Comments/Assumptions: 1 p 402.2.4 Attic access hatch and door R- R- ❑Com Iles Requirement will be met. (FR201 is listed and labeled as meeting ❑Does Not [F13) insulation>_R-value of the ❑Does Not 4o AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable : adjacent assembly. Location on plans/spec: or has infiltration rates per NFRC ❑Not Observable SEE SPECIFICATIONS ON 400 that do not exceed code ❑Not Applicable ❑Not Applicable SHEETA-2 limits. 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50=- ACH 50=_ ❑Complies Requirement will be met. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. (FI17]1 ach in Climate Zones 1-2,and ❑Does Not [FR16]2 sealed el housing/interior finish ❑Does Not E D WA R D KOENIG and labeled to indicate<2.0 cfm z Location on plans/spec: <=3 ach in Climate Zones 3-8. Location on plans/spec: leakage at 75 Pa. ❑Not Observable SEE SPECIFICATIONS ON ❑Not Applicable :SHEET A-2 ❑Not Observable ADDITIONS ARE EXEMPT.SEE ❑Not Applicable SPECIFICATIONS ON SHEET _ _ A-2 ARCHITECT 403.3.1 Supply and return ducts in attics ❑� Complies �.Requirement will be met. 403.3.3 H�Ducts are pressure tested to cfm/100 cfm/100 ❑Compiies .Requirement will be met. (FR12]1 insulated>=R-8 where duct is ❑Does Not (F12711 determine air leakage with ftz []Does Not #� >=3 inches in diameter and>_ []Not Observable Location on plans/spec: either:Rough-in test:Total ❑Not Observable Location on plans/spec: R-6 where<3 inches.Supply and' SEE SPECIFICATIONS ON leakage measured with a SEE SPECIFICATIONS ON pe return ducts in other portions of ❑Not Applicable SHEET A-2 pressure differential of 0.2 inch ❑Not Applicable SHEET A-2 the building insulated>=R-6 for w.g.across the system including diameter>=3 inches and R-4.2 ` the manufacturer's air handler for<3 inches in diameter. enclosure if installed at time of 403.3.2 Ducts,air handlers and filter ❑Complies Requirement will be met. test. Postconstruction test:Total [FR13]1 boxes are sealed with ❑Does Not leakage measured with a joints/seams compliant with Location on plans/spec: pressure differential of 0.1 inch 10' International Mechanical Code or ❑Not Observable SEE SPECIFICATIONS ON w.g.across the entire system International Residential Code,as ❑ including the manufacturer's air Not Applicable SHEET A-2 applicable. _ handler_enclosure. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100F ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not <=3 cfm/100 ft2 without air[F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not 4� Location on plans/spec: Location on planslspec: []Not Observable handler @ 25 Pa.For rough-in ❑Not Observable ❑Not Applicable SEE SPECIFICATIONS ON tests,verification may need to ❑Not Applicable SEE SPECIFICATIONS ON www.E DWA R D KO E N I G.C O M SHEET A-2 SHEET A-2 403.4 HVAC piping conveying fluids R-- R-_ ❑Complies Requirement will be met. -----occur during Framing Inspection.- ---- --- ------ ---- [FR17]2 above 105 QF or chilled fluids ❑Does Not 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. below 55 QF are insulated to?R- Location on plans/spec: (F12411 by manufacturer at<=2%of []Does Not ❑Not Observable design air flow. Location on ON Architecture Firm: 3. SEE SPECIFICATIONS ON ❑Not Applicable SHEET A-2 [:]Not Observable SEE SPECIFICATIONSTIONS ON 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. __ -_._�__-._..__-.-__ v -.__�. _ ❑Not Applicablem SHEET A-2 E D WA R D KOENIG - ARCHITECT [FR24]1 piping. ❑Does Not 403.1.1 Programmable thermostats _❑Complies Requirement will be met. Location on plans/spec: [F19]2 installed for control of primary ❑Does Not PO BOX 1051 4± ❑Not Observable SEE SPECIFICATIONS ON heating and cooling systems and ' Location on plans/spec: ❑Not Applicable SHEETA-2 initially set by manufacturer to ❑Not Observable SEE SPECIFICATIONS ON 150 VETERANS MEMORIAL HWY. 403.5.3 Hot water pipes are insulated to R- _ -R-- q❑Com lies Requirement will be met. code specifications. ❑Not Applicable SHEET A-2 COMMACK, NY 11725 [FR1812 ;-R-3. ❑Doe shot 403.1.2 Heat pump thermostat installed ❑Complies 'Requirement will be met. 4 [:]Not Observable Location on plans/spec: (FI1012 on heat pumps. ❑Does Not 631-948-7030 (cell & text) ❑Not Applicable SEE SPECIFICATIONS ON ❑Not Observable SEE SPECIFICATIONS ON Location on plans/spec: SHEET A-2 Website: WWW.EDWARDKOENIG.com ❑NotApplicabfe SHEETA-2 Project Title: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) I �1THig him pact(Tier 1) 2 Medium I mp act(Tier 2) --� 3 Low Impact(Tier 3)� 1 High Impact(Tier 1) F2 ]Medium Impact(Tier 2) -T3 Low Impact(Tier 3) 2 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) VEGLIANTE SECOND D ITIM Project Title:VEGLIANTE SECOND STORY ADDITION Report date: 02/12/25 Project Title:VEGLIANTE SECOND STORY ADDITION Report date: 02/12/25 Project Title:VEGLIANTE SECOND STORY ADDITION Report date: 02/12/25 Project Title:VEGLIANTE SECOND STORY ADDITION Report date: 02/12/25 Data filename: Page 5 of10 Data filename: Page 6 of10 Data filename: Page 7 of10 Data filename: Page 8 of10 DEAN VEGLIANTE 5165 PECONIC BAY BLVD. LAUREL, NY 11948 917-686-3279 deanvegliante@gmail.com DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 Sheet Title RESCHECK ENERGY CALCULATIONS Drawing No. ARA A=4 OF 11 SHEETS ONE LAYER OF 3-1/2" R-15 KRAFT PAPER BACKED Copyright of Architectural Drawings-These plans are protected by Section section FIBERGLASS INSULATION BATTS BETWEEN federal law and are subject to copyright protection as an Plans Verified Field Ver€f€ed Plans Ver€fled Field Verified , JOISTS COVERED WITH AN ADDITIONAL LAYER OF "architectural work"under section 102 of the copyright act, 17 &Re ID Final Inspection Provisions Value Value Complies? Comments/Assumptions #� Final Inspection Provisions Value Value — Complies. Comments/Assumptions _ 9� & Re lD 2818 I ECC Energy 3-1/2" R-15 UNFACED FIBERGLASS INSULATION U.S.A. as amended December 1990 and known as Architectural 403.5.1 Circulating service hot water ❑Complies Requirement will be met. 401.3 Compliance certificate posted. ❑Complies Requirement will be met. BATTS FOR A TOTAL R VALUE OF R-30 Works Copyright Protection Act of 1990.These drawings are [FI11]2 systems have automatic or ❑Does Not [F1712 ❑Does Not provided as an instrument for construction for the construction Efficiency Certificate project at the address shown on the title block of the drawings and FROM POINT WHERE SLOPING ROOF SHEATHING they may not be used for any project other than that listed at the — accessible manual controls. Location on plans/spec: - — —A —' DOES NOTALLOW FULL DEPTH INSULATION TO address shown on the title block without the written consent and []Not Observable SEE SPECIFICATIONS ON ❑Not Observable ❑Not Applicable SHEET A-2 _ _ ❑Not Applicable 403.6.1 All mechanical ventilation system` — ❑Complies Requirement will be met. 303.3 Manufacturer manuals for ❑Complies Requirement will be met. 403.6. fans not part of tested and listed ❑Does Not [FI18]3 mechanical and water heating ❑Does Not THE RECEIVE 5-1/2"THICK R-21 KRAFT PAPER — —— compensationa architect.This protection includes but is not of th systems have been provided. BACKED FIBERGLASS INSULATION BATTS ——— limited to the overall form as well as the arrangement and HVAC equipment meet efficacy []Not Observable Location on plans/spec: p []Not observable ` i BETWEEN JOISTS TO EXTEND OVER WALL TOP composition of spaces and elements of the designs. Under such and air flow limits per Table SEE SPECIFICATIONS ON ❑Not Applicable """" '`""` •"" """" "" "` R403.6.1. ❑Not Applicable SHEET _ Above-Grade Wall 21.00 403.2 Hot water boilers supplying heat � � ❑Complies Requirement will be met. Additional Comments/Assumptions: PLATE. SEE RESCHECK CALCULATIONS FOR protection, unauthorized use of these plans,work or home Below-Grade Wall 0.00 TRADE-OFF COMPLIANCE. CO TI NED CONDITIONED represented,can legally result in the cessation of construction or (F126]2 through one-or two-pipe heating ❑Does Not BA 2BQB2 buildings being seized and/or monetary compensation to Edward systems have outdoor setback Location on plans/spec: Floor 0.00 Koenig. control to lower boiler water []Not Observable SEE SPECIFICATIONS ON temperature based on outdoor ❑Not Applicable SHEET A-2 Ceiling/ Roof 30.00 temperature. 403.5.1.1 Heated water circulation systems ' ❑Complies Requirement will be met. Ductwork(unconditioned spaces): 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS SHEET INDEX (F12812 have a circulation pump.The ❑Does Not INSULATION BATTS BETWEEN STUDS system return pipe is a dedicated Location on plans/spec: DASHED LINE NO. TITLE []Not Observable CONDITIONED CONDITIONED REPRESENTS return pipe or a cold water supply ❑Not Applicable SEE SPECIFICATIONS ON Window 0.30 0.28 BATH#1 BDRM#1 A-1 TITLE SHEET pipe.Gravity and thermos- SHEET A-2 HERMAL ENVELOPE A-2 SPECIFICATIONS syphon circulation systems are not present.Controls for not BOUNDARY A-3 DEMOLITION PLANS circulating hot water system w, , 9 A-4 RESCHECK ENERGY CALCULATIONS pumps start the pump with signal e .. �: ��_w, _ � a A-5 RESCHECK AND THERMAL BARRIER PLANS for hot water demand within the ' Heating System: A-6 SHEARWALL CALCULATIONS occupancy.Controls A-7 FOUNDATION & ROOF PLANS automatically turn off the pump Cooling System: when water is in circulation loop UNCONDITIONED A-8 CONSTRUCTION PLANS is at set-point temperature and Water Heater: CELLAR AR A-9 ELECTRICAL PLANS& PLUMBING RISERS no demand for hot water exists. A-10 ELEVATIONS&SECTION 403.5.1.2 Electric heat trace systems ❑Complies Exception:Requirement is - (FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. Name: Date: A-11 DETAILS 515.Controls automatically adjust the energy input to the [:]Not Observable Comments A heat tracing to maintain the ❑Not Applicable THERMAL SECTION A desired water temperature in the , A-5 SCALE: 118 IN= 1 FT piping. _ 403.5.2 Demand recirculation water ❑Complies Requirement will be met. (F130]2 systems have controls that ❑Does Not manage operation of the pump ❑Nat Observable Location on plans/spec: and limit the temperature of the ❑Not A SEE SPECIFICATIONS ON Applicable water entering the cold water pp SHEET A-2 piping to<= 1044F. —� 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. 5-1/2"R-21 KRAFT PAPER (FI3112 tested in accordance with CSA ❑Does Not B55.1.Potable water-side Location on plans/spec: BACKED FIBERGLASS A pressure loss of drain water heat ❑Not Observable SEE SPECIFICATIONS ON INSULATION BATTS A-5 recovery units<3 psi for ❑Not Applicable SHEET A-2 BETWEEN STUDS individual units connected to one or two showers.Potable water- —— — —-•` side pressure loss of drain water ` heat recovery units<2 psi for SIDE GABLE WALL TO MATCH NO. DESCRIPTION DATE individual units connected to EXISTING WALL WIDTH ITIOIJ three or more showers. 404.1 90%or more of permanent ❑Complies Requirement will be met. SHALL RECEIVE CLOSED10 1 ISSUED FOR DESIGN REVIEW. 1-27-25 [FI611 fixtures have high efficacy lamps. ❑Does Not CELL SPRAY FOAM 2 ISSUED FOR DESIGN REVIEW. 1-30-25 []Not Observable -Location on plans/spec: INSULATION R-7 PER INCH SEE SPECIFICATIONS ON FOR A TOTAL R-21 MINIMUM I. 3 ISSUED FOR DESIGN REVIEW. 1-30-25 ❑Not Applicable SHEET A-2 404.1.1 Fuel gas lighting systems have _ ❑Complies Exception:Requirement is [FI23]3 no continuous pilot light. ❑Does Not not applicable. CONDITIONED 4 ISSUED FOR PERMIT. 4-9-25 r+ CONDITIONED ❑Not Observable . EXTG.BDRM#3 ❑Not Applicable EXTG. BDRM#2 - DASHED LINE 7 F 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3} __.._._.._..._ _.....___. _._ _._._ _ . _._. ___.._.___....__ _.. __ __ _. �___` _.___ ---_. ._.__.. _.. _...._.._...___-_._..v__ REPRESENTS THERMAL Project Title:VEGLIANTE SECOND STORY ADDITION Report date: 02/12/25 Project Title:VEGLIANTE SECOND STORY ADDITION Report date: 02/12/25 ENVELOPE BOUNDARY Data filename: Page 9 of10 Data filename: Page 10 of10 Lam- J —J CAD File Name: VEGLIANTE REVISION 4.1ayout A Architect's Seal A-5 SECOND FLOOR THERMAL ENVELOPE PLAN - ;�, SCALE: 1/8 IN= 1 FT �e: .�ex r x -A. 5 8 2, DITI N C U CONDITIONED � EXTG. KITCHEN II TABLER402.4.1.1 4EDWARD KOENIG AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ARCHITECT Air-perm A continuous air barrier shall be installed in the building envelope. Ii General requirements The exterior thermal envelope contains a continuous material. insulation shall not be used as a air barrier. sealing maaterial. Breaks or joints in the air harrier shall he sealed. DASHED LINE CONDITIONED CONDITIONED The air barrier in any dropped ceiling/soffit shall be REPRESENTS THERMAL EXTG. LIVING RENOV. BDRM#1 aligned with the insulation and any gaps in the air ENVELOPE BOUNDARY Ceiling/attic harrier shall be sealed. The insulation in any dropped ceiling/soffit shall Access openings,drop down stairs or knee wall doors be aligned with the air barrier. to unconditioned attic spaces shall be sealed. Cavities within corners and headers of frame _ The junction of the foundation and sill plate shall be walls shall be insulated by completely filling the - - - - — _-- sealed. cavity with a material having a thermal resistance Walls The junction of the top plate and the top of exterior of R-3 per inch minimum. iii �'+ p/� walls shall is sealed. Exterior thermal envelope insulation for framed www.E D WA R D KO E N I G.C O M Knee walls shall be sealed. walls shall he installed in substantial contact and A continuous alignment with the air barrier. Windows,skylights and doors The space between window/door jambs and framing, A-5 and skylights and framing shall be scaled. Architecture Firm: Rim joins Rim joists shall include the air barrier. Rim joists shall be insulated. FIRST FLOOR THERMAL ENVELOPE PLAN— Floor framing cavity insulation shall be installed SCALE: 1/81N= 1FT EDWARD KOENIO - ARCHITECT to maintain permanent contact with the underside of subfloor decking,or floor framing cavity PO BOX 1051 Floors(including above garage and The air barrier shall be installed at any exposed edge insulation shall be permitted to be in contact with cantilevered floors) of insulation. the top side of sheathing,or continuous insulation 150 VETERANS MEMORIAL HWY. installed on the underside of floor framing and A COMMACK, NY 11725 extends from the bottom to the top of all A- perimeter floor framing members. 631-948-7030 (cell &text) Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, r — — — — — — — — — — — — — Website: www.EDWARDKOENIG.com Crawl space walls covered with a Class i vapor retarder with insulation shall be permanently attached to the — — — — — — — — — — — _— _ overlapping joints taped, crawlspace walls. Duct shafts,utility penetrations,and flue shafts Project Title: Shafts,penetrations opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or VEGLIANTE SECOND STORY ADDITIM Narrow cavities narrow cavities shall be filled by insulation that on installation readily conforms to the available DEAN VEGLIANTE cavity space. 5165 PECONIC BAY BLVD. Garage separation Air sealing shall be provided between the garage and g P conditioned spaces. o UN CONDITIONED o LAUREL, NY 11948 Recessed lighting Recessed light fixtures installed in the building Recessed light fixtures installed in the building I 917-686-3279 thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. deanvegliante@gmail.com Batt insulation shall be cut neatly to fit around ( DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 wiring and plumbing in exterior walls,or Plumbing and wiring insulation that on installation readily conforms to available space shall extend behind piping and wiring. Sheet Title The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall Shower/tub on exterior wall showers and tubs shall separate them from the be insulated. showers and tubs. ( L — — — — _ — — _ _ — --- JES C H E C K A N The air barrier shall be installed behind electrical or L— — — — — — — — — — — — — =L Electrical/phone box on exterior wails communication boxes or air-sealed boxes shall be installed. THERMAL BARRIER HVAC register boots HVAC register boots that penetrate building thermal envelope shall he sealed to the subfloor or drywall.When required to be sealed,concealed fire sprinklers A A shall only be sealed in a manner that is recommended Concealed sprinklers by the manufacturer.Caulking or other adhesive Drawing No. sealants shall not be used to fill voids between fire FOUNDATION THERMAL ENVELOPE P LAN sprinkler cover plates and walls or ceilings. e a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. SCALE: 1/8 IN= 1 FT A5 OF 11 SHEETS 2020 RESIDENTIAL CODE OF NEW YORK STATE-SHEARWALL DESIGN USING 2020 RESIDENTIAL CODE OF NEW YORK STATE-SHEARWALL DESIGN USING 2020 RESIDENTIAL CODE OF NEW YORK STATE-SHEARWALL DESIGN USING Copyright of Architectural Drawings-These plans are protected by 2018 WFCM SHEAR WALL DESIGN CALCULATIONS 2018 WFCM SHEAR WALL DESIGN CALCULATIONS 2018 WFCM SHEAR WALL DESIGN CALCULATIONS federal law and are subject to copyright protection as an Architect of Record Date, Architect of Record: Date Arahilect 4f Record Date "architectural work"under section 102 of the copyright act, 17 Edward Koenig-Architect 2?10J2025 Edward Koenig-Architect 4W98 Edward Koenig•Architect 45698 U.S.A. as amended December 1990 and known as Architectural P0 BOX 1D51 Client PO Box 1051 Client Works Copyright Protection Act of 1990.These drawings are 150 Veterans Memorlat Hwy DEAN VEGLIANTE 150 VeteraPOBex1Dnns Memorial Hwy. DEAN VEGLUINTE 150 Veterans Memorial H1 "Y DEANVEGLIANTE provided as an instrument for construction for the construction . Commack.NY 11725 $165 PFOONIC BAY BLVD Commack,NY 11725 5166 PECONIC BAY BLVD Commack, 5165 PECONIC SAY BLVD NY 11725 631-948-7030(cell&leal) LAUREL.NY 11948 631.90.7030(cell&text) LAUREL,NY 11948 631-948-1030(cell&text) LAUREL,NY 11948 project at the address shown on the title block of the drawings and 917-686-3279 917-W63279 917.063279 they may not be used for any project other than that listed at the DESIGN VALUES DESIGN VALUES DESIGN VALUES address shown on the title block without the written consent and DESIGN WIND SPEED 130 volt DESIGN WIND SPEED 130 vu1t DESIGN WIND SPEED 130 Y"n compensation of the architect. This protection includes but is not ROOF PITCH ROOF PITCH AS 2.75 12 ROOF PITCH ROOF PITCH AS 2 75:12 ROOF PITCH ROOF PITCH AS 235 12 TOP PLATE TO RIDGE HEIGHT 250 TOP PLATE TO RIDGE HEIGHT 250 TOP PLATE TO RIDGE HEIGHT 250 limited to the overall form as well as the arrangement and 1ST FLOOR WALL HEIGHT 800 1ST FLOOR WALL HEIGHT 800 1ST FLOOR WALL HEIGHT 8.00 composition of spaces and elements of the designs. Under such ` 2ND FLOOR WALL HEIGHT 7,20 2ND FLOOR WALL HEIGHT 7.20 2ND FLOOR WALL HEIGHT 7.20 protection, unauthorized use of these plans,work or home DESIGN PARAMETERS DESIGN PARAMETERS DESIGN PARAMETERS represented, can legally result in the cessation of construction or being s SHEAR WALL LINE LABEL I SHEAR WALL LINE LABEL 2 SHEAR WALL LINE LABEL A buildings g seized and/or monetary compensation to Edward Koenig. SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 1850 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 21.00 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 3540 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 3540 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 3540 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 2100 SHEET INDEX SEGMENTED WALL DESIGN CALCULATIONS SEGMENTED WALL DESIGN CALCULATIONS SEGMENTED WALL DESIGN CALCULATIONS NO. TITLE TABLE 317A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WINO FORCES ON THE OPPOSING EXPOSED 740 TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE OPPOSING EXPOSED 7.40 TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE OPPOSING EXPOSED 420 A-1 TITLE SHEET WALL(Swr) WALL(SW,) WALL(SWr) A-2 SPECIFICATIONS TABLE 3 17A FOOTNOTE N4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Rad)) 0.40 TABLE 3.17A FOOTNOTE 94-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Rad)) 0.40 TABLE 3.17A FOOTNOTE 04.ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Radl) 040 A-3 DEMOLITION PLANS MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN-(SWr)x(Red;)-FHSmin 2.96 MWIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN-(SWr)x(Radl)-FHSmIn 296 MINI MUM REOUI RED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR S EGM E NTED DESIGN-(SWr)x(Radl)-FHSmIn 168 A-4 RESCHECK ENERGY CALCULATIONS NOTE THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1.PER TABLE 317D USING STANDARD 3+8"PLYWOOD WITHBd 1,00 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3 17D USING STANDARD 3-WPLYWOOD WITH 8d 1.00 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1.PER TABLE 317D USING STANDARD 318'PLYWOOD WITH Sd 1,00 A-5 RESCHECK AND THERMAL BARRIER PLANS COMMON NAILS @i60.0 AT EDGE AND 12-O.C_IN FIELD WITH 112"GYPSUM ATTACHED WITH 5d COOLER NAILS @7.O.C.AT EDGE AND IO.OA COMMON NAILS @60.C.AT EDGE AND I2-0C.IN FIELD WITH I/2'GYPSUM ATTACHED WITH Sd COOLER NAILS @7.O.0 AT EDGE AND IU'O,C COMMON NAILS @6O.0 AT EDGE AND I2'O.C.IN FIELD WITH 1/2-GYPSUM ATTACHED WITH 5d COOLER NAILS@ 7'O C.AT EDGE AND IO'O C. A-6 SHEARWALL CALCULATIONS IN FIELD=(STA) INFIELD-(STA) IN FIELD=(STA) A-7 FOUNDATION & ROOF PLANS ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSm•n)X 2.96 ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmm)X 2.96 ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmn)X 1.68 A-8 CONSTRUCTION PLANS (STA)=(FHSminadl) (STA)=(FHSm1nad;1 (STA)=(FHSmmadJ) A-9 ELECTRICAL PLANS& PLUMBING RISERS SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 1850 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 21.00 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 3540 A-10 ELEVATIONS &SECTION WINDOW OPENING 284 WINDOW OPENING 2.84 WINDOW OPENING 317 A-11 DETAILS OPENINGWINDOW 0,00 WINDOW OPENING 0.00 WINDOW OPENING 3,17 WINDOW OPENING0.00 WINDOW OPENING 0.00 WINDOW OPENING 1.84 WINDOW OPENING 0.00 WINDOW OPENING 0.00 WINDOW OPENING 3.17 DOOR OPENING 0,00 DOOR OPENING 0.00 WINDOW OPENING 3.17 DOOR OPENING 0,00 DOOR OPENING 0,00 DOOR OPENING 0 00 DOOR OPENING 0,00 DOOR OPENING D 00 DOOR OPENING 0.00 WINDOW+OOOR SUBTOTAL 2.84 WINDOWfpOpR SUBTOTAL 2.84 WINDOWIDOOR SUBTOTAL 14,52 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 15,66 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 18,18 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 20.88 AVAIL ABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 1566 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS W INDOWS100ORS)(SW-windows and dwrs)-SWavail 18.16 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH.(WALL I ENGTH MINUS W INDOWS:DOORS)(SW•wndows and dcors)=SWavail 20.88 IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH)(FHSminadj<Swavall) YES IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavad) YES IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH'S(FHSminadj<SwavadI YES COMPARE PERFORATED WALL DESIGN CALCULATIONS COMPARE PERFORATED WALL DESIGN CALCULATIONS COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL 84,65% DIVIDE THE REQUIRED SEGEMENTEO SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL 86,48% DIVIDE THE REQUIRED SEGEMENTEO SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL SB 98% HEIGHT SHEATHING. HEIGHT SHEATHING, HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1.05 TABL E 3 17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1.04 TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1.33 ADJUSTED PERFORATED SHEARWALL LENGTH CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING-(PSWw-fadrx) ADJUSTED PERFORATED SHEARWALL LENGTH CONSIDER WALL HEIGHT AND THE TALLEST WINOOWiDOOR OPENING-(PSWwnvfaclor) ADJUSTED PERFORATED SHEARWALL LENGTH CONSIDER WALL HEIGHT AND THE TALLEST WINDOWtDOOR OPENING-(PSWcomfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED-(PSWconfactM)x(FHSMInool)-(PSWlengthl 3.11 CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED-(PSWconfactm)x(FHSminadj)-(PSWIeng1h) 3.08 CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactw)x(FHSminadj)-(PSWlenglh) 2.23 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH•(WALL LENGTH MINUS WINDOWSf000R5)(SW•windows and doors)-SWavall 1568 AVAILABLE FULL HEIGHT SHEATHING WAIL LENGTH-(WALL.LENGTH MINUS WINDOWSlWORS)(51n1.windows.and tloors)-SWavail 18.18 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH•(WALL LENGTH MINUS WINDOWS!DOORS)(SW•w+ndows and doors)-SWavail 2088 NO. DESCRIPTION DATE 1S PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABL E?(PSWlemlh)<(SWavalq YES IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlergth)<(SWavaif) YES IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWleroh)<(SWavarl) YES 1 ISSUED FOR DESIGN REVIEW. 1-27-25 RESULTING SHEAR WALL SPECIFCATIONS RESULTING SHEAR WALL SPECIFCATIONS RESULTING SHEAR WALL SPECIFCATIONS 2 ISSUED FOR DESIGN REVIEW. 1-30-25 SHEAR WALL TYPE PERFORATED SHEAR WALL TYPE PERFORATED SHEAR WALL TYPE PERFORATED 3 ISSUED FOR DESIGN REVIEW. 1-30-25 SHEAR WALL ASSEMBLY 1/2'MIN,PLYWOOD WITH 8d COMMON SHEAR WALL ASSEMBLY 112'MIN.PLYWOOD WITH 8d COMMON SHEAR WALL ASSEMBLY 112"M1N PLYWOOD WITH 8d COMMON 4 ISSUED FOR PERMIT. 4-9-25 NAILS @ 6-O.C.AT EDGE AND 12- NAILS @ 8'O.C.AT EDGE AND 12' ND 12- O.C.IN FIELD WITH 112"GYPSUM NAILS F ELD W AT EDGE GYPSUM 0 C.IN FIELD WITH 12'GYPSUM O.C.IN FIELD WITH 1!Z'GYPSUM ATTACHED WITH 5d COOLER NAILS(i' ATTACHED WITH 5d COOLER NAILS ATTACHED WITH Sit COOLER NAILS @ 7'0 C.AT EDGE AND 10"0 C.IN FIELD 7'O.C.AT EDGE AND 10"0 C.84 FIELD 7'O.C.AT EDGE AND 10.0 C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN CAPACITY REQUIRED BY TABLE 3 17F 3488 HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17E 3488 HOLD DOWN MODEL N(CAPACITY PROVIDED) SIMPSON CMST 14(6490) HOLD DOWN MODEL N(CAPACITY PROVIDED) SIMPSON CMST 14(6490) HOLD DOWN MODEL N(CAPACITY PROVIDED) SIMPSON CMST 14(6490) COMPLIANCE YES/NO YES COMPLIANCE YES/NO YES COMPLIANCE YES/NO YES CAD File Name: VEGLIANTE REVISION 4.1ayout Architect's Seal n O EDWARD KOENIG ARCHITECT www.EDWARDKOENIG.COM Architecture Firm: EDWARD KO N ICE - ARCH IT C:T PO BOX 1051 150 VETERANS MEMORIAL HWY. COMMACK, NY 11725 631-948-7030 (cell & text) Website: www.EDWARDKOENIG.com Project Title: DESIGN NOTE: DESIGN LENGTH U D LENGTH NOTE: SHEATHING AS PART OF PERFORATED STORY ADDITIM SHEARWALLS OR SHEAR WALL SEGMENT SHEATHING AS PART OF PERFORATED (S.W.S.)SHALL BE CONTINUOUS FROM SILL DEAN VEGLIANTE SHEARWALL OR SHEAR WALL SEGMENT TO TOP PLATE OR ADEQUATELY BLOCKED AT 5165 PECONIC BAY BLVD. (S.W.S.)SHALL BE CONTINUOUS FROM SILL TO JOISTS. LAUREL NY 11948 TOP PLATE OR ADEQUATELY BLOCKED AT �f ' 279 JOISTS. } HOLD DOWNS REQUIRED AT ALL FOUR dea 6 egl3a to@gmail.com CORNERS OF STRUCTURE UNLESS HOLD DOWNS REQUIRED AT ALL FOUR OTHERWISE NOTED. SEE CONSTRUCTION DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 CORNERS OF STRUCTURE UNLESS VIXX OTHERWISE NOTED. SEE CONSTRUCTION DETAIL DETAIL \\ \ Sheet Title {� \SOILD BLOCKING 3/8" PLYWOOD SHEATHING WITH 8d COMMON SHEARWALLf\' NAILS @ 6" O.C. ON THE EDGE AND @ 12" O.C. \ i PLYWOOD SHEATHING WITH 8d COMMON NAILS @ 6"O.C. ON THE EDGE AND @ 12"O.C. IN THE FIELD �.\ \ \\�L IN THE FIELD CALCULATIONS HOLD DOWN HOLD DOWN Drawing No. ri_'� SHEARWALL DETAIL 1 ri'� SHEARWALL DETAIL 2 A-6 A-6 6 SCALE: 1/2 IN= 1 FT SCALE: 1/2 IN= 1 FT OF 11 SHEETS (28) 16d COMMON NAILS FOR FULL LENGTH Typical CS --T Copyright of Architectural Drawings-These plans are protected by OF DOUBLE STUD tf a - FOUNDATION & ROOF PLAN federal law and are subject to copyright protection as an Floor-to Floor Tie End "architectural work"under section 102 of the copyright act, 17 CMST re alums Length Cut A35F M. MA GAUGE PLATE CONNECTORS @ 2 A U.S.A. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.These drawings are SIMPSON CMST14 ( � Lend minimum Length 12" O.C. MAX. (SHEAR CONNECTOR) A-10 A-10 KEYNOTES (LENGTH OF STRAP EQUAL TO DEPTH OF REV. NO. NOTE CODE REF. 2 2x studs) provided as an instrument for construction for the construction FLOOR JOISTS, FLOOR SHEATHING,AND !` >: CS20 COIL STRAP-UPLIFT CONNECTOR ON FULL COVERAGE SHALLOW ROOF ICE project at the address shown on the title block of the drawings and SHIELD UNDERLAYMENT FOR SHALLOW they may not be used for any project other than that listed at the PLATES PLUS 52 EQUALLY SPACED v — EACH STUD WITH 12" MINIMUM BEARING ON 01 SLOPED ROOFS. SEE SHALLOW ROOF address shown on the title block without the written consent and BETWEEN FIRSTAND SECOND FLOORS) EACH STUD TYPICAL I _ (TYPICAL) UNDERLAYMENT SPECIFICATION IN - - span compensation of the architect.This protection includes but is not 28 16d COMMON NAILS FOR FULL LENGTH �. Gler, THERMAL AND MOISTURE PROTECTION limited to the overall form as well as the arrangement and SPECIFICATIONS. composition of spaces and elements of the designs. Under such ( ) Nails s not — — — — — protection, unauthorized use of these plans,work or home 1 .-r--� � ;• ALL STRAPPING TO BE INSTALLED 16"O.C. OF DOUBLE STUD required in- + _ _ _ _ _ ._ — _ — ` _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — _ — ^ — � 02 LINE OF WALL BELOW represented,can legally result in the cessation of construction or O - clear span �,i �- 1 A CONTINUOUSLY CONNECTED PATH MUST buildings being seized and/or monetary compensation to Edward BE PROVIDED FROM THE STUD TO THE I U 01 ROLLED ASHPHALT ROOFING -240# Koenig. a n p 3• _ e E1dth GIRDER BELOW. I ROLLED ASPHALT ROOFING OVER CMST14 14GAUGE 1"11k` - ` et1� ZZo WINTERGUARD WATERPROOFING n DOUBLE FULL COVERAGE n Provid in.a 1 - ALL STRAP STOCK NUMBERS SHOWN ARE f"CSand11 end ICMST-" _ FROM "SIMPSON STRONG TIE CONNECTORS" SHINGLE UNDERLAYMENT AS MFG'D BY SHEET INDEX —3+h•---►I (�-1'ia` ►I Equal number of N 03 CERTAINTEED AS PER THESE SECTIONS. NO. TITLE w (UNDERLAYMENT SHALL BE APPLIED IN A-2 SPECIFICATIONS specified nails I A-1 TITLE SHEET m each end I THE FOLLOWING MANNER,APPLY A 19- CMST14 Hole Pattern i CD _ INCH STRIP OF UNDERLAYMENT FELT A-3 DEMOLITION PLANS ILL 02 PARALLEL TO AND STARTING AT THE A-4 RESCHECK ENERGY CALCULATIONS 0 N I EAVES, FASTENED SUFFICIENTLY TO A-5 RESCHECK AND THERMAL BARRIER PLANS O HOLD IN PLACE.STARTING AT THE EAVE, A-6 SHEARWALL CALCULATIONS 1 TIE DOWN DETAIL - CMST14 2 SECOND FLOOR TO FIRST FLOOR DETAIL I o3 APPLY36-INCH-WIDE SHEETS OF A-7 FOUNDATION & ROOF PLANS A-7 NOT TO SCALE A-7 NOT TO SCALE I X I UNDERLAYMENT, OVERLAPPING A-8 CONSTRUCTION PLANS SUCCESSIVE SHEETS 19 INCHES (483 A-9 ELECTRICAL PLANS& PLUMBING RISERS MM),AND FASTENED SUFFICIENTLY TO A-10 ELEVATIONS&SECTION A-10 I 04 05 A-10 HOLD IN PLACE. DISTORTIONS IN THE A-11 DETAILS BLOCKING @ 48"O.C. MAX IN FIRST ~ U I UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE ROLLED TWO FRAMING SPACES AT EACH _ 1-3/4"X 9-1/4"LVL RIDGE 'SISTERED'TO 1-3/4"X 9-1/4" LVL RIDGE'SISTERED'TO END 2"X 4"CONTINOUS LATERAL (2) 10d NAILS F X C° EXI TING RIDGE EXISTING RIDGEFIN ASPHALT ROOFING TO SEAL)OVER '/z" AS BRACE @ 6`4'O.C. N @) FLOOR FRAMING 10)8d NAILS I PER SECTION R 05 11..1 ANDANG R 015.2.7 OF THE 2020 RCNYS (AS PER SECTION CEILING JOISTS 1 R905.5.3 OF THE 2020 FBCR OVER 2"X 6" ROOF RAFTERS 16" O.C.. _ GYPSUM BOARD I 1co (2)2" X 4" POST FROM RIDGE TO WALL 5d COOLER NAILS @ 5"O.C. W 04 BELOW. (TYPICAL FOR FOUR) f NO ROOF RIDGE VENTILATION WITH Q� XISTING EXISTIN z XISTING EXISTINGI 05 SHALLOW PITCHED ROOFING.VENTILATE 2"X BLOCKING AT LAST TWO I Ili 1= ROOF WITH GABLE VENTS. 5/8" MIN.T&G PLYWOOD FLOOR CEILING JOIST BAYS O SHEATHING GLUED AND SCREWED iXii WITH STAGGERED JOINTS 2"X 4" BLOCK NAILED TO EACH BRACE OIF WITH (4) 10d NAILS z_ I NO. DESCRIPTION DATE 2"X BLOCKING FULL DEPTH OF JOIST 1 ISSUED FOR DESIGN REVIEW. 1-27-25 ~ 5d COOLER NAILS @ 7"O.C. INTO BLOCKIN I X I 1-1/4"X 20 GAUGE STEEL COILED STRAP#CS20 AS MFG'D. w 2 ISSUED FOR DESIGN REVIEW. 1-30-25 FLOOR JOIST BY SIMPSON WITH MIN. 12" BEARING ON STUDS 3 ISSUED FOR DESIGN REVIEW. 1-30-25 (10)8dNAILS GABLE END RIM L— — - - _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - J JOIST 4 ISSUED FOR PERMIT. 4-9-25 ENDWALL STUDS 3 END WALL CEILING/FLOOR BRACING r4'� CEILING BRACING AT GABLE END WALL q A-7 NOT TO SCALE A-7 NOT TO SCALE A-10 PLEZE LENGT 110 MPH FASTEST. CONNECTION SPACING 12 1 16 19.2 24 ROOF FRAMING MILE WIND SPEED CS20 COIL STRAP UPLIFT CONNECTOR- (STU WALL HEIGHT UNIT LATERAL MULTIPLIER NG IN INCHES) 1.00 1.33 1.60 2.00 DOUBLE TOP PLATE TYPICAL AT ALL KING STUD TO TOP PLATE MULTIPLIER (FT.) FRAMING LOADS CONNECTIONS) 12"MIN. BEARING ON STUDS 171 213 ALL STRAPPING TO BE INSTALLED 16"O.C. 249 UNLESS OTHERWISE NOTED.A CONTINUOUS 14'-0" 284 CV CONNECTED PATH MUST BE PROVIDED FROM CAD File Name: VEGLIANTE REVISION 4.1ayout 1B=o^ 350 HEA E THE STUD TO THE GIRDER BELOW.ALL STRAP ROOF PLAN 20-0 383 STOCK NUMBERS SHOWN ARE FROM"SIMPSON SCALE: 1/4 IN= 1 FT Architect's Seal 1.TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.85 FOR r STRONG TIE CONNECTORS" H2A OR MTS3 FRAMING NOT LOCATED WITHIN 3'-0"OF CORNERS FOR BUILDINGS LESS THAN 30'-0" IN UPLIFT CS20 COIL STRAP(UPLIFT CONNECTOR- WIDTH (W), OR WITHIN W/10 OF CORNERS FOR BUILDINGS GREATER THAN 30,4, IN CONNECTORAT TYPICAL AT ALL HEADER TO JACK WIDTH. KI G EACH RAFTER AND CONNECTIONS) 12" MIN. BEARING ON STUDS 2.TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL.TO S LID STUD(TYPICAL) CS20 COIL STRAP(UPLIFT CONNECTOR) �c e D TYPICAL STUD TO BOTTOM PLATE AND DETERMINE CONNECTION REQUIREMENTS, MULTIPLY THE TABULATED UNIT LATERAL FRAMING LOAD BY THE MULTIPLIER FROM THE TABLE BELOW CORRESPONDING TO THE RIM JOIST CONNECTIONS) 12" MIN. BEARING ON SPACING OF THE CONNECTION. NO UP IFT I STUDS ONNE TOR STHD14RJ OR STHD14 TIE DOWN (UPLIFT 3.TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 33'-0". FOR MEAN ROOF I I�REQUI ED I I CONNECTOR)TYPICAL AT CORNERS OF HEIGHTS OF 15'-0"OR LESS,THE TABULATED\jALUES SHALL BE PERMITTED TO BE BUILDING,AT ENDS OF SHEARWALLS,AND 2 A MULTIPLIED BY 0.80. EACH SIDE OF DOOR OR WINDOW OPENINGS A-10 A-10 OF 6-0"WIDTH OR MORE 1 4.WHEN CALCULATING LATERAL LOADS FOR ENDS OF HEADERS/GIRDERS, MULTIPLY THE TABULATED UNIT LATERAL LOAD BY 1/2 OF THE HEADER GIRDER SPAN (FT.). r5 TOP PLATE SPLICING DETAIL r FRAMING AND UPLIFT CONNECTIONS I _ I A-7 SCALE: 1/2 IN= 1 FT A-7 SCALE:3/4 IN= 1 FT ( _I - - - - - - - - - - - - - - - - - - - - - - - - - - I -- - - - - - - EDWARD KOENIG u - - - - - I ARCHITECT H2A-UPLIFT CONNECTOR (TYPICAL) I W ALL STRAPPING TO BE INSTALLED 16"O.C. 4° UNLESS OTHERWISE NOTED NO STRAPPING REQUIRED WHEN COLLAR TIES ARE 1611 O.C. I I O ° A CONTINUOUSLY CONNECTED PATH MUST I I O BE PROVIDED FROM THE STUD TO THE tJi GIRDER BELOW. 2"X 4" COLLAR TIES 16" O.C. 1/3 ALL STRAP STOCK NUMBERS SHOWN ARE DOWN BETWEEN RIDGE AND CEILING W FROM"SIMPSON STRONG TIE JOISTS ( I w CONNECTORS" 3 I I I I 1 _ + + + + www.EDWARDKOENIG.COM - + + + + A-10 I I I I A-10 Fasteners(in.) DFISPAllowablaLcads UOliftwith SPFIHF Allowable Loads Uplift with Model J1x 0.131"x1 h"'` D,131°X i+ ^ code Architecture Firm: No. Da Ta To Uplift Lateral(150) Nails uplift Lateral(i60) Naits Ref. FLAT CEILING RIDGE _ _ �— _EXISTING BEAM 6 RPiatos Studs (160) F1 F2 (i60y (160) F1 F2 (160)WA 181(S (210131K1I7i15)p131x1+R ®525 �13J_ 55i 1_ _ I 495 � 130t y55» —� IBC.Ft LAB EDWARD KOENIG — ARCHITECT Cn D I I PO BOX 1051 150 I I � — — I I COMMACK�, NY NS MEMORIAL HWY. A RANOT FTER TO STUD WALL DETAIL - H2.5A SCALE a ROO/FINRIDGE - FLAT CEILING I I o 631-948-7030 (cell & text) U- z — I I Website: www.EDWARDKOENIG.com z ALL STRAPPING TO BE INSTALLED 16"O.C. DOOR AND WINDOW HEADER I x _ FASTENING SCHEDULE A CONTINUOUSLY CONNECTED PATH MUST BE X 1Lt — Project Title: ROUGH OPENING FRAMING REQUIREMENTS FOR LU PROVIDED FROM THE STUD TO THE GIRDER WINDOW OPENINGS(IN ACCORDANCE WITH WOOD n BEAM AS PER FOUNDATION PLAN FRAME CONSTRUCTION MANUAL 2018 EDITION) �L BELOW. ALL STRAP STOCK NUMBERS STORY VEGLIANTE SECOND D LALLEY COLUMN WITH WELDED TOP CAP SHOWN ARE FROM "SIMPSON NOTATION A B C D E F SECURED TO BEAM WITH FOUR LAG STRONG TIE CONNECTORS" OPENINGS I I I I DEAN VEGLIANTE SCREWS 2'-0" 2 (1)2'X4- 1 1 1 , ( I I I 5165 PECONIC BAY BLVD. 4•-0" 4 (1)2"X4' 2 2 22 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J I LAUREL, NY 11948 H2A OR MTS30 UPLIFT 6,-0' (2)2-X4- CONNECTOR(TYPICAL) 6 (1)2"X6 3 3 3 3 3 —� deanvegliante@gmail.com STEEL COLUMN WITH WELDED BASE AND CS20 COIL STRAP(UPLIFT e'0" (2)2•X4' — — — — — — — — — TWO 3/8" GALV. BOLTS SCREWED AND CONNECTOR-TYPICAL AT 8 OR 3 3 3 3 DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 EPDXIED INTO CONCRETE PIER WITH 7" MIN. 101-0• 10 (2)2•X6. 4 4 4 a ALL HEADER TO JACK 12'-0• 12 (2)2"X6' s 4 5 a EMBEDMENT CONNECTIONS)WITH 12" NOTATION: A II MIN. BEARING ON STUDS A-NUM113ER.1TABLE BA PAGE3tl6N)AILS@ EACH END OF STRAPPINGS(TABLE 3.7,PAGE 157)& V Sheet Title I I I B-NUMBER 19 SILL STUDS-ON FLAT(DOES NOT APPLY TO ODORS)(TABLES FOUNDATION & ROOF STHD14 OR STHD14RJ 3.23B,PAGE 193) (UPLIFT CONNECTOR) C-NUMBER OF FULL HEIGHT KING STUDS@ EACH SI DE OF HEADER(TABLES DED 14" INTO 3.23C,PAGE 193) POURED CONCRETE PAD, SEE FOUNDATION C ETE (TYPICAL AT D-NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT KI NG STUD TO END OF HEADER @ EACH SIDE(TABLE 3 7,PAGE 157)a(TABLE 6A,PAGE 316) PLANS PLAN FOR SPECIFICATION. RNERS OF BUILDING E-NUMBER OF JACK STUDS@ EACH END OF HEADERS(TABLES 3.22F,PAGE 191) AND AT ENDS OF ASSUME DOUBLE HEADER F-NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END SHEARWALLS) OF SILL(S)@ EACH SIDE(DOES NOT APPLY TO DOORS)(TABLES 3.8,PAGE 157)8 (TABLE 6A,PAGE 316) FOUNDATION PLAN I I Drawing No. 9 METAL COLUMN 10 WINDOW/DOOR CONNECTION DETAILS A-7 NOT TO SCALE A-7 NOT TO SCALE A=7 OF 11 SHEETS w w Copyright of Architectural Drawings-These plans are protected by WINDOW SCHEDULE (J CONSTRUCTION PLAN KEYNOTES federal law and are subject to copyright protection as an w _ "architectural work"under section 102 of the copyright act, 17 3D w -J REV. NO. NOTE CODE REF. U.S.A. as amended December 1990 and known as Architectural REV. ID# EXT. WIDTH HEIGHT DESCRIPTION LUMBER HEADER MANUFACTURER TEMPERED EGRESS CODE 01 SECOND FLOOR TIE DOWN TO FIRST Works Copyright Protection Act of 1990.These drawings are ELEV. O Of O of FLOOR, provided as an instrument for construction for the construction Of w project at the address shown on the title block of the drawings and ANDERSEN 400 w = EE DOOR AND WINDOW SCHEDULES 2 A w = REINFORCE EXISTING WINDOW HEADER g a cn A-10 A-10 a 02 they may not be used for any project other than that listed at the 02 38 1/8" 56 7/8" DOUBLE HUNG 2"X6"X41 5/8"(2) SERIES TW3046 FOR STRUCTURAL HEADER SPECIFICATION WITH (2) 1-3/4"X 5-1/2" LVL HDR. address shown on the title block without the written consent and N PROVIDE CLOSETS WITH WIRE SHELF compensation of the architect.This protection includes but is not ANDERSEN 400 TW3046 9 35'-4" 03 AND COAT ROD. limited to the overall form as well as the arrangement and 03 38 1/8" 56 7/8" DOUBLE HUNG 2"X6"X41 5/8" (2) SERIES composition of spaces and elements of the designs. Under such 9 1 01 01 O (3)2"X 4" POST WITH SOLID BLOCKING protection, unauthorized use of these plans,work or home 2'-6" 8'-4" 8'-4" 8'-7" 3,-4" 4'-2" A-7 A-7 04 TO BEAM BELOW represented, can legally result in the cessation of construction or ANDERSEN 400 buildings being seized and/or monetary compensation to Edward 09 26 5/8" 36 7/8" DOUBLE HUNG 2"X6"X30 1/8" (2) SERIES TW20210 1 18> 1 1 0 PERFORATED PERFORATED 05 (3)2"X 4" POST WITH SOLID BLOCKING Koenig. ANDERSEN 400 SHEAR WALL LINE A A SHEAR WALL LINE TO FOUNDATION WALL BELOW. 17 38 1/8" 56 7/8" DOUBLE HUNG 2"X6"X41 5/8" (2) SERIES TW3046 SHEET INDEX ANDERSEN 400 v 14'-11" 8'-2" wo 11'-1° NO. TITLE 18 38 1/8" 56 7/8" DOUBLE HUNG 2"X6"X41 5/8" (2) SERIES TW3046 A-1 TITLE SHEET A-2 SPECIFICATIONS U NmK A-3 DEMOLITION PLANS ANDERSEN 400 A-4 RESCHECK ENERGY CALCULATIONS 19 38 1/8" 56 7/8" DOUBLE HUNG 2"X6"X41 5/8" (2) SERIES TW3046 � 03 ®- A-5 RESCHECK AND THERMAL BARRIER PLANS A-6 SHEARWALL CALCULATIONS A-7 FOUNDATION & ROOF PLANS ANDERSEN 400 1 01 F- Z I Tl A-8 CONSTRUCTION PLANS 20 38 1/8" 56 7/8" DOUBLE HUNG 2"X6"X41 5/8" (2) SERIES TW3046 A-7 Cl) ®�, I 03 01 1 A-9 ELECTRICAL PLANS & PLUMBING RISERS 04 A-7 A-10 ELEVATIONS&SECTION ANDERSEN 400 z A-11 DETAILS L21 BO M 22 1/8" 36 7/8" DOUBLE HUNG 2"X6"X25 5/8" (2) SERIES TW18210 3 U 2"X 4"STRONGBACK A-10 (CONTINUOUS) o A-10 WINDOW NOTES: c � X N N 1.ALL WINDOWS TO BE ANDERSEN SERIES 400 WITH LOW E GLASS. O , � CV N <0 t- EXTG. BDRM#3 DOOR SCHEDULE k5 02 EXTG. BDRM#2 LO 3D 02 z _ REV. ID# EXT. WIDTH HEIGHT DESCRIPTION LUMBER HEADER MANUFACTURER CODE can ELEV. - - - -, - - - - - - - _ - - - � r- - - - ao - 03 1 18" 80" SWING 2"X6"X23" (2) MASONITE 15'-0" ' �_ 2' 0" 1 V-8' uu 04 � 28" 80" SWING 2"X6"X33" (2) MASONITE lie NO. DESCRIPTION DATE 1 ISSUED FOR DESIGN REVIEW. 1-27-25 uo 05 I] 30" 80" SWING 2"X6"X35" (2) MASONITE 2 ISSUED FOR DESIGN REVIEW. 1-30-25 3 ISSUED FOR DESIGN REVIEW. 1-30-25 06 Ing 0g 28" 80" SWING 2"X6"X33" (2) MASONITE 4 ISSUED FOR PERMIT. 4-9-25 WWII 0o LIGHT AND VENTILATION 07 lug 36" 80" SWING BIPART 2"X6"X41" (2) MASONITE CALCULATIONS ROOM NAME: BEDROOM# Io ROOM SIZE: 205.00 SF 08 28" 80" SWING 2"X6"X33" (2) MASONITE A WINDOW CODE REQUIRED LIGHT: 16.40 SF REQUIRED VENTILATION: 8.20 SF IW A-10 TW3046 10.31 SF 6.20 SF TW3046 10.31 SF 6.20 SF rill TW2842 8.23 SF 4.64 SF E09 �� 24" 80" SWING 2"X6"X29"(2) MASONITE TOTAL PROVIDED: 28.85 SF TOTAL PROVIDED: 17.04 SF 11 PASSES CODE: YES PASSES CODE: YES CAD File Name: VEGLIANTE REVISION 4.1ayout LIGHT AND VENTILATION FINISH SCHEDULE CALCULATIONS Architect's Seal ROOM NAME: BEDROOM#2 ROOM NAME FLOORS I FLOOR AREA WALLS I CEILINGS SECOND FLOOR CONSTRUCTION PLAN ROOM SIZE: 234.00 SF TOTALS: SCALE: 1/4 IN= 1 FT WINDOW CODE REQUIRED LIGHT: 18.72 SF REQUIRED VENTILATION: 9.36 SF TW28210 5.23 SF 2.98 SF TW3046 10.31 SF 6.20 SF TW3046 10.31 SF 6.20 SF TOTAL PROVIDED: 25.85 SF TOTAL PROVIDED: 15.38 SF PASSES CODE: YES PASSES CODE: YES LIGHT AND VENTILATION i CALCULATIONS 2 A ROOM NAME: BEDROOM#3 A-10 ROOM SIZE: 263.00 SF IF- -TT m WINDOW CODE REQUIRED LIGHT: 21.04 SF REQUIRED VENTILATION: 10.52 SF � - - - TW28210 5.23 SF 2.98 SF TW3046 10.31 SF 6.20 SF 1 TW3046 10.31 SF 6.20 SF SEE DOOR AND WINDOW SCHEDULES CEO DOOR TOTAL PROVIDED: 25.85 SF TOTAL PROVIDED: 15.38 SF FOR STRUCTURAL HEA ER SPECIFICATIONS I 12111 PASSES CODE: YES PASSES CODE: YES EDWARD KOENIG - ARCHITECT ANDERSEN DOUBLE HUNG WINDOW FINISHED FLOOR OPENING CONTROL DEVICE PART 1 5 LEVEL Nm #9021975 OR EQUAL IN COMPLIANCE _ _ _ TOP OF _ I F- ®Z WITH SECTION R312.2.2 OF 2020 RCNYS PLATE Y l io z I O co I ih :N EN _ -J ' ANDERSEN CASEMENT WINDOW L U I °° p - W I 03 I b OPENING CONTROL DEVICE PART --- r EXTG. KITCHEN OJ ° #9051541 OR EQUAL IN COMPLIANCE IN o u_ WITH SECTION R312.2.2 OF 2020 RCNYS z 06 09 WINDOWS SILLS 24"OR LESS AFF AND � M � 08 pp GREATER THAN 72 ABOVE EXTERIOR WWW.EDWARDKOENIG.COM M o X ADJACENT GRADE OR OTHER EXTERIOR FINISHED FLOOR A-10 05 A-10 SURFACE REQUIRE WINDOW OPENING LEVELco PROTECTION IN COMPLIANCE WITH NO WINDOW OPENING - (2)] 1 Architecture 7-1/4" LVL BEAM WITH 1 1/2" Architecture Firm: SECTION R312.2 OF 2020 RCNYS ti ti GUARD REQUIRED FOR _ - _- - _ STEEL FLITCH PLATE BOLTED WITH 1/2" DIA. �DWARD KOE.N_L� - ARCHITECT INDOW SILLS HEIGHT - - BOLTS @ V-6" O.C. "STAGGERED"(FLUB ) 05 GREATER THAN 24"AFF FINISHED GRADE cn - - 1'- 12'-6" PO BOX 1051 cU) - - 150 VETERANS MEMORIAL HWY. 1 WINDOW GUARD TYPICAL ELEVATION ° _ _ - 04 COMMACK, NY 11725 A-8 SCALE: 1/4 IN= 1 FT O L 631-948-7030 (cell & text) EXTG. LIVING Z RENOV. BDRM#1 w Website: www.EDWARDKOENIG.com JOIST NOTCHING AND BORING LIMITATIONS LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS z y1 - Project Title: JOIST SIZE MAX. HOLE MAX. NOTCH DEPTH MAX.END NOTCH STUD SIZE MAX. HOLE MAX.NOTCH DEPTH 2"X 4" NONE ALLOWED NONE ALLOWED NONE ALLOWED 2"X 4" 1-3/8" 7/8" IX -1� VEGLIANTE SECOND STORY D 2"X 6" 1-1/2" 7/8" 1-3/8" 2"X 6" 2-3/16" 1-3/8" 2"X 8" 2-3/8" 1-1/4" 1-7/8" 2"X 8" 2-7/8" 1-13/16" - 2" 3" 1-1/2" 2-3/8" NOTE:IF HOLE IS BETWEEN 40%AND 60%OF STUD DEPTH,THEN STUD DEAN VEGLIANTE 2"X 12" 3-3/4" 1-7/8" 2-7/8" MUST BE DOUBLED AND NO MORE THAN TWO SUCCESSIVE STUDS ARE 17'-2" 3 2-3' 11 -6„ 5165 PECONIC BAY BLVD. DOUBLED AND SO BORED. LAUREL, NY 11948 AVOID SQUARE CORNERS NON-LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS N 917-686-3279 IN NOTCHES AND HOLES STUD SIZE MAX. HOLE MAX.NOTCH DEPTH 917-68 Il 279 mail.com MAX. LENGTH - D/3 2"X 4" 2-1/8" 1-3/8" 9 @9 - 2"X 6" 3-5/16" 2-3/16" DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 D/6 MAX. D/4 MAX. 2"X 8" 4-3/8" 2-7/8" 2" MIN FROM TOP A A-10 Sheet Title AND BOTTOM OF D/3 25%MAX.DEPTH OF STUD 0%MAX.DEPTH OF STUD p /3 MAX. D/4 MAX. JOIST D/6 MAX. y MAX. CONSTRUCTION -A--AT ENDS 0 O BORED HOLE AND NOTCHES MAY NOT LOCATED IN SAME BORED HOLE AND NOTCHES CROSS SECTION OF STUD ✓MAY NOT LOCATED IN SAME O O / CROSS SECTION OF STUD PLANS OUTER 1/3 OF SPAN MIDDLE 1/3 OF SPAN OUTER 1/3 OF SPAN BORED HOLE MAX.DIA.NOT TO BORED HOLE MAX.DIA.NOT BORING AND NO NOTCHING HERE BORING AND EXCEED 40%OF STUD DEPTH. TO EXCEED 60%OF STUD MAINTAIN 5/8"MIN.FROM EDGE DEPTH.MAINTAIN 5/8"MIN. NOTCHING BORED HOLES NOTCHING OF BORING TO EDGE OF STUD. FROM EDGE OF BORING TO ALLOWED ALLOWED ALLOWED NOTE: D= DEPTH OF JOIST(INCHES) EDGE OF STUD. FIRST FLOOR CONSTRUCTION PLAN 2 NOTCHING LIMITATIONS LOAD BEARING STUDS NON-LOAD BEARING STUDS SCALE: 1/4 IN= 1 FT Drawing No. A-8 SCALE:3/4 IN= 1 FT A=8 OF 11 SHEETS TRAP SIZE ELECTRICAL PLAN KEYNOTES Copyright of Architectural Drawings-These plans are protected by federal law and are subject copyright It1Ghe5 T ROOF VENT THROUGH REV. NO. NOTE "architectural work"under section 102 of the copyright act, 17 PLUMBING FIXTURE MINIMUM j ct to co ri ht protection as an CODE REF. TERMINATION HEIGHT 2 COMPLY WITH PROVIDE SMOKE DETECTORS, U.S.A. as amended December 1990 and known as Architectural SECTION P ON T O GH RCNYS.VENT HARD WIRED WITH BATTERY BACK Works Copyright Protection Act of 1990.These drawings are Bathtub(with or without shower head and'ar UP, IN EACH BEDROOM,AND IN provided as an instrument for construction for the construction ( 11/ PENETRATION THROUGH ROOF SHALL BE whirlpool attachments) z SIZED IN COMPLIANCE WITH SECTION EACH COMMON HALLWAY ON EACH WATER CLOSET 3" P3103.2 OF 2020 RCNYS TO MITIGATE FLOOR OF HOUSE. INTERCONNECT project at the address shown on the title block of the drawings and EFFECTS OF FROST CLOSURE. they may not be used for any project other than that listed at the ALL DETECTORS SO WHEN ONE address shown on the title block without the written consent and SIGNALS,ALL WILL SIGNAL. SMOKE Clothes washer standpipe 2020 RCNYS R314 compensation of the architect.This protection includes but is not 01 ALARMS SHALL BE INSTALLED NOT 2020 FCNYS limited to the overall form as well as the arrangement and Dishwasher (on separate trap) 11/2 ATTIC LESS THAN 3'0" HORIZONTALLY 907.2.10.2 composition of spaces and elements of the designs. Under such Floor drain 2 FROM THE DOOR OR OPENING OF protection, unauthorized use of these plans,work or home ' ��- - - - - -�- - - - - -�- - � - - - - - - - r - - ABATHROOMTHATCONTAINSA Kitchen sink(one or h^ro traps, with or _ _ _ _ _ I_ _ _ _ _ I_ _ I _ _ _ _ _ _ I_ _ _ represented,can legally result in the cessation of construction or -I -I BATHTUB OR SHOWER UNLESS buildings being seized and/or monetary compensation to Edward without dishwasher and food waste disposer) 11/2 THIS WOULD PREVENT 1 cuocu PLACEMENT OF A SMOKE ALARM Koenig. Laundry tub(one or more compartments) 1 !2 ' ' BY THIS SECTION. SHEET INDEX PROVIDE CARBON MONOXIDE Lavatory 11 14 AV IAV. I �, � _� - I DETECTOR, HARD WIRED WITH NO. TITLE Shot^rer(based on the total flow rate through W C. BATTERY BACKUP, IN EACH COMMON HALLWAY ON EACH SECTION 915 A-1 TITLE SHEET Y p y ra s showerheads and bod s ) I N 02 FLOOR OF HOUSE. INTERCONNECT � 2020 FCNYS A-2 SPECIFICATIONS Flow rate: I HOWE A-3 DEMOLITION PLANS SIGNALS,ALL WILL SIGNAL.5.7 gpm and less 11l2 SECOND i Y ALL DETECTORS WHEN ONE A-4 RESCHECK ENERGY CALCULATIONS FLOOR /� A-5 RESCHECK AND THERMAL BARRIER PLANS More than 5.7 gpm up to 12.3 gpm 2 i � A-6 SHEARWALL CALCULATIONS I''a`Tore than 12.3 gpm up to 25.8 gpm 3 TO EXISTING , ' A-7 FOUNDATION & ROOF PLANS WASTE MAIN / A-8 CONSTRUCTION PLANS l�flore than 25,8 gpm up to 55.6 gpm " C.O. A-9 ELECTRICAL PLANS & PLUMBING RISERS co so NOTE: A-10 ELEVATIONS &SECTION \ so so AS PART OF THE RENOVATION, PROVIDE SMOKE DETECTORS, A-11 DETAILS HARD WIRED WITH BATTERY BACK UP, IN EACH BEDROOM,AND IN 02 01 EACH COMMON HALLWAY ON EACH FLOOR OF HOUSE. BATHROOM#2 RISER DIAGRAM EXTG. BDRM#3 UN INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL NOT TO SCALE EXTG. BDRM#2 SIGNAL. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN TO" HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM BY THIS SECTION. AREAS OF EXISTING HOUSE WHICH ARE UNAFFECTED BY CONSTRUCTION,AND WHERE WALL AND CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE STRUCTURE, MAY BE TERMINATION HEIGHT ROOF VENT THROUGH ROOF. PROVIDED WITH BATTERY OPERATED SMOKE DETECTORS AS PER T 2 COMPLY WITH 2O20 RCNYS SECTION 314.6 EXCEPTION#2 AND 2020 RCNYS SECTION P RCNYS.VENT SECTION AJ601.8.1 AND BATTERY OPERATED CARBON MONOXIDE PENETRATIOONN THROUGH UGGHH ROOF SHALL BE SENSORS AS PER 2020 FCNYS SECTION 915.4.1.1 EXCEPTION 1.1 SIZED IN COMPLIANCE WITH SECTION AND 2020 RCNYS SECTION AJ601.8.2. NO. DESCRIPTION DATE SECOND P3103.2 OF 2020 RCNYS TO MITIGATE FLOOR EFFECTS OF FROST CLOSURE. 1 ISSUED FOR DESIGN REVIEW. 1-27-25 2 ISSUED FOR DESIGN REVIEW. 1-30-25 314'-HEN- - - - - - � - - - - - - - - - - - — - - " � � � � � _I �:I 3 ISSUED FOR DESIGN REVIEW. 1-30-25 4 ISSUED FOR PERMIT. 4-9-25 I I I I I I I I AV. IAV. c� I W C. I � I HOWE FIRST FLOOR TO EXISTING WASTE MAIN All C.O. CAD File Name: VEGLIANTE REVISION 4.1ayout SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4 IN= 1 FT Architect's Seal BATHR00M#1 RISER DIAGRAM NOT TO SCALE Ili (j' •'_ Z "�" 846 - - - - - - - - - - - ! - - - - F EDWARD KOENIG - - - - - - - - ' - ARCHITECT U, IUD o C0D Z� OQ EXTG. KITCHEN 777 002 --,// www.EDWARDKOENIG.COM R 'So R Architecture Firm: 0 0 EXTG. C1=L,t.AR O O FDWARD KOENIIG ARCHITECT PO BOX 1051 150 VETERANS MEMORIAL HWY. COMMACK, NY 11725 631-948-7030 (cell & text) RE I EXTG. LIVING NO L Website: www.EDWARDKOENIG.com (Project Title: 01 so I IUP � I D AN NTE 5E A 165PECONICBAYBLVD. L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LAUREL, NY 11948 F;� I rL - - - - - - - deanvegliante@gmail.com L 6-3279 deanvegliante@gmail.com DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 Sheet Title ELECTRICAL PLANS & PLUMBING RISERS FOUNDATION ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 I SCALE: / Drawing No. OF 11 SHEETS i ELEVATIONS & SECTION Copyright of Architectural Drawings-These plans are protected by 16 federal law and are subject to copyright protection as an KEYNOTES "architectural work"under section 102 of the copyright act, 17 A U.S.A. as amended December 1990 and known as Architectural A-10 REV. NO. NOTE CODE REF. Works Copyright Protection Act of 1990.These drawings are RIDGE 05 RIDGE 01 BLIND FLASH ALL INTERSECTIONS OF SECTION R903.2 provided as an instrument for construction for the construction 18.98 1 g,gg HORIZONTAL AND VERTICAL. 2020 RCNYS project at the address shown on the title block of the drawings and 12 _ they may not be used for any project other than that listed at the 1 2-11/16 - TRIM SPECIFICATIONS:4 VINYL N `�' CORNER BOARDS, 4"VINYL WINDOW address shown on the title block without the written consent and EXISTING ® cn 04 02 AND DOOR CASINGS,VINYL compensation of the architect.This protection includes but is not TOP OF PLATE LOUVERED SHUTTERS. limited to the overall form as well as the arrangement and TOP F PLATE composition of spaces and elements of the designs. Under such 15.83 15.83 03 4" EXPOSURE VINYL SIDING TO"BEST protection, unauthorized use of these plans,work or home MATCH" EXISTING. represented,can legally result in the cessation of construction or 12 21 07 ROOF TO RECEIVE SELF ADHESIVE buildings being seized and/or monetary compensation to Edward ICE BARRIER FROM INSIDE EDGE OF Koenig. EXISTIN 3 20 17 EXTERIOR WALL TO 3'-0" UP ROOF. 19 18 N 02 N EXTEND ICE ARRIER FOR CONTINU TYBTO FASCIA BOARD AND SECTION SHEET INDEX ti t` 04 R905.1.2 GUTTER ASSEMBLY. SEE THERMAL 2020 RCNYS NO. TITLE 01 AND MOISTURE SPECIFICATIONS A-1 TITLE SHEET (TYPICAL). A-2 SPECIFICATIONS FLOOR LEVELj:jiiI,FLOOR LEVEL ROLLED ASHPHALT ROOFING-240# A-3 DEMOLITION PLANS 8.67 8.67 ROLLED ASPHALT ROOFING OVER A-4 RESCHECK ENERGY CALCULATIONS TOP OF PLATE EXISTING TOP OF PLATE DOUBLE FULL COVERAGE A-5 RESCHECK AND THERMAL BARRIER PLANS Li 1i 8.00 8.00 WINTERGUARD WATERPROOFING A-6 SHEARWALL CALCULATIONS SHINGLE UNDERLAYMENT AS MFG'D A-7 FOUNDATION & ROOF PLANS 03 BY CERTAINTEED AS PER THESE A-8 CONSTRUCTION PLANS SECTIONS. (UNDERLAYMENT SHALL A-9 ELECTRICAL PLANS& PLUMBING RISERS 09 BE APPLIED IN THE FOLLOWING A-10 ELEVATIONS&SECTION _ MANNER.APPLY A 19-INCH STRIP OF A-11 DETAILS 0 03 02 - UNDERLAYMENT FELT PARALLEL TO 0 00 AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, 05 APPLY 36-INCH-WIDE SHEETS OF L OR LEVEL UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 >�o 0.00 FLOOR LEVEL MM),AND FASTENED SUFFICIENTLY 9 n 0 0.00 TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT GRADE LEVEL N GRADE LEVEL INTERFERE WITH THE ABILITY OF THE -2.00 -2•00 ROLLED ASPHALT ROOFING TO SEAL) OVER'/2"'CDX'PLYWOOD ROOF SHEATHING AS PER SECTION R905.1.1 AND R905.2.7 OF THE 2020 RCNYS (AS PER SECTION R905.5.3 OF THE 2020 FBCR OVER 2"X 6" ROOF RAFTERS @ NO. DESCRIPTION DATE 16" O.C.. 1-3/4"X 9-1/4" LVL RIDGE'SISTERED' 1 ISSUED FOR DESIGN REVIEW. 1-27-25 06 TO EXISTING RIDGE, CONTINUOUSLY SECTION VENTED. 2020 RCNYS 2 ISSUED FOR DESIGN REVIEW. 1-30-25 9" CONTINUOUSLY CONTINUOUSLY 3 ISSUED FOR DESIGN REVIEW. 1-30-25 VENTED BOXED EAVE OVERHANG, WITH 1"X 6" FASCIA, CLAD IN WHITE 4 ISSUED FOR PERMIT. 4-9-25 07 ALUMINUM BREAK METAL. FINISHED A WITH ALUMINUM LEADERS, GUTTERS, A-10 1 RIGHT ELEVATION AND DOWNSPOUTS AT EACH DOWN 2 REAR ELEVATION SLOPE EAVE OVERHANG (TYPICAL). A-10 SCALE: 1/4 IN= 1 FT A-10 SCALE: 1/4 IN= 1 FT 08 2"X 4"STRONG BACKS (CONTINUOUS) SHALLOW ROOF ICE SHIELD AND 09 UNDERLAYMENT. SEE THERMAL AND MOISTURE SPECIFICATIONS. 10 2"X 4"COLLAR TIES @ 16" O.C. CEILING ASSEMBLY-2"X 6" CEILING CAD File Name: VEGLIANTE REVISION 4.1ayout JOISTS @ 16" O.C.WITH ONE LAYER OF 3-1/2" R-15 KRAFT PAPER BACKED Architect's Seal FIBERGLASS INSULATION BATTS 11 BETWEEN JOISTS COVERED WITH AN ADDITIONAL LAYER OF 3-1/2" R-15 UNFACED FIBERGLASS INSULATION BATTS FOR A TOTAL R VALUE OF R-30 BETWEEN JOISTS COVERED WITH 1/2" v GYPSUM BOARD. 12 CONTINUOUSLY VENTED SOFFIT WITH ALUMINUM GUTTER i NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT BY VINYL 08 05 10 06 SIDING (SEE ELEVATIONS FOR MFG. AND SPEC.)OVER'TYVEK' HOUSE RIDGE RIDGE WRAP OVER 1/2" EXTERIOR GRADE 18.98 12 18.98 12 'CDX' PLYWOOD SHEATHING OR ' EQUAL OVER 2"X 6"WOOD STUDS iv 2-11/16 � iv 09 2-11/16 � 16"O.C. WITH 5-1/2" R-21 KRAFT @ ih 10 1 EXISTING co 13 PAPER BACKED FIBERGLASS O INSULATION BATTS BETWEEN STUDS TOP FPLATE TOP F ATE EDWARD KOENIG 15.83 IJ 15.83 ERED WITH 1/2" GYPSUM BOARD. 12 12 FASTEN 1/2" PLYWOOD WITH 8D 12 EXISTING COMMON NAILS @ 6" O.C.AT EDGE E>I TING 11 AND 12" O.C. IN FIELD AND FASTEN 1/ ARCHITECT 2" GYPSUM ATTACHED WITH 5D COOLER NAILS @ 7"O.C.AT EDGE `� `� PROP. BATH#3 LINEN H LLWA C _OSE1 AND 10" O.C. IN FIELD. ~ ~ 13 0 SECOND LEVEL FLOOR ASSEMBLY: 3/ 4" "CDX"TONGUE AND GROOVE 14 PLYWOOD FLOOR SHEATHING GLUED AND SCREWED OVER EXISTING FLOOR LEVEL FLOOR LEVEL FLOOR JOISTS. 8.67 8.67 INTERIOR WALL ASSEMBLY- 1/2" TOP OF PLATE TOP OF PLATE GYPSUM BOARD OVER 2"X 4"WOOD 8.00 8.00 15STUDS @ 16"O.C. COVERED WITH M!" k GYPSUM BOARD. 14 1-3/4"X 9-1/4" LVL RIDGE'SISTERED' 15 TO EXISTING RIDGE, NO VENTILATION SECTION R806 REQUIRED FOR 16 PROVIDE ROOF VENTILATION SHALLOW WITH 2O20 RCNYS WWW.EDWARDKOENIG.COM 80 5D RENOV, BATH#1 RENOV. BDRM#1 GABLE VENTS. o Architecture Firm: all EDWARD KOENIG - ARCHITECT PO BOX 1051 FLOOR LEVEL FLOOR LEVEL 150 VETERANS MEMORIAL HWY. 0.00 0 0.00 o COMMACK, NY 11725 BADE N GRADE LEVELN 631-948-7030 (cell &text) -2.00 -2.00 T Website: www.EDWARDKOENIG.com Project Title: VEGLIANTE SECOND STORY ADDIRM DEAN VEGLIANTE 5165 PECONIC BAY BLVD. LAUREL, NY 11948 L_ J 917-686-3279 deanvegliante@gmail.com DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 LEFT ELEVATION A SECTION A A-10 SCALE: 114 IN= 1 FT A-10 SCALE: 1/4 IN= 1 FT Sheet Title ELEVATIONS & SECTION Drawing No. /Ami 0 OF 11 SHEETS Copyright of Architectural Drawings-These plans are protected by CONTINUOUS BEAD OF CAULK SEALANT ATTIC INSULATION WOOD TRIMMER BEYOND federal law and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 MANUFACTURERS RECESSED WOOD HEADER U.S.A. as amended December 1990 and known as Architectural LIGHT ENCLOSURE Works Copyright Protection Act of 1990.These drawings are INSULATION BETWEEN JOISTS provided as an instrument for construction for the construction FILING JOIST BEYOND FOAM BAFFLE CHUTE VENTproject at the address shown on the title block of the drawings and they may not be used for any project other than that listed at the BETWEEN RAFTERS EXPANDING FOAM SEALANT AT 4" RIGID FOAM BOARD INSULATION address shown on the title block without the written consent and 1" RIGID FOAM INSULATION PERIMETER (R-30 MIN.) compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and ROUGH CUT AROUNDFOAM I TRIM OPENING TO WITHIN 1/2"OF composition of spaces and elements of the designs. Under such VENTILATION CHUTE.AIR SEAL LOW VOLUME EXPANSION FOAM AT ACH SIDE OF FOAM INSULATION protection, unauthorized use of these plans,work or home PERIMETER WITH EXPANDING WINDOW PERIMETER ROUGH OPENING LEVEL represented,can legally result in the cessation of construction or FOAM SEALANT INSULATION AT RIM JOIST, BETWEEN JOISTS buildings being seized and/or monetary compensation to Edward INSULATION BETWEEN Koenig. CEILING JOISTS CONTINUOUS BEAD OF CAULK SEALANT CONTINUOUS BEAD OF CAULK SEALANT 1/2" GYPSUM BOARD CEILING 1/2"GYPSUM BOARD TRIM SHEET INDEX 9 n n n� CONTINUOUS BEAD OF CONTINULOW VOLUME EXPANSION FOAM AT SEALANT PERIMETER NEOPRENE WEATHER NO. TITLE STRIPPING GASKET A-1 TITLE SHEETO(TYP(TYPICAL)US BEAD OF CAULK 1"RIGID FOAM BOARD CAULK SEALANT INSULATION VERTICALLY. WINDOW PERIMETER ROUGH OPENING INSULATION BETWEEN STUDS A-2 SPECIFICATIONS FOAM SEAL GAPS INSULATION BETWEEN RECESSED LIGHT FIXTURE FASTEN ACCESS PANEL SNUG TO TRIM WITH PERIMETER SCREW A-3 DEMOLITION PLANS S WALL STUDS A-4 RESCHECK ENERGY CALCULATIONS ACCESS PANEL A-5 I RESCHECK AND THERMAL BARRIER PLANS A-6 SHEARWALL CALCULATIONS 1 TOP PLATE AIR SEAL DETAIL 2 WINDOW HEADER AIR SEAL DETAIL 3 WINDOW SILL AIR SEAL DETAIL 4 RECESSED LIGHT FIXTURE DETAIL 5 ATTIC HATCH AIR SEAL DETAIL A-7 FOUNDATION & ROOF PLANS A-11 SCALE: 1 IN= 1 FT A-11 SCALE: 1 IN= 1 FT A-11 SCALE: 1 IN= 1 FT A-11 SCALE: 1 1/2 IN= 1 FT A-11 SCALE: 1 1/2 IN=1 FT A-8 CONSTRUCTION PLANS A-9 ELECTRICAL PLANS& PLUMBING RISERS A-10 ELEVATIONS &SECTION A-11 DETAILS CLOSED CELL INSULATION 1/2" 2"X 4"STUDS @ 16"O.C. VINYL SIDING THICK MINIMUM AT ALL BOX BEAMS (TYPICAL) 1/2" GYPSUM BOARD RIGID FOAM BOARD INSULATION OVER INTERIOR WOOD FRAMED WALL TYVEK HOUSEWRAP.ALL HOUSEWRAPTHICK,4"W CLOSED CELL INSULATION 1/2" KRAFT PAPER BACKED INSULATION 1/2"GYPSUM BOARD SEAMS TO BE TAPED AND SEALED ALL EAMS(DE(TYPICAL)MINIM OVER BETWEEN STUDS 2"X 4" END STUD PLYWOOD WALL SHEATHING w PLYWOOD SHEATHING PLUMBING PIPE (2)LAYERS 2" RIGID FOAM BOARD (TYPICAL) ELECTRICAL WIRE INSULATION INSTALLED DURING FRAMING 1"X 6" BLOCKING 0 SEAL HORIZONTAL JOINTS OF PLYWOOD O EXTERIOR WALL STUDS - DOUBLE TOP PLATE INSULATED EXTERIOR WALL WALL SHEATHING WITH CLOSED CELL (TYPICAL) SPRAY FOAM, 1" MINIMUM DEPTH BOTTOM PLATE OVER ROUGH �X FLOOR SHEATHING EXPANDING FOAM SEALANT NO. DESCRIPTION DATE AROUND NO. FIBERGLASS BATT INSULATION BETWEEN CLOSED CELL INSULATION 1/2" 1 ISSUED FOR DESIGN REVIEW. 1-27-25 _9X �Tx E=K � Q � � WALL STUDS THICK MINIMUM AT ALL BOX BEAMS (TYPICAL) WIRE SECURED TO STUD 2 ISSUED FOR DESIGN REVIEW. 1-30-25 EXTERIOR WALL SHEATHING 1/2" GYPSUM BOARD MUD SILL OVER FOAM SILL STUD 3 ISSUED FOR DESIGN REVIEW. 1-30-25 SEALER 4 ISSUED FOR PERMIT. 4-9-25 FOUNDATION WALL 6 STUD CORNER AIR SEAL DETAIL 7 WALL INTERSECTION INSULATION DTL. 8 PLYWOOD JOINT AIR SEAL DETAIL 9 PLYWOOD JOINT SEALING DETAIL 10 TOP PLATE PENETRATION SEALING DTL. A-11 SCALE: 1 1/2 IN= 1 FT A-11 SCALE: 1 1/2 IN=1 FT A-11 SCALE: 1 1/2 IN= 1 FT A-11 SCALE: 1/4 IN= 1 FT A-11 SCALE: 1 1/2 IN=1 FT CERAMIC TILE SURROUND-BEYON 1/2" CEMENT BACKER BOARD J�4' 4'_ �4' �4' PLYWOOD SHEATHING NAILING SCHEDULE ROOF SHEATHING WALL SHEATHING CERAMIC TILE SURROUND 0 � 0 � � � ® I-IT ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 THE CONSTRUCTION TYPE EXTERIOR SHEATHING-,,,,, SEU NTT DESIGNATION SHALL BE"1", "II", "III", "IV", O FIELD 12"O.C. 12"O.C. 6"O.C. 12"O.C. 12" O.C. CAD File Name: VEGLIANTE REVISION 4.Iayout INSULATED EXTERIOR WALL--_. UVVIZ MASTIC AT INNER LINER OR"V"TO INDICATE THE O 6" CONSTRUCTION CLASSIFICATION OF 3 EDGE 6" O.C. 6"O.C. 6" O.C. 6"O.C. 6"O.C. Architect's Seal CONTINUOUS BEAD OF CAULK SEALANT L W OL It r M INSULATED FLEXIBLE DUCT THE STRUCTURE UNDER SECTION 602 3 O A.ALL 1/2" EXTERIOR PLYWOOD SHEATHING TO BE SECURED 2"X 4" BLOCKING AT STUD CAVITY OF THE BCNYS U D R B TH UB O O O O O O WITH 8d COMMON NAILS OR 1 Od BOX NAILS. PATTERN AS EXTERIOR WALL 2 _ 1/4"THIN PROFILE WALL SHEATHING REFLECTIVE RED 5 INDICATED ABOVE PANTONE#187 3 B.FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS CONTINUOUS BEAD OF CAULK SEALANT 1/2"WIDE STROKE ® ® REFER TO"WFCM 2018 NAILING SCHEDULE"ON TITLE SHEET. (TYPICAL) TIE AT INNER LINER -� rem REFLECTIVE WHITE FIELD g� PLYWOOD FLOORSHEATHING TIE AT OUTER LINER WOOD FLOOR JOISTS DESIGNATION FOR STRUCTURAL O = c r' '•• DUCT BOOT OMPONENTS THAT ARE OF TRUSS INSULATION AT RIM JOIST TYPE CONSTRUCTION 0 O2 0131 O2 O3 .'_ �O "F" FLOOR FRAMING, INCLUDING U 1/2' GYPSUM BOARD GIRDERS AND BEAMS GABLE ROOF GREATER THAN GABLE ROOF GREATER THAN "R" ROOF FRAMING 10 DEG. PITCH,45 DEG. (MAX.) 10 DEG. PITCH, 45 DEG. (MAX.) WALL ASSEMBLY BELOW "FR" FLOOR AND ROOF FRAMING 11 SHOWER PAN AIR SEAL DETAIL 12 FLOOR DUCT AIR SEAL DETAIL 13 TRUSS INFORMATION SIGN 14 ROOF AND WALL SHEATHING NAILING SCHEDULE - GABLES A-11 SCALE:3/4 IN= 1 FT A-11 SCALE: 1 1/2 IN=1 FT A-11 SCALE:3 IN=1 FT A-11 NOT TO SCALE EDWARD KOENIG 1"MIN.AND 2"MAX. 1'O.C.MAX. ARCHITECT #8 SCREWS @ 12"O.C.AND 1" MIN.AND 2-1/2" MAX. FROM CORNERS, WITH 1-1/4"MIN. PENETRATION INTO WOOD o 0 0 0 0 0 0 0 o _o WALL. REINFORCE WITH 2"X 4" BRACING AS SHOWN AT r = _ _ _ THE MIDDLE AND BOTTOM OF THE STORM III III FOUR 1/4"PRESSURE RELIEF HOLES IN THE CENTER OF THE PLYWOOD TO RELIEVE PRESSURE DURING HURRICANE SHUTTER. SECURE 2"X 4"TO STORM SHUTTER ° o PANEL WITH 2" LONG#8 WOOD SCREWS @ 12"O.C. o II I III° 7/16" MIN.THICKNESS EXTERIOR GRADE PLYWOOD SHEATHING STORM SHUTTER WITH MAXIMUM CLEAR SPAN OF 8'-0". MAX. III II EACH STORM SHUTTER PANEL TO BE CLEARLY LABELED TO EACH CORRESPONDING WINDOW/DOOR ON THE o o RESIDENCE FOR PROPER COORDINATION AND PLACEMENT. SHUTTERS AND BOLTS TO BE STORED IN AN EASILY °III III° ACCESSIBLE AND DRY LOCATION. DASHED LINE REPRESENTS WINDOW BEYOND ° ° °III ° ° III° III I I ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS o 0 °III III° PER R613.6, R301.2.1.2,AND AS DETAILED HEREIN. www.EDWARDKOENIG.COM III III WOOD STRUCTURAL PANELS WITH A MINIMUM OF 7/16 INCH (11 MM)AND A MAXIMUM SPAN OF 8 FEET(2438 MM) —% L- - _— :J SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT 5 o— — — o — —0 — o o o o o SO THAT THEY SHALL BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT Architecture Firm: WITH THE GLAZED OPENING. PANELS SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. MULTIPLE PLYWOOD SHEET STORM SHUTTER ELEVATION VFW EDWARD KOEN IG - ARCHITECT ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN FOR OPENINGS LARGER THAN A SINGLE SHEET OF PLWYOOD, SECURE 2"X 4" BRACING AT MIDDLE AND SINGLE PLYWOOD SHEET ACCORDANCE WITH TABLE R301.2(2).ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BOTTOM OF PLYWOOD EVENLY SPACED,WITH THE 3-1/2"SIDE ATTACHED TO THE INSIDE OF THE STORM PO BOX 1051 STORM SHUTTER ELEVATION VEW BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET(10 058 MM)OR LESS WHERE WIND SPEEDS DO NOT EXCEED SHUTTER.ATTACH THE 2"X 4"S TO THE STORM SHUTTER WITH 2" LONG 10 GAUGE GALV.WOOD SCREWS @ 130 MILES PER HOUR(58 M/S). 12" O.C. BEFORE INSTALLING THE SHUTTER. 150 VETERANS MEMORIAL HWY. 15 COMMACK, NY 11725 GLAZED WINDOW OPENING PROTECTION DETAILS 631-9 ACK0 (cell &text) A-11 SCALE: 1/2 IN= 1 FT Website: www.EDWARDKOENIG.com Project Title: VEGLIANTE SECOND STORY ADDIMP DEAN VEGLIANTE 5165 PECONIC BAY BLVD. LAUREL, NY 11948 917-686-3279 deanvegliante@gmail.com DISTRICT 1000 - SECTION 128 - BLOCK 1 - LOT 13 Sheet Title DETAILS Drawing No. ML -11 OF 11 SHEETS