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Home My WebLink About49953-Z Aµ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY em. 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#: 49953 Date: 10/27/2023 Permission is hereby granted to: Kraus, Allen 145 Hicks St Apt A54 _........ _..� _.. Brooklyn, NY 11201 To: Construct additions and alterations to an existing single-family dwelling in an AE-8 Flood Zone as applied for. At premises located at: 110SecondAve., Peconic SCTM # 473889 Sec/Block/Lot# 67.4-20.6 Pursuant to application dated 10/16/2023 and approved by the Building Inspector. To expire on 4/27/2025. mm Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $504.00 CO-ADDITION TO DWELLING $100.00 Flood Permit $150.00 ---------- Total: $754.00 ... :._.............................. Building Inspector � = TOWN OF SOUTHOLD—BUILDING DEPARTMENT r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 +� Telephone 631 765-1802 Fax 631 765-9502 littps://www.southoldtowilnygqv Date Received APPLICATION FOR BUILDING PERMIT 1For Office Use Only PERMIT NO. + �- Building laspector. _ 0 ()(9,CT 1 Q ,p —J Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Departrntnt Town of Stita (tl,d Owners Authorization form(Page 2)shall be completed. Date:10.12.2023 OWNER(S)OF PROPERTY: Name:E. Allen Kraus SCTM#1000- . , 1000-67.-4-20.6 Project Address:110 Second Avenue, Peconic Phone#:917-626-6802 Email:allenkraus1 @gmail.com Mailing Address: 145 Hicks Street, A54, Brooklyn, NY 11201 CONTACT PERSON: Name:E. Allen Kraus Mailing Address:145 Hicks Street, A54, Brooklyn, NY 11201 Phone#:917-626-6802 Email:allenkraus1 @gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Hideaki Ariizumi, studio a/b architects Mailing Address:PO Box 444, Orient, NY 11957 Phone#:631 323 1426 Email:hideaki@studioabarchitects.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: []other '0),TV 0 O Will the lot be re-graded? ❑Yes 'BNo Will excess fill be removed from premises? Dyes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling I Intended use of property:Same as existing Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes LNO IF YES,PROVIDE A COPY. Q Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town fade. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name)m.E. Allen Kraus ❑Authorized Agent @Owner Signature of Applicant: ^� 2' S Date: STATE OF NEW YORK) SS: COUNTY OF id,(`\5j ) h^1 - {r3rGt Ltl being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0 h -y) 1p—� (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this q day of 20 Notary Public PI jISH B.S +NI Notary Pubs ic,state of New Yorh Qualified in Kings t;,minty (Where the applicant is not the owner) Commission Expires March 20,2026 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 SURVEY OF LOTS 78, -714, 102 110 N "MAP No. 2 PEGON I G 5HORE511 FILED 5EPTEMBER 13, Ig3O FILE No. 654 ( u I F 51TUATE: PEGONIG I I 1 i V s TOWN: 5OUTHOLD SUFFOLK COUNTY, NY 5GT# 1000 — 6-7 — 4 — 20.6 SURVEYED 12-10-0I S I 27 AMENDED 10-31-02, 11-18-02 0I-08-03, 01-15-03, 01-22-03 UNDER GON5TRUGTION 01—20-2006, i 01—26-2006 CERTIFIED T0= : _`. — DIRT ROADWAY ., �� ..kvE I w E. ALLEN KRAUS - - _ . COMMONWEALTH LAND TITLEry - IN5URANCE COMPANY ' AREA = I8 8g5 SF OR 0.43 A6RE5 `+ ELEVATION5 REF. NGVD '2g II ' E AA ArR . ... a 153.20' h I w SOT 6�. . TM 109 Lor 110 fft -� T a° r3 µ 5 e Lar a2 t ren Construction 3o ,..p � � Floor- over" -, � u " 2nd Floor_ L" * overhang M LOT 55405 " 98.80' X17" LOT LOT 108 80 LOT ' NOTES: 107 * MONUMENT o PIPE JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIG SGALE I"=30' RNERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Compagserver\pros\01\01-312I.pro V GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects .'PROJECT Addition to Kraus Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT, EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 1 /17 T.01 TITLE SHEET EACH DRAWINGS. 24190 Main Road � 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 /17 A.01 Site Plan Orient, NY 11957 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS 3 /17 A.02 Demolition Plans gly 3231426 +' Owner: THE [NEW YORK STATE (NYS) RESIDENTIAL CODE] OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4 /17 A.03 Foundation Level Plan glynis@studioabarchitects.com Allen Kraus NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 5 /17 A.04 First Floor and Mezzanine Floor Plan PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE mailing address: NYS FIRE CODE 6 /17 A. +•�•;;, 1'45 Nicks Street A54 NYS PLUMBING CODE ABOVE. 05 Second Floor Plan and Schedules PO Box 444, Orient, NY 11957 '+ Brooklyn, NY 11201 NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 /17 A.06 Elevations 1 NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 /17 A.07 Elevations 2 Phone: 718 624 5198, 917 626 6802 e-mail: akraus@implexpartners.com APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE NYS BUILDING DEPARTMENT. 9 /17 A.08 Building Section 1 TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10 /17 A.09 Building Section 2 client: OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. + ' 11 /17 A.10 Interior Elevations 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY Site Address: 110 Second Avenue 12 /17 A.11 Typical Window and Thermal Protection Details Allen Kraus 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: Peconic, NY 11958 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 13 /17 S.01 Structural Notes,Typical Details site address: BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF 14 /17 S.02 Foundation and Mezzanine Floor Decking Layouts 110 SECOND AVENUE PECONIC, NY 11958 Tax Ma #: 1000-67-4-20.3& 20.4 (1000-67.-4-20.6 as per Southold Town GIS) AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE NYS 15 /17 S.03 Second Floor and Roof Decking Layouts tel: 718 624 5198 p SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT 16 /17 MP.01 HVAC Layouts, Mechanic)and Plumbing Notes email: akraus@implexpartners.com NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) 17 /17 E.01 Electrical Layout c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. ` 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. tax map#: 1000-67-4-20.3, 20.4 architect: y•'. :, SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH studio a/b architects NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2003 AMERICAN NATIONAL STANDARD 24190 Main Road PRIOR TO PREPARING THE DRAWINGS. 6. Orient NY 11957 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. T;631 323 1426 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF ''::e-mail: glynis@studioabarchitects.com EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN". NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R302.9 (NYS RESIDENTIAL CODE). F 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10(NYS QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL CODE). 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR I . 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO FIXTURES,WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. � ,"�'' ..• CONTRACT. 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE '?+'',''' ,•..,',:',:',.' : , ZONED: R40 . .. .,, FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CG.RNERIN ' I' ' r',"' '},:'i�''' '�n'" ' ' ' ;';' .:;` ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. REQ. EXISTING PROPOSED ' LOT AREA................................ 40,000 .................... 18,895 ................... N/C, AS EXISTING ' �: . •: 1k'`. 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE LOT WIDTH ............................... 150 ......................... 153.2AS EXISTING FOLLOWING CONDITIONS: . LOT DEPTH ....... . . . .......... 175 ......................... 100+/-.................... N/C, AS EXISTING a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO FRONT YARD, PRIMARY ktlt'�4 ;''`�,"',:,:";''o..'?, ±til';1':4,'.° PERFORM THE CONTRACT WORK. (NONCONFORMING LOT) ..... 35 ........................... 36.02 36.02 AS EXISTING t b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. FRONT YARD, SECONDRY ...... 35 ........................... 64.47 .................... 64.47 AS EXISTING }+ 1 SIDE YARD 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF (NONCONFORMING LOT) ..... 10 ........................... 36.69 ...................... 36.69 AS EXISTING 2 SIDE YARDS ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. (NONCONFORMING LOT) ..... 25 ........................... 101.20 101.20 AS EXISTING ' � Yt•, V 61 7 la f REAR YARD 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSA RY FOR PROPER AND ACCEPTABLE (NONCONFORMING LOT) ...... 35 ........................... 36.69 36.69 AS EXISTING y �, s ° „, r L. ;�.,r,,�:+,•,. : CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR INDICATED. LIVABLE FLOOR AREA......•..... 850 MIN. ................ WINDOW NOTES: BUILDING AREA....................... HOUSE & DECK.... 1 656.57 ................ 1,656.57 AS EXISTING No. Description Date C1t, 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT COVERAGE ............................... 20% MAX. 8.77% 8.77°/ AS EXISTING 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, ............. .................. o NYS. SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE HEIGHT IN FEET...................:... 35 MAX. ................. 27.1 .................. 27.1 AS EXISTING DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR ^ 1I HEIGHT IN STORY 2 1/2 MAX. ............. 21/2 .................. 2 1/2 AS EXISTING REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, � GFA .......................................... 3211.88 MAX. ...... 72..63, 1,909.97 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS. _:. a�•,,�.:•." 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3, AND 2403. 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. PER SPECIFICATIONS. 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAJGE AS STOOLS. Al 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS ARE SHOWN AS NOMINAL SIZE. CODE COMPLIANCE: �+ 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, DOOR NOTES. PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. I.) Use(s)and Occupancy Classification(s): Single Family Residence 1. ALL EXTERIOR DOORS SHALL HAVE A r4.AXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 2. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 130 MP 2.) Height and Fire Area: 31 , 2 stories, as existing; Fire Area n/a , 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS 3.) Type of Construction. Type VB, 2x4(as existing) and 2x6 (addition) platform construction, as existing H 3 SEC. GUSTS. , REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. 4.) Structural Design criteria: Engineered. 5.) Framing elements: See Structural Drawings 3. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406(NYSBC). 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, 6.) Design load calculations: See Structural Drawings r SUMMARY M MAp\/ O F WORK AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY 7.) Glazing protection: Required (Wind Speed 130 mile zone; 0.3 mile(<1 mile)to coast line) �7 f� i UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY Provide Hurricane resistant rated windows and/or protection panels, as per Window and Door Schedule THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 8.) Load paths from roof to foundation: See Structural Drawings 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 9.) Nailing and/or connection schedule, framing details: See Structural Drawings OTHER NOTES: 1. MEZZANINE LIVING ROOM EXTENSION, EXTENDING TO A PART OF EXISTING UPPER DECK ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 10.)Means of Egrets�R310 Emergency Escape& Rescue Openings): See Window Schedule and Floor Plans 1.1 PARTIAL DEMOLITION OF UPPER DECK 11.)Plumbing riser diagram: new fixtures to be connected to the existing vent 1. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL NOTES. 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 1.2 INSTALL CMU FOUNDATION WALLS, TO BE USED FOR STORAGE 12.)Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings 2. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES. SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS g g 3. SEE A.XX FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS 1.3 BUILD LIVING ROOM E�:TENSION13.)Truss design drawings with certification: n/a 1.4 ADD PERGOLA OVER UPPER DECK NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 14.)Energy calculations from design professional: n/a (Prescriptive) ' 2. SECOND FLOOR MASTER BEDROOM EXTENSION, EXTENDING OVER EXISTING LOWER DECK 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. r.�.. 3. REPLACE WATER SUPPLY FROM WELL TC PUBLIC. EXISTING WELL SHALL BE KEPT FOR IRRIGATION 20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS: !. USE. CONTRACT DOCUMENTS. Health Department: Not Required. Numbers of bedrooms are the same AFF ABOVE FINISHED FLOOR INSUL. INSULATION DEC: Not Required ALUM. ALUMINUM INT. INTERIOR 21. COPYRIGHT©2022, STUDIO A/B ARCHITECTS q 4. REPAIR/REPLACEMET OF EXISTING BUILDING: THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS Board of Trustee: Not Required & AND 4:1 REPLACE SIDING BOARD DAMAGED BY WATER, CARPENTER BEE, AND/OR OTHER. L.F. LINEAR FOOT AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY Planning Board: Not Required APPROX. APPROXIMATELY L.P. LOW POINT +.,y. ;...; 4.2 REPLACE DECKING AND DECK RAILING DAMAGED BY WATER, CARPENTER BEE, AND/OR OTHER. ZBA: Not Required ARCH. ARCHITECT (`', 4'3 PROTECT WATER SUPPLY PIPE AGAINST FREEZING. THERE ARE TWO PROBLEMATIC AREAS: MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, q MAT. MATERIAL THE SUPPLY MAIN,WHICH SHALL BE PROTECTED AS PER DRAWINGS. PROJECT OR OWNER WITHOUT THE EXPRESS WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. FLOOD ZONE: AE8 @ AT MAX. MAXIMUM SOME EXISTING SUPPLY WATER SEEM LIKE RUN IN THE EAST EXTERIOR WALL. CONTRACTOR BLDG BUILDING MECH. MECHANICAL SHALL EXAMINE EXISTING PIPE LOCATION(S) RUNNING EXTERIOR WALL, AND RELOCATE THEM B.O. BOTTOM OF MEMB. MEMBRANE +' OUT OF THE EXISTING WALL (EX. PIPE TO RUN FLOOR TO INSIDE CABINET.) C.I. CAST IRON MIN. MINIMUM CL CENTER LINE MTD. MOUNTED CLG. CEILING MTL METAL p,RCH/T <.a;4,c ?';;;r, ,„ r° 5:ALL RELATED HEATING F><COOLING, PLUMBING AND ELECTRICAL WORK CONTROLLED INSPECTIONS: CLO. CLOSET N.I.C. NOT IN CONTRACT wQ�o PRI,zV FC'J, Nil' 1,.;' CMU CONCRETE MASONRY UNIT NO. NUMBER CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE NYS COL. COLUMN NOM. NOMINAL � r,�Q'•� .o ��••. BUILDING DEPARTMENT LOCATION MAP: OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. CONC. CONCRETE NTS. NOT TO SCALE �w CONT. CONTINUOUS PLY PLYWOOD i cc cc t r 11 1 f I •' T tHE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT O .IECT SITE C.J. CONTROL JOINT O.C. ON CENTER PRO LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. COR. CORRIDOR R RADIUS CU.FT. CUBIC FEET RAIL'G RAILING }�Y,`:;��.,, ,,,,;I,,r,,,� ,.;',':1; ,;�;:,.;�"'�'�,•`'�+ . .....� _ m. ...._�.,��. _........... .. z.. _...„� ... . . .a._ .. CU.YD. CUBIC YARD REINF. REINFORCING DIA. DIAMETER SITE SAFETY AND PROTECTION NOTES: DET DETAIL ( I r 1 • R.D. ROOF DRAIN tit READ. REQUIRED DIM. DIMENSION RM ROOM DIM DIMMER SF SQUARE FEET 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL JURISDICTIONAL AND OSHA REQUIREMENTS. DR. DOOR SIM. SIMILAR DWG DRAWING SPEC. SPECIFICATION �� "'`''':`''` '''" "?'''''''''' •°•`' '' E.J. EXPANSION JOINT S.S. STAINLESS STEEL 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL ELEV. ELEVATION STD. STANDARD "" ELEC. ELECTRIC STL. STEEL PROJECT INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION ° PROCESS. ENT. ENTRY TBD EQ. EQUAL TO BE DETERMINED I, ` TEL. TELEPHONE Addition to Kraus ' EQUIP. EQUIPMENT TH. THICKNESS ERV ENERGY RECOVERY VENTILATION T.O. TOP OF Residence EXIST. EXISTING TYP. TYPICAL 'NIO ,• EXT. EXTERIOR {4 U.O.N. UNLESS OTHERWISE NOTED +P,4,,,�,;I.,,, ,,I,,•. 1. ',,',,':'. � FF FINISHED FLOOR V.I.F. VERIFY IN FIELD + a ;r FIN. FINISH OR FINISHED W WIDTH FLASH'G FLAASOHING WD WOOD F.P. FIRE PROOFING W.R.B. WATER RESISTIVE BARRIER TITLE SHEET + " ' FT FEET WWF WELDED WIRE FABLIC GA GAUGE o;.+.,, •,,,, ,, ; ,,• „ ,,THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE OWNER WILL DECIDE FINAL INCLUSION OR NOT GALV. GALVANIZED CONTRACT. yw " a G.C. GENERAL CONTRACTOR GL. GLASS GWB OPTION. 1: " H OR HT GYPSUM WALL BOARD BASE BID: NEW SIDING, TRIM AND FASCIA: HEIGHT CLEAR WOOD SEALER (OTHER THAN WHERE SPECIFIED DIFFERENTLY) H.P. HIGH POINT Project number 22013 HRDWD HARDWOOD EXISTING SIDING, TRIM AND FASCIA: STAY AS EXISTING HRV HEAT RECOVERY VENTILATION Date 2/21/2023 � OPTION: NEW SIDING, TRIM AND FASCIA: STAIN WITH SEMI HVAC HEATING VENTILATING AND HA -TRANSPARENT"BLACK GANITE"STAIN. AIR CONDITIONING Drawn by Q EXISTING SIDING, TRIM AND FASCIA: POWER WASH AND APPLY SEMI-TRANSPARENT"BLACK HORZ. HORIZONTAL GRANITE"STAIN. 41 Checked by GB M CD T 01 W a Scale As indicated -12 Nil studio a/b architects 'f. 24190 Main Road Orient, NY 11957 STORMWATER RETENTION CALCULATIONS: RAIN GARDEN OVERALL AREA 631 3231426 glynis@studioabarchitects.com ROOF 568 SECONDIFLOORIA DATION studioabarchite TOTAL IMPERMEABLE SURFACE ADDITION AREA: 224 SQ. FT. APPROX. D/2 X 3 MIN. RAIN GARDEN REQUIRED AREA mailing address: ,Iri ;.";:,;,; `i''•'''''',i. s:,;'>','; . °1 224 SQ.FT. x 2 INCH/hr RAIN = 37.27CUFT PO Box 444 Orient, NY 11957 r(s,b� + y.'''^fl:' '.:',t;.u;,,i"; • , USE 6" DEEP RAIN GARDEN 37.27 CUFT,'6" = 74.54 SF REQUIRED a f WHILE, GROUNDWATER ELEVATION = EL. 1' +/- jl;r". „'"''!' AS PER 12" DEEP SOIL MEDIA: 1/3 SLOPE o SCREENED TOP SOIL CONSISTS OF client: USGS MAP OF GROUNDWATER CONDITIONS ON LONG ISLAND, MAXIMUM SAND 35-60% r,h, �'.,,{?:;'? NEW YORK IN 201 w - a Allen❑ Kraus SILT 30 55% CLAY 10-25% site address: Ili 110 SECOND AVE NUE PECONIC, NY 11958 r ; 'e. 6r;;"'i;1 '';, I I - tel: 718624 ",Y'.,I .{,,i,,,.rr, �'�,., i.,+�F,''>'i.., -I —I •.,� ,'{- 5198 I kf",:, <+•I,:'r„ I akraus@implexpartners.com FEEING FILTER FABLIC email: akraus Im I ,''.;r,; , 6" DEPTH DRAINAGE tax map#: 1 R NAGE MEDIA: 000-67-4-20,3 20.4 Irk, }',,,{,,, ;i,,+:r• ,,, i GRAVEL ell — AASHTO M-43. No. 67., 0.25"to 0.75" lar�4,°�:r, '• r 'r . VACANT — - ' FILTER FABLIC I -I�I-I�I-I�II�II�I I�II�I I I UNCOMPACTED {'+'''"'•'jai,r'; Q I — _ — _ —__—__—__—__—__—__—___L — _ TYPICAL RAIN GARDEN SECTION SUB GRADE w ' BURTIS PLACE - �,'' Z) (BUTRIS NUE)AVE Typical Rain Garden Detail ` 1/2" = 1'-0" NdT Q E 68. 7' t ,� ' I p f ' — Z 9) �, 0 `° ,.. Lu 00 �/� , PROP. 6" DEEP RAIN GARDEN VJ Op REQUIRED AREA: 75 SQ.FT. I OA AREA: 130 SQ.FT. '� / ADJUST THE FORM TO tt ' 36.02' t' 36 49' EXISTING GRADE AND TREES I -- W _ cook --- No. Description Date L j F— 00 a d EXIST. N I O~ Q I FRAME I C'7 J �- r 1, Z HOUSE d- LO LU PERVIO S i DWAY PROP.ADDITION i ON EXISTING DECK FOOTPRINT f,,,, ,'''\'n'ti;,.';',* .,., V V M Pt nedhaybales z o duri g cons truc6o. d' � � EXIST. 2-LEVEL O o LO DECK �1 y a { y r V 4 LU Z J O� jfj "''i riy �, .rr 'p4, is s,, ';ei.• I 3 JO I 4P1J;4' 'jr�t';', j•,r,,',4'!�•r,, '„ 'aylti;,'I';F^'" I 50'NO BUFhIER 4J,1`{;.',,LNr, 00 tm t �.1'1'�+kpl,5 ii,{'' f:'r'�' riG•' 'li'.;�'�.�I ,,,,�",'I' I {` � � �� \ '�"�rj^,,{51�':,Ju `r,'r„ i,{,:r •ISI,'' � � I ' �`� ��d' t?— � \ is 00. J)uj LL. I \ r O 00 1 '^ d R1� H/F �. + co ` Z Uj PROJECT Addition to Kraus Residence r. �� Site Plan Y r \ Project number 22013 2/21/2023 �f(` ,,�i;{'�;' Date �:Jy il4r;rS, �'+l i• 'is",1.,l.'.+I'a V, 0) x'77 ",r1 ,1,, Drawn by HA M d, Checked by GB Site Plan Cl A. 01 Co M r. Scale As indicated r'i��'.4�,';,1'i..I arc ,'' '' 'r'�i,�,',•', ! ' studio a/b architects . 1 24190 Main Road Orient, NY 11957 ' p 631 3231426 B B glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 1 1 - , 1 II ( ,UP j client: II I', III 11 ;i !I I I C i I UP - I I I I �I ,,. •;, ....... ....._--, .. __::::_::._-' ,I III ; Allen Kraus .... - -- - -- ; , III I ;; I , ' _....._. _ - ----..:---_-----......'_ j � site address: - : 110 SECOND AV.... ........._..... ENUE PECONIC, NY11958 ..... ....._.._.__ - Ii1 I tel: 718 624 5198 )- WSW........ ........... ..........-..._......�.___ .._...�.__1— j email: akraus@implexpartners.com 2 2 - - - - it ,,. . .........._.._......_....--....._......._.......... ......--—.....__.................._.. .--...__............_...................._ I j tax ma #: 1000-67-4-20.3, I i TIMBER PILE FOUNDATION I _.._..........._....................................-- .....---...__......._......._......__ i';i .! I I I �j I j04 , •. p 2 1:1••I ;� '' „ 1 ,' .......................`_...................... ... .__........... ..._..._..._....__ ',1..., AND GIRDER TO REMAIN, ,i TYP. __.... -- -- - ia tir, I .0 � l I II it ,I 1 3 3 I i , , I I _ •v,'1, •�: ..',I,� ..__.._._..__.......... . ... ......... I . I UP— if II f ! *y,l.,h•,'.,1'',.+ I,,.'.,",,.. ,' '1.•„', ,,, ..___ ......._......._..__—__........._......---- .... .........._ CUT EXISTING JOIST WHERE Y4 - EXISTING ON-GRADE NEW CMU WALL TO BE - - - . .__._.._..._ 1 1 a 1 ..... ..._.:_ -_ INSTALLED ____ ---..._ DECK AND STEPS TO -' -WALL , I I a 'YI I ,4 r. .r +`• r. .,,, !'' REMAIN - - ---- - _ _ -DEMOLISHED:_ I' I Y; ........... .. . ... .................... ,d a - _._.. ._.._..... --_ l j 44J'�i.�i4n:',�r,.,,r',I,t'•, ��,.,, r.+1,',•, 1 - d e 4 — — J� li \W0 Q4 .. 4 I, 1 , 4 I.t�lT��` 1� ',1 f � I, ,�. Y � rY' 1 i,•P I' P U ~ = i i i i �I = � i I ' I I' I I I Ii I SEE MEZZANINE i NINE ill II ' nBE- LITTON,� . w ® DEMO I I I (D WPLAN z JOSTS ( z0 WALL T'POST&CYLINDRICAL < Q Ili DEMOLISHEI ! ! I DEMOL FOUNDATION POST AND I ID ( ! I I g t i r ° ' 'REMOVED GIRDER TO U (ll III ( l I I U BE REMOVED 7 o a I j o a > , END OF JOISTS TO BE SUPPORTED I' WITH 2X6 ACQ ATTACHED TO NEW I I 5�1 --- -- MASONRY WALL _ (iN DECK TO I I POST&CYLINDRICAL I ” POST AND I I (REMAIN' FOUNDATION, AND GIRDER TO 1 if GIRDER TO REMAIN REMAIN No. Description Date I ® ® _._._....__............ __.._.—...._............ 9 II II ! ! III ` ',!:, __ ._.._..__........... . _' ...__._. ...... .............. . ..................___._.._..__ g - - - - - -- - - - •,, A C D E A C D E A C D E A C D E NO DEMOLITION EXCEPT NOTED Foundation Level Demolition Plan n First Floor Demolition Plan • � 1/8" 3 Mezznine Floor Demolition Plan 4 Second Floor Demolition Plan 1/8" = 1'-0" 1/8" = 1'-0" I I •4; ' IYlrl 1 i 1,r1�, �,IN• k r aa', a CO W L 0 cc -1144 ob li��,a4"j;;.; " ;l' ,,. Nr1+,,,;: r„'•`;rr,,a i,.;f q E Gr' r 9t�t,jil!i:,f,',,', ,!t r„r.ir r.t,• e� ',u' I 41t1',)'ili,I,•,I, !.clan+',. 'f: .1:1,1.,1 •4,'! {•y�'.i�`' 2�1•';I:' '''1':f ,,T,.' ',111 ,' 1.,'I �,�4!��7 i"•Q r;!^I;;,;, nr':., ,t�. :.4r�'phi,' �l , 1 PROJECT Addition to Kraus Residence Demolition Plans NOTES: 1. ROOFS TO REMAIN EXCEPT WHERE REQUIRED TO BE PATCHED 2. INSTALL SHORING UNDER EXISTING ROOF WHERE WALL TO BE DEMOLISHED Project number 3. ALL REMOVED WINDOWS AND DOORS TO BE STORED FOR REUSE i 22013 4.ALL DAMAGED OR POOR CONDITION EXTERIOR DECK AND RAILING TO BE REPLACED Date 2/21/2023 Drawn by HA T Checked by GB M o I•' ■ 2 r IL Scale 1/8" = 1'-0” F studio a/b architects B 24190 Main Road Orient, NY 11957 631 3231426 LOCATE EXISTING FLOOR INSULATION AND glynis@studioabarchitects.com NEW 7 1/4"R30 MINERAL BATT INSULATION, mailing address: SO AS TO SHAFT SHALL BE THERMALLY PO Box 444, Orient, NY 11957 B PROTECTED FROM EXTERIOR AND SOIL BELOW, BUT BE CONNECTED TO INTERIOR A.06 INSTALL FLOOR HATCH 1 � � client: Allen Kraus site address: 110 SECOND AVENUE PECONIC, NY 11958 1 CONTINUOUSLY SEAL ALL JOINTS tel: 718 624 5198 W/FLEXIBLE SEALANT email: akraus@implexpartners.com Itax map#: 1000-67-4-20.3, 20.4 3/4"PLYWD SHEATHING, EXISTING BLACK PAINTED FLOOR CONST. ON WRB ON 1/2"SHEATHING (TAPE ON ALL JOINTS) T-4" MIN. r ON 2X4 STUDS @16"O.C. -------- I z APPROX. LOCATION OF WATER SUPPLYil -------- First Floor FROM UNDERGROUND TO FIRST FLOOR 12 - 0 A.03 „ ________- i CONTINUOUSLY SEAL BETWEEN WALL AND TERMITE SHIELD W/FLEXIBLE SEALANT \-- PIPE ENCLOSURE: I TERMITE SHIELD �rzR 3/4 PLYWD SHEATHING, PAINTED BLACK — �= _ 1 I--I„—I I I ! I I—I ( I -----_ ON WRB - I-----'- ON 1/2"SHEATHING I _ _ __ ____I __ _ ;8 CMU, FULLY GROUTED, BLACK PAINTED ' ----- -.. ` �� —N ON INTERIOR SIDE _. _ ON 2X4 STUDS INSTALL 1 RIGID INSULATION _71/4 MINERAL ( — - ---__i- � I o- —z BATT INSULATION ON III-- I -- I-2"RAT SLAB ON BACK FILL( I_- 1--1 111 1 1-;- -- - - -- - INSTALL PIPE INSULATION— i -I -- --i I ----- - I I (---WATER _ _ I WATER SUPPLY PIPE:---- �- -' 1--- ---=--I= -I -- - - -- ---- �1 1 - WELLWATER( ( SHALL BE REPLACED WITH PUBLIC WATER I 7_7—= -- -- -- --- --- - ---- --- - 3' 4" M I N.II —f ----- - — --- - --- (BOTH WAY) No. Description Date Section thru Water Supply Pipe Protection EXISTING PILE FOUNDATION WITH FLOOR GIRDER,TYP. n Shaft A.06 2 I I 4 A.07 1 ADD ONE STEP, IF REQUIRED AS PER EXISTING GRADE 12"THREAD DEPTH,6"+1-RISE EXISTING BOARDWALK ` I RE-INSTALL WITHOUT SLOPE O O 6'-0" 4 =7F-I - I I II I I I. I II I I I I II I I II I I I I II I I I L_ I 2X2 CEDAR HORIZONTAL LATTICE WOOD SEALER, @ 4 1/2"O.C. ON VERTICAL 2X4 ACQ @4'O.C. a ON 8"CMU SEALED < �'2 .Storage' ,- 5 1/2" 5 1/2" 5 1/2" A.09 00 -5 c I I 6 f 8 CMU WALL SEALED,TYP. 7 EXTERIOR INTERIOR EXTERIOR INFERIOR EXTERIOR INFERIOR 8'-0" I ?- U-911 _0„ 12'-0" (esD ARCy�T ARll2FC�PROVIDE MIN. 36 SQ.IN. INSULATEDWALL TYPE 1: WALL TYPE 1.2: WALL TYPE 2: FLOOD VENT. ,I EXTERIOR: 1X4 CEDAR T&G PANELING, EXTERIOR: 1X4 CEDAR T&G PANELING, EXTERIOR: 1X4 CEDAR T&G PANELING, r," ► VENT OPENING BOTTOM SHALL BE HORIZONTAL,WOOD NATURAL SEALER 3/4" HORIZONTAL, SEMI-TRANSLUCENT WHITE STAIN HORIZONTAL, SEMI-TRANSLUCENT WHITE STAIN tz NO HIGHER TAN 12"ABOVE ON WRB(SELF ADHESIVE"BLUE SKIN") 3/4" 3/4" >1 023��`��-�� ADJACENT FINISHED GRADE ON 1/2"PLYWOOD SHEATHING 1/2" ON WRB(SELF ADHESIVE"BLUE SKIN") ON WRB(SELF ADHESIVE"BLUE SKIN") TF OF ON 2X6 STUDS @16"O.C. 5 1/2" ON 1/2" PLYWOOD SHEATHING 1/2" ON 1/2" PLYWOOD SHEATHING 1/2" Y INTERIOR: 1/2"GWB PAINTED 1/2" ON 2X6 STUDS @16"O.C. 5 1/2" ON 2X6 STUDS @16"O.C. 5 1/2" INTERIOR: 1/2"GWB PAINTED 1/2" INTERIOR: CEDAR 1X4 HORIZONTAL PANELING POLYURETHANE ON 3/8"GWB PAINTED 1 1/8" ® ® 5 1/2" 5 1/2" 0'-7 3/8" — — — — — — — — — — PROJECT Addition to Kraus 3 EXTERIOR INFERIOR INTERIOR INTERIOR EXTERIOR INFERIOR Residence Foundation Level Plan WALL TYPE 3: WALL TYPE 4: WALL TYPE 5: 1 2 EXTERIOR: 1X4 CEDAR T&G PANELING, INTERIOR PARTITION 8"(NOM.)CONCRETE MASONRY UNIT A.08 A.08 VE WRB(SELFOD WRBADHES NATR AL BLSEALER UE SKIN") 3/4" (WHERE PASTINGNTED WALL BECAME A PARTITION) SEALER, OR PAINTED ON 1/2"PLYWOOD SHEATHING 1/2" ON 1/2"PLYWOOD SHEATHING 1/2" ON 2X6 STUDS @16"O.C. 5 1/2" ON 2X6 STUDS 5 1/2" Project number 22013 INTERIOR: 1/2"GWB PAINTED 1/2" 1/2"GWB PAINTED 1/2" Date 2/21/2023 Drawn by HA Q co Foundation Level Plan WaILTypps Checked by GB IN A . 03CN 1 Scale As indicated + , - - - , ,'j' , , l• , 114',; _ I studio a/b architects I,II, 24190 Main Road . 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'; ,{,,1," � ;, ;'.I,„' ,u' I , I - --- - ---_ ----- ------ I __( ) - ',:.I,.t ., ,II,'I t,,',1 'I. ........................................ ............................... ............ ..................................... ,taY��"..r, .1 II,-, r .trig'. t1. - - _ -."------- ____-. .---'-'----�-- - - - .. ... __(: v '•, i'T j ��p ',s'�'•.r; :,'I+(" ''i''�r rt '"„ 1' .......... .... ..... 4444 4444.. 4444.... 2 ...4444.4444. ,y.Y AR� ,. 1,„ ,.,,,,'. ;...; ,f , 1 f�IYI 1,i.L,-i•.I 1 t � ; \l I� 7 �11 Lower Deck (:7 j I I 7I 11 �11C .a�� `�. :'• 'V''+'Ly�ia'{T,+II r ,I�rH + t��Jla,11,II1.,, �1 0 I ( '� Z }�, � A l �:' Ii•', t It, 11 I r 11 I I I II II� ,, 0 -9 12 -0' 1 -0 ( I -�w,i ,v.,/. 11,0 I I �r ,�+a t', 1 f ;14,Vi,�`11„I, ,''It 1IV,, 'I I'I - t, I ,t+��i' ..:, ,t',,,,., �, ;„ },'INb,.?,`4I,''i;•t" .4'' .n � ,,5� �,.,r•.1 ,' n.; f ,1 '' "', ,I" r. ,'+"',it' ''};i i1 l,':',��»l` , I j �!R£ ,1 /,`•C. f '� I \ V� r�` }� 0 1iIli n,' ',•I�q +,Irn4' ''•'111;,,:,, ''I.' : ® ® I 1 j I 1 G- `,ti E,d'�`` I„t"' ''�',° ','''I , , I j REMAINED EXISTING DECK 'i'��'�4 Il i'.'`.'�.',�'` ',`'rl�Di• �''1:�,1'�!,Ill's''',,,,l"-I � ! ! ! I( I',. 1 , ,1 hal - I i I Y�t,14yJ,"r I , 1 I �I t Y. O I �ti,�,L, i I A.16 I ,I M;''','`,I i t',I,i ,I'' „rig IY'� I', '� I i 4 1 _.1 -. ,,,..i i'`9r ,:'.,i, 1' i I I ( i PROJECT 1 !I ;3s;''',c';I�: I,' NEW 4X4 CEDAR POST II j o Addition to Kraus I FOR PERGOLA rn ;;III t:'' ,,,'.''I,:' I I I ;4, It ® ® I Residence - Q .1 i_ _.- , .._ , . .,_ .. .,.. _ 1 _ _f_ _ 4.44.4.__4.444..__._...._ ___ Q t I C, - - V S �' Q - - - - f 1 V I I ........ .... .. . ........... 1 ':I' .. . ,' 1 - 10 1/2" 1'-10 1/211 'rI, ,.I,'. . I 'I ;I 13'-9" " 3' 3" 11' 0" I 3 First Floor and y' A.06 A.06 Mezzanine Floor Plan '�I' - (: ) !' � I (: ) A C D E A C (: )D E '!, `,' 1 ' '''I' ` ' NO CHANGE ON THIS LEVEL OTHER THAN ! A.08 2 �',;�,I .''' STORAGE (SHOW TOP OF) ON FOUNDATION LEVEL 1 Project number 22013 ,t.'I A.08 A.os Date 2/21/2023 r,l,vI 1 First Floor and Foundation Level Plan nIr- Mezzanine Floor Drawn by HA Q 11 y'I I' Checked by GB M s,,1. o CI " , '' A. 04 co l�iy; .' a a `;YI: Scale = o �'1',i'.!I , . Y;,�IIa'`. f, ,: : ;'�°" , I 11 f #I! )I-++ f ,,II ,Xry ,! C ! , I!'�r ",Nl7:1;',J, 1tgf 'rr1,;; I1 ,, 'f ' `)If,k, :I�t.';,rI,, : 1-I 1, "Ill 4?'ll I'"I'',?:"},''rr jp,.'11,y,r'I"`I" r'"I. I,4, ' I n ,,,�,t. ,1 I y1°:�,1 ,;'II,,,,'1 f a" 't:,,, r..,,,,'.t ,,c. I 1 �V ; 1 Y,ttt, ` t " YP studio a/b architects �y4r.,.'..iii`'';'',"" -4, ,aI `; Alf _ w E D C B A of 2 3 studio a/b architects '�' Z c� 2 1 2 24190 Main Road C; g ? A.03 4 5 6 7 8 Orient, NY 11957 o:: A.08 + �: X A.08 631 3231426 •� glynis@studioabarchitects.com Ci cn w - LL:o Q I I I 2 mailing address: - PO Box 44 Orient, NY 11957 A09 EXISTING ROOF I I I 4 }„ ASPHALT SHINGLES EXISTING SIDING TO REMAIN NEW ROOF ASPHALT SHINGLES client: OPTIONALLY(OPTION 1): I I POWER WASHED AND STAINED SEMI- I I TO MATCH EXISTING , Allen Kraus TRANSPARENT"BLACK GRANITE". EXISTING 2FL EXTENSION FASCIA AND TRIM FOLLOW THE WALL ','rr"�,:;:;{,?,�'.,•"'. ,;''.,. ,,'',:';':' ;' . , - — NEW PERGOLA site address: MEZZANINE EXTENSION 110 SECOND AVENUE PECONIC, NY 11958 m 118 624 19 ak us ea am lex @' p partners.com tax ma #: 1000-67-4-20.3 20.4 ,�rI4 If•i , T, r� v' t' it EXI'STING SIDING TO REMAIN ot n k' O'PTIONALLY(OPTION 1): ,l ,•IFOWE R WASHED AND APPLY GEAR SEALER NEW CEDAR 4X4 POST i �� ,' 2O EXISTING RAILING WOOD SEALER REPAIR AS NEEDED � � .\ APPLY WOOD SEALER Second Floor _ — — — — — — — — - — — — — — — ' / \ 221 - 011 Second Floor COLUMN ,;•;;`!''I°,(OPTION 1): N Z 'POWER WASHED AND i'!+�•; STAINED SEMI- '� ;tRANSPARENT"BLACK FT '',GRANITE". Mezzanine Floor_ — Mezzanin — — — — — ','9,`,r;';{ I' ',,• ,; �t ' 16' - 8" _ e Floor 9 EXISTING RAILING ,�t,,,,,.„,;, ,., ,,, , ; „• , -EXISTING _.__- REPAIR AS NEEDED ,�, EXISTING RAILING s, REPAIR AS NEEDED WOOD APPLY WOOD SEALER SIDING APPLY WOOD SEALER First Floor111111 First Floor AiF wolt12' 0” k' ?, T I= No. Description Date �;'��,f;AI � �•' _--- EXISTING 6X6 ACQ CK-COLUMN N - - �;'. :; EXISTING RAILING NEW 1X4 CEDAR T&G V-GROOVED NO CHANGE ON THIS REPAIR AS NEEDED HORIZONTAL SIDING, WOOD SEALER J. . ELEVATION APPLY WOOD SEALER IF EXISTING WALL BESIDE TO BE STAINED (OPTION 1), THEN STAIN TO MATCH East Elevation 2 North Elevation 1/411 = 1'-0" 1/411 = 1'-011 EXISTING 1X4 CEDAR T&G V-GROOVED SIDING, NEW 2X2 CEDAR HORIZONTAL LATTICE @4 1/2"O.C. OPTIONALLY(OPTION 1), POWER WASHED AND WOOD SEALER STAINED SEMI-TRANSPARENT"BLACK GRANITE". ON 2X4 ACQ @4'0"O.C. FASCIA AND TRIM FINISH SAME AS WALL ON CMU STAIN/SEALER APPLIED 2 A B A.08 C D A.08 E i'i'i'111•, AVIA ' '''' EXISTING ROOF rit'.JI•F'.•1,II''','' "fl!S+• '1::',1r,i�'I, ' find,'?'''i{',;'�:',` ,',lr;<,';. ',:, ;;tir,:,,':;1•`' 1 EXISTING VERTICAL SIDING WALL, TRIM & FASCIA STAINED (WHITE) �i',A,�"ri'1.9 gip,'.t� ''r,.I+• 'y,' .. NEW FASCIA 1X6 CEDAR TO 2 -4 1/2" MATCH EXISTING FINISH SAME AS WALL, TYP. '�'°'.;,i`'"{�� ;.,:' ' ;+•'�'° ��''`'"' '� , ` NEW PERGOLA Exterior Finish Schedule '-Cy Location z;�0 AFi '2X8 CEDAR @16"O.C. c NEW TRIM 2X2 CEDAR TO ARI/ ,� Construction Exterior Finish Color Notes ,. iitf';4J`i,{'i'?,•,',n'h';".''1r,. ',,b'"';`I:;,•:' t . r� 2�l ,w4 MATCH EXISTING, FINISH SAME New Roof Asphalt Shingles match existing match existing 4 > NEW PERGOLA POST" AS WALL, TYP. New Fascia 1x6 Cedar Clear Sealed or Stained, same as wall Clear, "Black Granite"or"White" Paint Type G Ecoprocote Acri-So or �, r Y 4X4 CEDAR Yp p Y. � • �,., t { . ^t,:; t , :•, : Semi-Transparent Stain, Same as wall Type F, Ecoprocote TimberSoy Wood CLEAR SEALER s (i;� NEW WALL Stain, Facto Tinted ' f'7'4;t',',,{J1';;';'!''I:"I`;a. ''y:; ;'"'?;" 1X4 CEDAR T&G V-GROOVED HORIZONTAL SIDING d' 023 r� WOOD CLEAR SEALER, OR OPTIONALLY(OPTION 1), New Wall, except where stain is specified 1x4 T&G V-grooved Horizontal or Vertical Siding Clear Sealed Clear Paint Type G, Ecoprocote Acri-Soy T,9T 'A ''t 1'' °" "' r STAINED SEMI TRANSPARENT"BLACK GRANITE" (Base Bid) F OF .<. ',''i id, „': ' '' ' •' I \ New Wall, except where stain is specified 1x4 T&G V-grooved Horizontal or Vertical Siding Stained "Black Granite”Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy (OPTION 1) Wood Stain, Factory Tinted New and Existing Wall where Stain is 1x4 T&G V-grooved Horizontal or Vertical Siding Stained (New), Pressure washed and Stained "White"Semi-Transparent an an Type F, Ecoprocote TimberSoy EXISTING RAILING, REPAIR AS REQUIRED, POWER 9 WASHED, CLEAR SEALER specified (Existing) Wood Stain, Factory Tinted"White" New Trim 2x2 Cedar(siding wall); 1x4Cedar(CMU wall) Sealed or Stained, same as wall Clear, "Black Granite"or"White" Paint Type G, Ecoprocote Acri-Soy, or Second Floor Semi-Transparent Stain, Same as wall Type F, Ecoprocote TimberSoy Wood 221 - 011 Sta',n, Factory Tinted EXISTING 1X4 CEDAR T&G V-GROOVED SIDING, Existing Wall, Trim, and Fascia to remain Existing, repair/replace as needed. Remain as existing Repair and/or Replace damaged areas PROJECT INSTALL 4X4 Tinted "Black y Factor ,Wood Stain FASCIA AND TRIM FINISH SAME AS WALL CEDAR KNEE OPTIONALLY(OPTION 1), POWER WASHED, STAINED SEMI- (Base Bid) Existing Wall, Trim, and Fascia to remain Existing, repair/replace as needed. Pressure washed, and Stained "Black Granite"Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy Addition to Kraus BRACE TRANSPARENT"BLACK GRANITE". (OPTION 1) jil Granite" Residence .'.''•' EXISTING 6X6 COLUMNCLEAR SEALER, New Wall around Water Pipe Shaft 3/4"Plywood sheathing on 2x4 frame Stained "Black Granite"Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy Mezzanine Floor Wood Stain, Factory Tinted _ — 16' - gll - - - - - New Lattice on CMU wall 2x2 Cedar Clear Sealed Clear Paint Type G, Ecoprocote Acri-Soy Y - EXISTING RAILING, REPAIR AS REQUIRED, POWER New Soffit under Addition floor 1/2"AC Plywood Stained "Black Granite"Semi-Transparent Stain Paint Type F, Ecoprocote TimberSoy I WASHED, CLEAR SEALER Wo od Stain, FactoTinted xistin9Deck Existing, repair/replace as needed. Pressure washed, apply Clear Sealer Clear Paint Type G Ecoprocote t r' - SoY evations 1 INSTALL 4X4 i i T I T Existing Deck Railing Existing, repair/replace as needed. Pressure washed, apply Clear Sealer Clear Paint Type G, Ecoprocote Acri-Soy ''. ACQ KNEE ' ` - New Pergola Column 4x4 Cedar, sealed Clear Paint Type G, Ecoprocote Acri-Soy BRACE _ _ First Floor New Pergola Pergola Slots 2x8 Cedar, sealed Clear Paint T e G, Eco rocote Acri-So 9Y P Y p NEW CMU WALL — 12' - 011 New Foundation Wall CMU Stained "Black Granite"Semi-Transparent Stain Paint Type I, Ecoprocote SoyCrete Concrete Stain &Sealer, Factory Tinted STAINED ;Storage Level 9' - 0 3/4" Project number 22013 EXISTING DECK EXTERIOR FINISH NOTES: Date 2/21/2023 1. CONTRACTOR SHALL EXAMINE EXISTING CONDITION OF SIDING, DECKING AND RAILING. WHERE WATER, CARPENTER BEE AND/OR OTHER DAMAGES ARE FOUND, REPAIR AND/OR REPLACE AS NEEDED. Drawn by HA a 2. PROVIDE STAIN FINISH COLOR SAMPLES ON THE SPECIFIED MATERIALS, WHEN STAIN OPTION IS SELECTED. "' EXISTING DECK Checked by GB M COLUMN, TYP. MANUFACTURERS: ECO SAFETY PRODUCTS (www.ecosafetyproducts.com, 877 366 7547) N West Elevation 06 N 1/4" = 1'-0" N Scale As indicated I I'')1r'�r'i;l:rri7 S'h,Itif,r�•,'Ir"s'4r,''1:" ''`r;'"',',,.�,',1 i studio a/b architects 24190 Main Road Orient, NY 11957 a 1 7 6 5 4 4 5 6 T NEW ROOF 8 631 3231426ASPHALT SHINGLES TO glynis@studioabarchitects.com MATCH EXISTING NEW FASCIA 1X6 CEDAR NEW FASCIA 1X6 CEDAR mailing address: { EXISTING EXISTING 2FL EXTENSION SAME AS WALL 1=f��;4,.,i'�'r''';i• ' ,, ''' SAME FINISH AS WALL PO Box 444, Orient NY 11957 A ,4;� !'','•^, '.r;<'.; ',.. .,.,:, A.09 I ROOF NEW 1X4 CEDAR T&G V-GROOVED NEW TRIM EXISTING IFASCIA I 2 HORIZONTAL SIDING, SEMI=TRANSPARENT"WHITE" 2X2 CEDAR, STAINED (WHITE) SAME AS WALL A.09 client: STAINED STYLE TO MATCH EXISTING Allen Kraus ` I I EXISTING WALL site address: 1X4 T&G V-GROOVED 110 SECOND AVENUE PECONIC, NY 11958 HORIZONTAL SIDING, tel: 718 624 5198 POWER WASHED, ;.� . email: akraus@implexpartners.com STAINED (WHITE) tax map#: 1000-67-4-20.3, 20.4 NEW WALL 1X4 T&G V- ;,`'`'`'',' GROOVED EXISTING RAILING WALL NEW PERGOLA& \\ HORIZONTAL SIDING, REPAIR AS NEEDED, POWER PERGOLA POST =-- I STAINED (WHITE) WASHED AND STAINED SEMI- . \ "'TRANSPARENT"WHITE". Second Floor Second Floor EXISTING RAILING EXISTING RAILING `+'+•' ':'' ?''' REPAIR AS NEEDED EXISTING 6X6 COLUMN _ _ _ REPAIR AS NEEDED POWER POWER WASHED, APPLY — — — WOOD SEALER WASHED, APPLY WOOD SEALER Mezzanine Floor f 1 11 1 11 HE First Floor _ _ — — — ) — — J _ — _ First Floor to i" 12' - 0" �— 121 011 r 0:'11"'i ,� ,r , + , i , No. Description Date RIM '.„,`!Mezzanine Extension South Elevation n Second Floor Extension North Elevation ':1/4” - 1'-0" SV�4,•'1!Y 1 !qr :,�,y v A lyr,r I'1, ,{' 't"'a.)�{;'',?4'"r• "+",`+",S?',r''i` )FOR INTERIOR SIDE OF THE DECK RAILING ELEVATIONS " .t6;d',(',;''',r'''''`r'„ ""'''''''t;, ',''.`"',,f'SEE INTERIOR ELEVATIONS ,4�'4i';i','1��,�x'.11''' ;'.'.r i''rv', ,Y'',';1 r,:`j,•,.�, 4 ' NEW FASCIA 1X6 CEDAR SAME FINISH AS WALL EXISTING FASCIA I EXISTING TRIM :'�''!,;:{:; ,'`' :';,'`;;';,• „ SAME FINISH AS WALL SAME FINISH AS WALL NEW WINDOW EXISTING 1X4 CEDAR T&G V-GROOVED VERTICAL SIDING TO REMAIN, REPEATING EXISTING OPTIONALLY(OPTION 1), POWER WASHED AND STAINED SEMI-TRANSPARENT"BLACK GRANITE". FASCIA AND TRIM FINISH SAME AS WALL 2FL EXTENSION EXISTING I I I NEW 1X4 CEDAR T&G V-GROOVED EXISTING HORIZONTAL SIDING, SEMI- WINDOW "WHITE" TRANSPARENT WHITE STAINED TYP. Attic Level Qf. O r ..,, EXISTINGRAILING ING WALL REPAIR AS NEEDED, POWER _WASHED AND STAINED SEMI- TRANSPARENT"WHITE" — — _ Second Floor I I 22' 11 ;° -EXISTING RAILING REPAIR AS NEEDED POWER WASHED, APPLY ',''.WOOD SEALER PROJECT 1 ` Mezzanine Floor Addition to Kraus - — 16' - 811 yi'.r ',1 I' '! . { Residence ------------ qlYI Ii�'11 ' f C ,r,'n 4 yJi !I ! N't rY('1`5";;i•"r,'t,". ''1,„�'t U 1:?;t rn'¢;4.,,,4, ! — ----- - — ---- — —— —— First Floor Elevations 2 r I, EXISTING 4X4 RAILING POST SAME FINISH AS RAILING EXISTING 6X5 COLUMN Project number 22013 South Elevation Q Date 2/21/2023 411 _ 1 —011 Drawn by HA < ++,�'.,r' ' ` Checked by GB M A007 Scale 1/411 = 1'-011 Cl 4� studio a/b architects 24190 Main Road Orient, NY 11957 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: Allen Kraus site address: 110 SECOND AVENUE PECONIC, NY 11958 tel: 718 624 5198 email: akraus@implexpartners.com tax map#: 1000-67-4-20.3,20.4 8 7 A 09 4 NEW ROOF CONST.: 6 5 4 ASPHALT SHINGLES TO MATCH EXISTING --\ ON SHEET MEMB. ENTIRELY 2 EXISTING ROOF CONST ON 3/4"PLYWD SHEATHING A.09 ADDITION EXISTING ON 2X12 RAFTERS @16"O.C. HYBRID INSULATION: 3"CLOSED CELL SPRAY FOAM INSULATION (R19) + ADDITION EXISTING 7 1/4"MINERAL BATT INSULATION (R30) TOTAL R49 NEW ROOF CONST.: NEW PERGOLA TENSION BRACING ASPHALT SHINGLES TO MATCH EXISTING EXISTING ROOF CONST STAINLESS STL WIRE ROPE ON SHEET MEMB. ENTIRELY BELOW PERGOLA RAFTERS ON 3/4"PLYWD SHEATHING ON 2X12 RAFTERS @16"O.C. HYBRID INSULATION: 3"CLOSED CELL SPRAY FOAM INSULATION (R19) + 7 1/4"MINERAL BATT INSULATION (R30) TOTAL R49 No. Description Date } NEW WALL CONST: } ON WRB � INSTALL 34"X 7 1/4"LVL GIRDER 1X4 T&G,V-GROOVED SIDING S AT EXISTINGING RATER LEVEL ON 1/2 PLYWD SHEATHING RECEIVING EXISTING ROOF LOAD ON 2X6 STUDS @16"O.C. • //// i• 5 1/2"MINERAL BATT INSULATION(R23) ENSTUDS 2"X 31/2"ACO CLIP PIECE INSTALLED INSTALL(2)-1 3/4"X 9 114"LVL GIRDER > op ON WALL BETWEEN PERGOLA FOR RECEIVING EXISTING ROOF LOAD > NEW FLOOR CONST.: GIRDERS I MAPLE FLOORING ON T&G 3/4"PLYWD SHEATHING 1 ' \\` SHEATHING CUT — NEW 4X4 CEDAR POST NEW WALL CONST: �. .\ >'> ON 3/4PLYWD CUT INTO 1X4 T&G,V-GROOVED SIDING 7 1/4"MINERAL BATT INSULATION (R30) , EXISTING RAILING ON WRB ,' }} BETWEEN JOISTS ON 1/2"PLYWD SHEATHING ON 2X6 STUDS @16"O.C. 5 1/2"MINERAL BATT INSULATION(R23) BETWEEN STUDS — � Second Floor r 22' - 0" EXISTING RAILING , REPAIR AS REQUIRED , APPLY WOOD SEALER NEW FLOOR CONST.: 1/2"AC PLYWD, STAINED MAPLE FLOORING111 I CONTINUOUSLY ON T&G 3/4"PLYWD SHEATHING ON EXISTING AND NEW ON 2X10 JOISTS @16"O.C. --- ON 3/4" PLYWD SHEATHING -- 7 1/4" MINERAL BATT INSULATION (R30) BETWEEN JOISTS (2)-2X10 ABOVE DOOR Mezzanine Floor Mezzanine Floor 16' - 8" 167- 8" �P`�� HANGER � C7 4 Iw _ Y CC `. EXISTING DECK CONST. p INSTALL NEW LEDGER 1/2"AC PLYWD 1/2"AC PLYWDL EXISTING FLOOR CONST. I I 02 ,.14b INSTALL NEW KNEE BRACE TO RECEIVE EXPOSED(INSIDE OF STAINED �— ON EXISTING COLUMN EXISTING DECK THE STORAGE) t T of- JOISTS fJOISTS 'v EXISTING DECK POST z � I I FULLIY GROUTED �° — _ _ _ _ _ _ First Floor APPLY SEALER/STAIN 12' O" FOR REBAR 4"CONCRETE SEE STRUCTURAL WITH 6X6 WWF PROJECT DRAWINGS ON DAMPPROOFING ON COMPACTED FILL EXISTING ON GRADE Addition to Kraus --- (V N DECK WALKWAY Residence 0 0 REINSTALL WITHOUT SLOPE Storaqe Level 9' - 0 314" II=1 I=1 = 1= I=III=1 III-1 I-1 I-11I- 11111 Building Section 1 -1 I I1 1 1 1 1 1 1-1 11 -11 - - 11- 1 -1 Project number 22013 Date 2/21/2023 Drawn by HA Q II IIIIIII—III—III—III III III- N West-East Section thru Second Floor Checked by GB ti West-East Section thru Mezzanine Addition n Addition 1/2 - V-0A. 08 iN Scale 1/2" = 1'-0" IJIIYfi Ck✓,'ii 9,±,''';+,'• 'F;"•"^ 'Y. .il„ '`' 1 gg�,li 1 11'Y k,;aii'C,f!1''','' 7fi•t�'r' 'Y,';l:y ''i. '� studio a architects �•t • 24190 Main Road Orient, NY 11957 II`�'fY'.k".I;�'.''�''','• I � 631 323 1426 I,��•i,,",,,I!'' ,'' I'` 2 glynis@studioabarchitects.com mailing address: A B C D A.08 E , Orient, NY 11957 P O Box 444 NEW ROOF CONST.. ASPHALT SHINGLES TO MATCH EXISTING client: ON SHEET MEMB. ENTIRELY A.08 ON 3/4" PLYWD SHEATHING Allen Kraus ,'; ';•.;;' :,? ;' ON 2X12 RAFTERS @16" O.C. HYBRID INSULATION: site address: 3"CLOSED CELL SPRAY FOAM INSULATION (R19)+ 110 SECOND AVENUE PECONIC, NY 11958 7 1/4" MINERAL BATT INSULATION (R30) tel: 718 624 5198 TOTAL R49 I I email: akraus@implexpartners.com tax map#: 1000-67-4-20.3, 20.4 •;.+' EXISTING ROOF ' 13'-9" 3'-3" i' .5 1/2" 13'-3 1/2" 0'-5 1/2" 0'-5 1/2" Al. FASCIA 1X6 CEDAR TO MATCH EXISTING, TYP. 27/8+/- 12 7/8+/- I ';Its'ry 1�,?".;'�'f•, ,f,,:'' 4 `'i;� ',��'�'' •' I I � 5/8" DIA. STEEL ROD 2 7/8+/- `')i:.,� �,,r',+flea...;¢r, .t:,;,r�:.'``I•;,•1'.�`'• SUSPENSION BAR { ON BOTH SIDE WALLS Na4�.y", p�1n,iw 7�pis'+'tt' 'r,;,�" i. No Description Date tltl� JJ l fI r j�!;,�y,�,�1�4 f' hr,� 1 l',;` , •,� 1 . : \... N "� (h Second Floor 22' - Orf f M i• r,^ TYPICAL NEW WALL CONST: 1X4 T&G,V-GROOVED SIDING TYPICAL NEW FLOOR CONST.: - EXISTING 6X6 COLUMN , ON WRB MAPLE FLOORING ON 1/2" PLYWD SHEATHING ON T&G 3/4" PLYWD SHEATHING in ON 2X6 STUDS @16"O.C. ON 2X10 JOISTS @16" O.C. 5 1/2" MINERAL BATT ON 3/4" PLYWD SHEATHING INSULATION (R23) BETWEEN 7 1/4" MINERAL BATT INSULATION (R30) ;.� STUDS BETWEEN JOISTS y Mezzanine Floor 16' - 811 ,SOFFIT: 1/2"AC PLYWD NI STAINED F�+ SILL PLATE: 2x4 ACQ / 1/2"AC PLYWD `\ 1/2"AC PLYWD a \ STAINEDA./ EXPOSED \ STAINED i!VY r f O ?� First Floor o — — _ 12 0 HC)RIZONTAL LATTICE: 2x2 t if i,::<:`,'r;;•;.,,CEDAR @4 1/2"O.C.,WOOD \ / VERTICAL ACQ 2X4 @4' ;iyf,a ,,,,,� ;!, ',^• ,�^;, `rl; ^h " //{{ 4"CONCRETE Y�r1G4 ,',�r;,;,,,.' ^`'�, 'ir"i,,.•.',Ui�.8",CMU STAINED , WITH 6X6 WWF t. k.,1;�t-,s,',{•' ..4,�,•,.,,:�,�,,1 '„ ' CV ON DAMPPROOFING C PROJE T ,4; � ,�, rt f ,^ha , i•! , ; �'',� ON COMPACTED FILL Level Addition to Kraus 0 3/4" CMU, STAINED t r� Residence rt'�tYyk i� ,� 14 f ', hrlf Y, q rr; t t �__�--_----•—�.' . I '�f�l�"t�'•i:�'':'':.'I�i'fi+gl:'I rl•`,�p. '':',,,v.1 N;qr�,. t•' I':" Z r— " 0 9 =12 Orr 11-0 M uilding section 2 q11 ' Project number 22013 Date 2/21/2023 Drawn by HA N Nort-South Section thru Two Irvel Additions Checked by GB 4 ^� 1/2' = 1'-0" r , I • o co A. 09 f; ..I. Scale 1/2" = 11 -0" studio a/b architects C 1 A 1 C 10 4 2 7 8 C 1 24190 Main Road A.10 A.09 1 Orient, NY 11957 A.08 A.08 6313231426 EXISTING NEW LIFT-UP DOOR NEW WALL A.08 glynis@studioabarchitects.com PANELED WALL ON EXISTING OPENING HORIZONTAL PANEL CLEAR FIN. 1, Y� I mailing address: PO Box 444, Orient, NY 11957 EXISTING CEILING NEW PUSH- 2'-4 1/211 UP DOOR _ client: , i ; ON EXISTING Y�4,i,{ '•',�,,� 'r,;r}, :f:,,, ,,`,.,,. ' I OPENING I OPEN I Allen Kraus ;'r�; r':; 'r^• , r• NEW PERGOLA 10 AND GIRDER site address: lit, I„ t k I GWB PAINTED, A. '/ 110 SECOND AVENUE PECONIC, NY 11958 TYP. i ;,+f,5'14"i•',;;t,l'r''',+�,;"r,.1,1 k:,.�l;'�n.,.'1'4, 'I .t 1 - GWB WRAP GWB WRAP tel: 718 624 5198 EXISTING I EXISTING UPPER DECK NEW 4X4 EXISTING I NEW PERGOLA POST email: akraus@implexpartners.com '1�'r,4„)'`I�,,11ii,,+.,.,.r,M.v ',1,^f',,':`,:'I�l'• I GUARD RAIL CEDAR POST RAILING 4X4 CEDAR tax map#: 1000-67-4-20.3, 20.4 WINDOW GWB PAINTED, 1 ,' ` REPAIR AS REQUIRED 1 I REPAIR AS - WOOD SEALER,TYP. '11,1'' GWB yl PAINTED, M f �,,.,,;=1 .,,.;;•,, s': ,y..;;' , : — TYP. POWER WASH, N WOOD SEALER / i' APPLY CLEAR SEALER I REQUIRED OPEN TYP. OPEN I 1'- 10 1/2" 1'- 10 1/2" I 1 Iti _ 1X1 BASE, OPEN PAINTED 1X1 BASE, - }!�'��S�,'�'t",L.�`d;•'�'.'�''" '.,I;;.•, '�:.;,�'r;' ,,;•,;.'° PAINTED 4X4 CEDAR KNEE BRACING TYP. '�Y •.r i :•Ia ",,,fit,, ,}, Mezzanine Floor _ — VMezzanine Floor a�s�"..+,5•? Inf: °;';" ',t, Vi% -161 - 811 r _ ,r �} = 16 8 �'`•I{,,� F;r ' '. �I. GWB WRAP EXISTING RAILING �,ir, ,•• , REPAIR AS REQUIRED EXISTING APPLY CLEAR SEALER GUARD WALL Z� ji,' �• . 't '„ ;'; Living Room, Living Room Extension, and Living Room West L Living Room Extension East n Upper Deck South NEW KNEE BRACE ON 1/4" = 1'-0" 1/411 = 1'-0" 1/4" = 1'-Or. 1 771 11 EXISTING DECK COLUMN t I I TO GIRDER 4X4 ACQ Storax e Level I 9' 0 3/4" C A 8 7 4 2 A.oB NEW PERGOLA A.09 4 Upper Deck Interior West AND GIRDER 1/411 RX,y ' ; Ll2 08 I GWB WRAP CL G GWB WRAP A.08 No. Description Date tiuti,' •;' ,, ',, GWB PAINTED I , WALL OPENING DE GWB WRAP NEW 4X4 EXISTING UPPER CK i CEDAR POST LATTICED RAIL ` REPAIR AS REQUIRED GWB PAINTED, APPLY SEALER GWB PAINTED, TYP. TYP. 1X1 BASE, PAINTED ' a 1X1 BASE, PAINTED 1 �,,d.14''IS',.Ili:',��•,'C;:a" 't.'!: i.,'' :., }, t, Mezzanine Floor _ _ _ Mezzanine Floor °' 16' - 8" 16' - Al 6' - EQ. 2 — 11; —� O HINGE PIANO HINGE PIAN LivingRoom Extension and Upper Deck Liviri Room Extension West W n - 1n -1/4 - 1 -0 - 1 -0 f�I6 1 fLI j:iil 5 n�(N ,' i,ti115ifF ^+' 0 „r,,h z,., '`�ty f'Y�F DOOR PANEL: 3/4" BIRCH PLYWOOD N/NG y X 3')�2 / w + STAINED � _ i;"�ii., ,,•",,' , s,;,.^, I,., , , SEMI-TRANSPARENT Q MASTER BEDROOM "BLACK GRANITE" / �i�q PATCH EXISTING CEILING ' I w WHERE WALL IS REMOVED I i Qat3 ; 1 1 x� r Y -;. C 6 5 4 APPLY BEAD OF PRINTABLE i � s � =�• �;f�,� r.. C D SILICONE SEALANT AT THE !' \ r 2 2 CEILING JOINT 2 3 GWB WRAP A.09 NEW I EXISTING SECTION VIEW o +. NEW CLG EQ. EQ. EQ. GWB PAINTED, GWB PAINTED TYP. GWB WRAP @ 4'-0' +/- EXISTING WALL INSTALL LIFT-UP DOOR OPEN TO BELOW PROJECT ON OUTSIDE Addition to Kraus GWB EXISTING WALL OPENING DOOR W= OPENING W+ 3" i PAINTED, ■ �'P' EXISTING LIGHTING Residence FIXTURE, TYP. 1X1 BASE, PAINTED — 1X1 BASE, NEW LIGHTING DOOR PANEL 1X1 BASE, PAINTED FIXTURE PAINTED I , , , _ I Interior Elevations Second Floor _ Second Floor 0'- 1 1/2" o'- 1 v2° 22' 0.. 22' - 0" OPENING W= PLAN VIEW 2'-0" OR MEASURED SU ED MASTER BEDROOM Project number 22013 Date 2/21/2023 � `' " '' '•••'•''' '� Maste Bedroom Extension South Maste Bedroom Extension West n Master Bedroom Extension North Lift-Up Door Section 10 Q ? 1/4" = 1'-0" 8 1/411 = 1'-011 9 1/4" = 1'-0" = Drawn by HA Ln 1 1/2" 1'-0" O 77 '`,,,1, ^' ,, ^;. `• , Checked by GB L,�F,.i,�'1 �,d1• ,,t 'I .. CD A 1 0 N CD ScaleAs indicated 111'!`�,,'I,^`irr�tt� ,''ripe+r,f:,'?.,U' .1,•la„a 1 , F' ;{'• 01 �'i,�,' :,•j CMU SEMI- #5 VERTICAL REBAR studio a/b architects "i�,'•''r'71 '? '''•'" +� "' FLASHING TAPE TRANSPARENT @48"O.C. 24190 Main Road AS PER "BLACK Orient, NY 11957 GRANITE"STAIN ,'�',,, ;:,!',•", ' MANUFACTURER'S 1 (4)-#5 REBAR 631 3231426 INSTRUCTION FILL SPACE IN FULLY GROUTED CELLS glynis@studioabarchitects.com W/FLEXIBLE FOAM 1X4 SEMI- e =; a METAL FLASHING INSULATION TRANSPARENT mailing address: BLACK PO Box 444, Orient, NY 11957 SHIM GRANITE" � ,.4•` ;'q• , STAIN 2X2 CEDAR TRIM GWB WRAP W/CORNER BEAD BEAD OF SEALANT client: SEALANT Allen Kraus '�' CEDAR 1X2 ON 1xX (2)-1xXPAINTED UV PROTECTIVE SEALANT GWB WRAP CEDAR PANEL CEDAR 1X2 ON 1xX FULLY (2)-1xX POLYURETHANE W/CORNER BEAD ON 3/8"GWB UV PROTECTIVE GROUTED PAINTED site address: OR SEALER ',•:,�';,. 1X2 UV PROTECTIVE POLYURETHANE 8"CMU 110 SECOND AVENUE PECONIC, NY 11958 POLYURETHANE FILL SPACE W/FLEXIBLE SPRAY FOAM INSULATION OR SEALER (2)-#5 REBAR tel: 718 624 5198 { email: akraus@implexpartners.com tax map#: 1000-67-4-20.3, 20.4 SEALANT GWB WRAP W/CORNER BEAD 2X2 CEDAR TRIM FLASHING TAPE AS PER CEDAR SIDING ON WRB SEMI-TRANSPARENT ,.,,,..'..: MANUFACTURERS 6+ ON 1/2" PLYWD SHEATHING "BLACK GRANITE" 1X4 STAINED GWB CEDAR PANEL INSTRUCTION " FLASHING TAPE ON 3/8"GWB + a• ON 2X6 STUDS @16"O.C. STAINED !+ + CEDAR SIDING = AS PER ON WRB if " 'a MANUFACTURER' W/R23 MINERAL BATT INSULATION / �< S INSTRUCTION It 2X2 CEDAR TRIM, SAME FINISH AS WALL, TYP. Iji' I ON 1/2 PLYWD ' +''i f SHEATHING SEALANT, TYP. T ical Window Section Typical Window Plan Detail 1 1/2" = 1'-011 U 1 1/2" = 1'-0,. t Jai 1,,.•rt I n•• , ," , b'`+ ',Ii S.I��Yt.!j4,{'�,:t;i..',Nf'.•'�:� + Alf,l f�ty)'I�,jt,f�n:'��;1;;.tns,i',,�„Hl,ti,i.4"•t`, , h91<th';I,'1,5 ENERGY CODE COMPLIANCE NOTES: !, a{ Envelop: No. Description Date u + 4'`,{'I"''�a'?" 'r'„a'• r:r;1''' 4Plan Review 1 [103.1, 103.2]Construction drawings and documentation demonstrate energy code compliance for the building ;'.;',r , • Insulation Schedule +;i.' envelope. Thermal envelope represented on construction documents. r ;:;;'' ,•.'insulation# Construction Material Thickness, R value Note Insulation 2 [303.1]All installed insulation is labeled or the installed R-values provided. l+'” {) ' ``r”' {1 3 [303.2] Wall insulation is installed per manufacturer's instructions. Roof/Ceiling Hybrid, Closed Cell Spray Foam Insulation plus Mineral Wool Batt 3' R19 Spray Foam +7 1/4" R30 Batt, No Roof vent required 4 [303.1.1.1, 303.2] Ceiling insulation installed per manufacturer's instructions. Insulation between rafters total R=49 Fenestration Exterior 2x6 Walls Mineral Wool Batt Insulation between studs 5 1/2 R23 1 [303.1.3] U-factors of fenestration products are determined In accordance with the NFRC test procedure or taken 3 : Floor above unconditioned space Mineral Wool Batt Insulation between Joists 7 1/4", R30 from the default table. Air Leakage(5) Shim space around window and door Fill all along the shim space with flexible spray foam insulation 1 [402.4.1.1]Air barrier and thermal barrier installed per manufacturer's instructions. 2 402.4.3 Fenestration that is not site built is listed and labeled as meeting AAMA/WDMA/ A 1 1 . [ ] g CS 0 /I S.2/A440 or ROOFING has infiltration rates per NFRC 400 that do not exceed code limits. 3 [402.4.1.2] Blower door test @ 50 Pa. <=5 ach in Climate Zones 1-2 and <=3 ach in Climate Zones 3-8. SHEET WATERPROOF MEMB. Post Construction INSTALL ENTIRE ADDITION ROOF 1 [401.3] Compliance certificate posted. SHEATHING ; Systems: Plan Review 1 [103.1, 103.2,403.7]Construction drawings and documentation demonstrate energy code compliance for lighting and mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the IECC 2 [302.1,403.7] Heating and cooling equipment is sized per ACCA Manual S based on loads calculated per ACCA WOOD FRAME EXPANDING' SPRAY FOAM INSULATION Manual J or other methods approved by the code official. EXTERIOR SIDING FOAM SEALANT _ Systems f 1 [403.4] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF are insulated to>_R-3. '',�. • METAL DRIP 2 403.4.1 Protection of insulation on HVAC piping. i CAVITY INSULATION _ BATT INSULATION 3 [403.5.3] Hot water pipes are insulated to>_R 3, ;";,•'` WRB (SELF i I INTERIOR FINISH 1 Ducts ADHESIVE TYPE) / 1 [403.3.1] Supply and return ducts in attics insulated >= R-8 where duct is>=3 inches in diameter and>= R-6 where < 3 inches. Supply and return ducts in other portions of the building insulated >= R-6 for diameter>= 3 . 3/4" RIGID INSULATION / inches and R-4.2 for<3 inches in diameter. 2 403.3.5] Building cavities are not used as ducts or plenums. CONTINUOUS BEAD OF ADHESIVE i CEILING FINISH [ TAPE OR SEAL 3 [403.3.4] Duct tightness test result of<=4 cfm/100 ft2 across the system or<=3 cfm/100 ft2 without air handler @ ` ALL JOINTS 25 Pa. For rough-in tests, verification may need to occur during Framing Inspection. CONTINUOUS BEAD OF SEALANT 4 [403.3.3] Ducts are pressure tested to determine air leakage with either: Rough-in test: Total leakage measured CONTINUOUS BEAD OF SEALANT with a pressure differential of 0.1 inch w.g. across the system including the manufacturer's air handler enclosure TAPE ALL JOINTS FLOOR SHEATHING if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch HOR. AND VERT. w.g. across the entire system including the manufacturer's air handler enclosure. Mechanical and Water Heating t • INTERIOR FINISH 1 [403.3.2.1]Air handler leakage designated by manufacturer at<=2%of design air flow. 2 [403.1.1] Programmable thermostats installed for control of primary heating and cooling systems and initially set { i F O R NS LATION EXTERIOR SIDING by manufacturer to code specifications. Cyr 3 [403.1.2] Heat pump thermostat installed on heat pumps. \ CAVITY INSULATION 4 [403.6.1]All mechanical ventilation system fans not part of tested and listed HVAC equipment meet efficacy and WRB (SELF ADHESIVE TYPE) air flow limits, o� " 5 [403.2] Hot water boilers supplying heat through one-or two-pipe heating systems have outdoor setback controls y{,�;a' ..!• : „' SHEATHING V to lower boiler water temperature based on outdoor temperature.17 i� 6 [303.3] Manufacturer manuals for mechanical and water heating systems have been provided. Lighting p� 02g7U'l �O �'""� {''" ` ` ' ` ' 1 [404.1] 75% of lamps in permanent fixtures or 75%of permanent fixtures have high efficacy lamps. Does not `�r� OF apply to low-voltage lighting. CONTINUOUS BEAD OF SEALANT ppy g g g' ` FOUNDATION TO WALL CONNECTION EXTERIOR WALL TO ROOF CONNECTION 2 [404.1.1] Fuel gas lighting systems have no continuous pilot light. PROJECT l tr�•b{ r', III lit" ':1:;�','a ,!i,,; yt' , CONTINUOUS BEAD OF +, "Ir.n,,'. SEALANT ';��•��,.�.{�.I, ,,��; ,, ,"' '�: r 1.;.. , . Addition to Kraus EXPANDING FOAM ,\ Residence INT. FIN. SEALANT E WINDOW V'' :,,"� ; ',;,;''^ ;, ,'r:°,;q'" ,i •,•"' I WRB (SELF ADHESIVE TYPE) WRAP WITH SPRAY FOAM INSULATION INTERIOR FINISH EXPANDING I EXT. SHEATHING FOAM SEALANT If ` CAVITY — — — — ------- — --- ----- ii�'''`"''{'` - --- 1/2"X 2" BACK DAM ii SELF ADHERED MEMB. FLASHING INSULATION ,� t it ''{ SELF ADHERED MEMB. FLASHING CONTINUOUS BEAD OF SEALANT - Typical Window a n d CONTINUOUS SHEATHING BEAD OF SEALANT ection SELF ADHERED Thermal Prot LF ADHESIVE TYPE I WRB SE ( ) EXPANDING FOAM SEALANT MEMB. FLASHING SELF-ADHERED MEMB. Details + FLASHING \ WRB (SELF ADHESIVE METAL CAP FLASHING CAVITY INSULATION TYPE) SELF ADHERED MEMB. INTERIOR FINISH E WINDOW INTERIOR FINISH FLASHING � ,�,+' , • Project number 22013 SIDING Date 2/21/2023 WINDOW TYPICAL ELECTRICAL BOX ON EXTERIOR WALL „ Drawn by HA Q r ^•,'; , TYPICAL WINDOW JAMB TYPICAL WINDOW SILL TYPICAL WINDOW HEAD CD CD Checked by GB Thermal Protection Details V V 1. ,1 o 1 1/211 = 1 -0 A. 11 coCD N s +' Scale As indicated 4ie; ,4 ; ,,, , ,, , , , .GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME DESIGN CRITERIA CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) studio a/b architects TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA '!;• -'." 1 HE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD 24190 Main Road SNOW SPEED DESIGN DESIGN UNDERLAY HAZARD (h) Orient NY 11957 1., ''DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND WEATHER- FROST TERMITE DECAY 631 3231426 f',,+;,,,•'.,,' , LOAD (i) (mph) CATEGORY TEMP. (f) -MENT •,'s ,' :! ','` ",CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED ING LINE (c) (d) REQUIRED glynis@studioabarchitects.com TO THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN (g) DEPTH(b) -AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. mailing address: -CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 20 lbs 130 C SEVERE 3'-0" MODERATE SLIGHT TO 11 YES N/A PO Box 444, Orient, NY 11957 ":.' WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO HEAVY MODERATE fi�i '' ^{:'''°,,;r'.''.;'+,\,«• ?;; TO ALL APPLICABLE CODES STANDARDS, AND GOOD CONSTRUCTION PRACTICES, ALL.MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE `LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND DESIGN LOADS ,,. RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I., A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS client: SED IN CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. LOCATION LIVE DEAD DEFLECTION LIMIT ' Allen Kraus b4!',,{,•,` rv'',,;,'4c•i;, :,• ,, ,�".` 'A, LL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING SLEEPING 40LBS 10LBS L/360 '` „•'MATERIALS. 5,, 'CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 site address: '�f +� �' • ^ 110 SECONDAVENUE PECONIC, NY 11958 °,{PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE, TOWN OF SOUHOLD CODES, AND ATTIC (NON STORAGE) 10LBS 5LBS L/240 tel: 718 624 5198 ATTIC (STORAGE) 20LBS 10LBS L/240 SIMPSON H1 email: akraus@implexpartners.com ,,, ,M4 ;,l.,,,;,.,;,�,.,•R,;, ; .;,irrl,,,:i�,',;,,gLL.OTHER CODES AND RE=GULATIONS HAVING JURISDICTION. ' �4k", .?'r,.m;a� r,, ?•,,-„ ESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN ROOF W/FIN. CEILING 20LBS (SNOW) 15LBS L/240 ' .�5t't{.,;;,,',.',:. {,.,:�»,;'e:° ;;,;r:..•..$UILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE, VARIATIONS MAYBE REQUIRED. ITIS THE @EVERY ?, �,; ;:;, r;'F",'n''`i ` '' ;�':'`"'""'•'`RESPONSIBILITY OF THE PLAN PURCHASER CR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 I SIMPSON P tax map#: 1000-67-4-20.3, 20.4 a SO S 4 I'J ;;',,;`;z rtti ,n, '',ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF PITCH. SIMPSON LTS EVERY 'll,,t4;�;`{•, , �. , , y,,E,,`'7,',. . GONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. SIMPSON LTS @EVERY I @ r y t ,.COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. @EVERY SIMPSON SP1 „ RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS PROJECT. WIND BORNE DEBRIS PROTECTION @EVERY +,�,•A:�,�".'I';;`','S;,,' "'''.'`'` "',' ':9: •�SSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 WOOD STRUCTURAL PANELS WITH'A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, T.,ONS/SQ. FT. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. SIMPSON H10 k';''�,''t,' ;{:'•,; 1;b' ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. SIMPSON H2 @EVERY 1,1. `FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF T-0"COVER. FASTENER SPACING @EVERY SIMPSON 7 H 1;2., '.P,IER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12”THICK. FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT @EVERY I SIMPSON H7 1,i. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL <4 FOOT < PANEL SPAN < PANEL SPAN @EVERY l:';�,'•+'",'_ ! -CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE <6 FOOT < 8 FOOT SIMPSON H4 @EVERY ` FOUNDATION MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, - 9„ 2 1/2 WHICH IS THE RESPONSIE3ILITY OF THE PLAN PURCHASER OR BUILDER. #6 WOOD SCREWS 16 12 2 1/2”#8 WOOD SCREWS 16" 16" 12" 1,4. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER Alsc. STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS.) 1,5. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER, UNLESS NOTED OTHERWISE. a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. (NTS.) b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL Structural Details- Typical Wall to Roof " Lumber Design Criteria c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS g ;;�'. ;,'•,.' , •' Visually graded lumber d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING Connections 3 Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 1/2" = 1'-O" All values and factors are from the National Design Specifications for e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT 'Wood Construction NDS-2001. '�•'.," Extreme Fiber Stress in Bending (Fb) NAILING SCHEDULE SIMPSON CS200 :,:':,, .,,.: , ,•`,'. @ EVERY STUD Single Members Repetitive use Factor Bending Stress Member Fb(psi)x Cf= Fb (psi)x Cr = Fb(psi) AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS SIMPSON LTS '. . . 2x6 850 x 1.30 = 1105x 1.15 = 1271 2x8 850 x 1.20 - 102D x 1.15 = 1173 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING OR MTS 2x10 850 x 1.10 = 935 x 1.15 = 1075 ROOF FRAMING @ EVERY F,,,k,. .;.., ,, ;• STUD9 SIMPSON H6 t6"',:•t 2x12 850 x 1.00 = 850 x 1.15 = 978 RAFTER TO TOP PLATE(TOE- NAILED) 3-10d PER RAFTER @EVERY STUD CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-10d PER JOIST Horizontal Shear Stress = Fv x CH - 190 psi Modulus of Elasticity = 1.60E+06 psi CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 4-16d EACH LAP SIMPSON HTS16 TWIST CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP STRAPS No. Description Date 16. ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE COMPLIES WITH TABLE 3.313 ys "',i'' :'•,' SYSTEM EWS STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. ( ) 1.8E -1995 BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END 17. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF • RIM BOARD TO RAFTER END-NAILED 2-16d EACH END (6) 12"SIMPSON CS20 TIES APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO COMPLIES WITH TABLE 3.313 , WALL FRAMING IDENTIFIED BY AN APPROVED TESTING AGENCY. WFCM-1995 1,8. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A TOP PLATE TO TOP PLATE FACE-NAILED 2-16d* PERFOOT MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS-EACH SIDE ,1'9. 'ALL FLOOR AND ROOF SHEATHING SHALL BEAPA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI 6,,tiu4;,t'';':;:?;,'•.'', '" WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. HEADER TO HEADER (FACE-NAILED) 16d 16"O.C.ALONG EDGES SIMPSON 35F SIMPSON STRONG TIE l;lq;!:•''�'{:;,' ,r:",'.', '" SHEATHING). CN INTENTIONALLY LEFT BLANK) BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD @EVERY HEADER TO JACK ,'�`'x°4';'� ,,;;.•`,,• t•'', ' ¢ ( STUD Mk : 21.''ALL STRUCTURAL WOOD SHALL BE KEPT 2 BACK FROM CHIMNEYS. (FACE-NAILED) POST 22.' JOISTS HANGERS, ETC. TO BE "SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING 2-16d*A PER FOOT (NTS.) (NTS.) :23.,',-C7RADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. �;'�+dk°,;'{"�''':''„',",;:'r°•!t;;:;,;,'':,. , ," „ (FACE-NAILED) FOOTINGS SHALL EXTEND 6 FROM FOUNDATION ON ALL SIDES AND SHALL BE 12 THICK. Structural Details- Typical Wall to Floor Structural Details- Typical Wall Opening �';�' ,+',';{' '`'r'�•;''r.' +°.''C e24.'.'"ALL EXTERIOR FRAMING, AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ FLOOR FRAMING '',.,TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST n Connections 4 Connections ��{��'.`d,,',, 'r.••'.'t,'�,.,!.f•,. �' � BRIDGING TO JOIST TOE-NAILED 2-8d EACH END 1/2" = 1'-0” 1/2" = 1'-0" ^ ;11IIATERIAL. ...ALL HEADERS TO BE(2) 2 X 8 UNLESS OTHERWISE STATED. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END -'ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. +"',i" 7•:''PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK ,DUNNING PARALLEL TO SAME. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOTS? DGING TO BE EITHER SOLID, 1"X 3" OR 18 GA. CROSS BRIDGING, MIN 8' -0"O.C. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST ''ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. 'y��•�''at4;f' r',•;,r;ar'''t r r`�0.,`•`�JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST ', �•°3 2- 1/2 BOLTS TERMITE SHIELD '.'' ':� BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d* PER FOOT IRE BLOCKING TO CODE IR602.8. ( ) ,,,1,33 ,INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS :INSTALL HURRICANE TIES AT EVERY RAFTERS, IF NOT EXISTING 5/8" DIA. ANCHOR BOLT @ 48"O.C. MAX. fir�sr,�•,i';J,p,'P,,,';,Rf ;` ,'''r• . ROOF SHEATHING 35 ;PROVIDE COMBUSTION AIR VENTS AS PER NYS ENERGY CODES. STRUCTURAL PANELS 10d 6" EDGE/6" FIELD I INTO GROUTED CELLS �I NOT MORE THAN 12" FROM CORNERS, "'"::�'.'� +'=i.`'.' •,`t ' :+ . 6.,':'•ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NY BUILDING CODES, THE NY BUILDING CONSTRUCTION MANUAL, 2-8d PER SUPPORT I TYP. AND THE NY ENERGY CONSERVATION CODE. 3-8d PER SUPPORT �I R'��'; ,+ '`.•" '' r',;' '37. `'ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NY CODE. rr 25 REBAR CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS WITH APPROVAL JOINTS, PIPE SUPPORTS AND WALL SHEATHING IN GROUTED CELLS, GLEANOUTS. TYP. !' STRUCTURAL PANELS 10d 3" EDGE/12" FIELD AND COOLING DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS. 39. THE GENERAL CONTRACTOR/BUILDER SHALL MAKE ARRANGEMENTS WITH THE OWNER TO SELECT, PROVIDE AND INSTALL GYPSUM WALLBOARD 5d coolers 7" EDGE/10" FIELD AS REQUIRED(PER N.E.C, N.E.M.A, NAT. PLUMBING CODE, A.S.M.E. AND A.S.H.R.E. SPECIFICATIONS) ALL HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT WHICH ARE NOT OTHERWISE SHOWN ON THESE DRAWINGS. CEILING {••�:',',!'„ ;;' .', 40. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL BE AS REQUIRED BY THE LOCAL BOARD OF SHEATHING #5 VERTICAL REBAR HEALTH. GYPSUM WALLBOARD 5d coolers 7" EDGE/10" FIELD IN GROUTED CELLS, @48"O.C.TYP. 41. COPYRIGHT©2022 STUDIO A/B ARCHITECTS. REPRODUCTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN TYPICAL BOLTS 25 MINIMUM LAP AT SPLICE CONSENT OF THE ARCHIL-ECT, IS PROHIBITED. THESE PLANS MAY NOT BE FILED FOR CONSTRUCTION PURPOSES IN ANY BUILDING DEPARTMENT, WITHOUT THE ARCHITECT WRITTEN AUTHORIZATION. ANY USE OF THESE PLANS FOR ANY FLOOR SHEATHING PURPOSE, OTHER THAN THAT SPECIFICALLY AUTHORIZED BY THE DESIGNER, IS ILLEGAL, AND MAY SUBJECT THE USER n Typical Post Girder Connections 4"CONC. SLAB WITH 6X6 WWF P THEREOF TO THE PAYMENT OF FULL COMMISSIONS. STRUCTURAL PANELS „ _ , WATER PROOFING, TYP. ON 6 MIL POLYETHYLENE <j� i = Gr �• 1"OR LESS 8d 6" EDGE/12" FIELD 1 - 1 -0 DAMPPROOFING ct .x . •'"!�� ;,.. GREATER THAN 1" 10d 6" EDGE/6" FIELD ON COMPACTED SUBGRADE * / i��i��i��/i��i��ii� o NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 O.C..AT PANEL EDGE. IF WALL SHEATHING ISi�i�i��i�i 9 2378 NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING TF O �E`•' REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR z -1 ' PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATHCD z #5 HOOKS @48"O.C. CONT. TYP. i� 2-#5 REBAR 12"O.C. CONT. TYP. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE ih @ PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. o0 0'-6" 0'-6;" WALL OPENING MEMBER SCHEDULE -8 PROJECT !:,�'i' ',1.• „,;.' , . (2 MIN.) (2' MIN.) ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL Addition to Kraus CONNECTION 12"MIN. FOR 1 OR 2 STORY FRAMED BUILDING �,i,�4..•,,i ,'.,.•. ,' ; SPAN WALL JACK STUDS CONNECTION • _ Residence *i{a' 8' >=W>6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d DRAIN TILE, TYP. ipf�f ,;, i'; •'. "' (2)-MICRO 13/4"X NAILED TOE-NAILED 9 1/4"OR LARGER j'i 6' >=W>4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)- 16d 6 Typical CMU Foundation Wall LARGER NAILED TOE-NAILED 11 1/2 - 1 -0 (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d Structural Notes LARGER f {,,:�{,•��;',�,,.; ,,, TOE-NAILED Typical Details UPLIFT CALCULATION, MONOSLOPE ROOF Tu =Wuplift x(16/12) x L/2= 36 psf x(16/12) (17.25 ft)/2 =4,4 'Ir'w INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN Project number 22013 HOLDOWN FORCE =VxH =6347 Date 2/21/2023 a INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL g Drawn by HA Q LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION o `y '" HOLDOWN FORCE =VxH= 3986 Checked by GB „x•'11:°'��'I'r ''�''i;'�;. 'r;'•y:�'''';.'i�'',.� ' c- ',''i INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH o 'a:;.,:,, ,,,,.• '•,,:;';,,.,,. ; r SECOND FLOOR SHEARWALL. M J 1 ■ ® � ' 4 1 t Scale As indicated ?'a' oi �1;�-,.{:�;;�;�; .:;; �,: ;,. „• , `true tura) Notes ---- studio a/b architects Ti 24190 Main Road Orient, NY 11957 631 3231426 glynis@studioabarchitects.com mailing address: y, PO Box 444, Orient, NY 11957 client: Allen- Kraus site address: 110 SECOND AVEN E U PECONIC, NY 11958 tel: 718 624 5198 email: akraus@implexpartners.com ttax map#: 1000-67-4-20.3 20.4 X11 •4', ,' 'f, 'j, _ _ f 1 'I• r I Ir4dY� "tr+• rf ' I' ''fi, ` i IgI��Y�f1{ ?'Ire 'r" �• } t'r'�'IY Y i 2 — — — — — — — — — — 2 — — — — — — — — — — I� yi �'T�i7 vy� t? r�i1 ,'r Y I ,,f•l I I Itrtn+4r��f.{';�'��,i'aq I,•r J' 'll"i i1 4, . ]•'rk�,�.1.{;1'.'hl,t,';reY',hf h• '''h,a'','' � ^I %�jig{1�'� ,I 1. ft,�" , ,,/,^', :',,1, I 1 I ❑ ik r• r4 I No. Description Date Xr I oGs , OO - ------ - -- -_ - ---- -- ' 4 4 ww "a.N t'�+('+' , (2)-2x10 JOIST.. ..EADER — I' I V' I o 2 CTf A.09 00 't�'ri,y..''�,'I,,1`,. ' ,.', . ... ... . . . . . . •' ._ '- ' — — — — — }moo — — — — �' I; XE ,I r, Its y,, i — -- — — ----------------- „ 7An I 0. . � r , d I1•v,l.i 1 , r,r,.,' y. � 'CS .1;9, .�41.,� J Y�{ 4 SO { , I r V I . _ Y, .v ii{%,p�b•,1," ,'fl v� I'y''.Tlr';;'?.,,,fi, .,.I I 1 Nr 1 f 'r,l I I rY`i'i.{t;;.lilt?,�;" '�I,,"�,{,• "r:",;;,r �"I', I R PROJECT j J.•. Addition to Kraus T f I , 1 . Residence ' "13 -9 �- Foundation and Mezzanine FI T�� e oor Ao8 E A C D E Decking Layouts Project number 22013 n Foundation Layout n Mezzanine Floor Decking Layout Date - 2/21/2023 -011 Drawn byHA Q ;. Checked by GB 0, o r- 2 N �'Y• 1 ' a ' ` Scale 1/4" = 1'-011 I studio a/b architects 24190 Main Road Yy Orient, NY 11957 5.'�I 1'•1t,`h is°'!'J "r"''r' 't:',i��' Pj�'; 'I{ I ' 3231426 glynis@studioabarchitects.com glynis@studioabarchitects.com 4°I mailing address: PO Box 444, Orient, NY 11957 i, client: Allen Kraus site address: 110 SECOND AVENUE PECONIC, NY 11958 2 tel: 718 624 5198 , email: akraus I I ,'", , " A.09 @ mp expartners.com I I tax map#: 1000-67-4-20.3, 20.4 J. 4 — — — I 4'.u' E , 1/2" DIA. STEEL I' I „ ROD, TENSILE BAR I 1 i.. ' (3)-2X6 COLUMN , , I I I — — ............—......................._. .... :... ---- — — — : , , a ; , ° Second Floor I I ,.1.,.'.,.. 1 ,. .. . 22 0 � .' ,• . I I I I , i , , I t I ............_... .................... ,.........................._...._............................-'-........... „ , , 1Mrh,+ i No. Description Date - , ........................... _..._...................._..................... " ' I i N i , ' i A _ .n '{.4',! ,1'I,r,n '` ,,V•"�il,,,,,!,, '� V'' j .............. ........_... ............_ .. .. ........... .... 40 OPEN TO BELOW / ......................._....._..................._..................._. n y� �i7b'I'I{�`Jky " A 7 ` I."1'M; ''' •i / / / / / ��///�O� I / m Elevation / TIN 12RAFTERS / / ` Wall E Framing E z 2 1/4" EXISTING WALL D SIM. MIRRORED / y,; ,,,�.,},,,h;r,,•,,,,rt,;,, ,,,;,`,,,,i•4' �V. NEW(3)-2X6 COLUMN / / EXISTING (3)-2X6 COLMUN BELOW / BELOW/ /Aj (VERIFY EXISTING71 ) ........../ ......................... !" 4i: / ................ .... 1 W -- ------- BELOW - I1 y +, " i NEW GIRDER (2)-13/4 X91/4 LVL BELOW EXISTING RAFTERS LEVEL (3)-2x6 COLUMN AT EXISTING RAFTERS LEVEL I NEW GIRDER 2 O-1 3/4"X 7 1/4" LVL ri5 fc�_n� .' I 1' X O I j Hca � X O I j v 2 NQw ,�O v - Lu Cn �P 5 ' I � A.09 J 2"X 3 1/2"X 7 1/4"ACQ CLIP � �'<�'OG• � ------- 6 �-�,�� ------- _.. END SUPPORT • — - - — \ BETWEEN GIRDERS i TO BE FASENED TO WALL I. 6 . , i ( y. ) x6 COLUMN ' , • ............ — 1 � , n �•- oI � �`N y � W t ' : F , - - - - - -- 1ir:' i, , 7 MECHANICAL NOTES: studio a/b architects 1, ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE, MECHANICAL 24190 Main Road Orient, NY 11957 CODE, ENERGY CONSERVATION CODE, AND ALL APPLICABLE CODES AND REGULATIONS. • � 6313231426 glynis@studioabarchitects.com SEE A.11 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. '�' 1. SUMMARY OF WORK: PO mailing Box 444eOrient, NY 11957 � 1 I 1.1 THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS,AND " EVALUATE EXISTING SYSTEM CAPACITY FOR PROPOSED EXPANSION. ' 1.2 IF EXISTING SYSTEM IS CAPABLE FOR THIS EXPANSION, REPORT OWNER IN WRITING. ':"' '``'!"' '` IF EXISTING SYSTEM IS NOT CAPABLE, PROPOSE OWNER THE ADJUSTMENT. ;' '��._�,I:,' ` '• "„ ;' 1.3 THE ADJUSTMENT MAY INCLUDE BUT NOT LIMITED TO: client: _: , +"i:'",', -REPLACING EXISTING UNIT WITH LARGER ONE ' B E B -ADD ELECTRIC RADIAANT HEAT MATS ON ADDITION FLOORS Allen Kraus I�°a'r,,i I;++.i'I''' 'I ,', ''"'' -ADD ELECTRICAL CONVECTION HEATER PANELS ON ADDITION WALLS '' site address: :j-1111;,..;,:' ,,' ... iii',,i,i:.+,I'' ARCHITECTS' DESIGN LOAD FOR THE ADDITIONS: 110 SECOND AVENUE PECONIC, NY 11958 4i. MEZZANINE: HEATING ADDITIONAL LOAD: 1,700 BTU, COOLING ADDITIONAL LOAD: 3,700 BTU tel: 718 624 5198 !,, .,;,a'' '` SECOND FLOOR: HEATING ADDITIONAL LOAD: 1,050 BTU, COOLING ADDITIONAL LOAD: 1,050 BTU email: akraus@implexpartners.com ;ii, ... ',;,°,,, i ( I 1 2. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE tax map#: 1000-67-4-20.3, 20.4 {4 DRAWINGS. i�t i j +,� i' '�: (I - - - - - - - - 'I - - - - - - =-= =z - = - - 3. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR ,,W,w33 ,_777 ' DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE iI3{ y`{11 i'r"`' ! '1 . , - r,,r- "--^^-w-..-1, -,-. � - .. -,. "-. r j j CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT Ir {'fit i r , I SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. 1 .4', ;t'1. ':t'l?". ' ,; ; i 4. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO r�f I, , ;,r", i<, , ," i PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. i'4 i,,ry{ i;; �� , t �! I I hi ! 5, ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, '� i j COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS +'��,',ll ''i' ' '; I1 . ' PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY li`,i, ,;t :''ij' ',i ; 'I,�'' ,, APPROX LOCATION OF WATER MAIN s ._ .- HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION iY roi, ','i ', ' �, '" r y \ ,r' ; ' 1 i : i '; ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND r;w a + ;a " + I REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. i+ ,r ,r3 r �' `}',' ' 6. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. 4 I i 7. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE !,s 3 r 1 r -- - ; : 12 1 COMPLETION OF THE WORK. Zl ir��l:i,,r/, t:�' r r ' 'i , ',�{"9 ,;r, ' ,!, ;,,", 1 I ( 11 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME y'2 'I','''�'` "_ �` �i • ,+ ! I i , ! 9. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE '4`4'��'''" �''�'' ,' -11___'._. ' - _ CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. tr�t�"�S01"r.r i�p" 11N ! r. 10. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK. 1 ! '{� LC11. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR �yq {i +, , r i'a r '' i yy�.. - - - - - - - - - - - = 1111 _.._ .- l - t '"�,i,�t'1,,, fr I, , ,, •,!/� - - ,_,__ -.. _ _1_1__11..-1_1_11..-._._____ ______...�_--'--_.--- ._�-.- //� -'_____11_11 ' .,..,...t I 4 t sw t', ,`r' 'L L ��r, t l. <i ri r i WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER Sw41 }, r , ti ,' „' i 1; TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS ,�+i4 4�h,, ', 1 INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO 1 THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. ' 1, 'i ;� APPROX. LOCATION(S)OF 12. HVAC CONTRACTOR TO INFORM PLUMBER OF ALL NEEDS RE: SYSTEM SUPPLY WATER PIPE 13. HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL RC ' I , _....._ ,_ __.�.___1111,._. , i, I : -__ --- FREEZING PROBLEM ' } 1 -7-1 �" �: DIAGRAMS FOR ALL WIRING REQUIRING FIELD -- -----*_ 1 _ Ih _._ : k i I, .,.I , " r 1 INSTALLATIONSIN BY ELECTRICAL CONTRACTOR. y,i Lv �" ' ' -::. „ ~ -- IE -[_1 - ....:1::111::,., 14. NTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. I PROVIDE ALL COMPONENTS ,, i. . _. _:_:_: 15. PROVIDE ALL DRILLING PATCHING REPAIRS ra',.,..,. t.,,; I NECESSARY TO COMPLETE WORK AND LEAVE IN r,,i :''. ___ ,�, , r.w.... ..., . r...,',111;1 ., 'I' SAME CONDITION. `ti.,,,�'. .' / l .. ,. ",;. -_ -...�. i F. , ,, 11.11;':-. .•r. - 16. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. ..%' , I " , `,` a 1 �° -- - - - 17. SHALL BE REMOVED FROM THE PROJECT SITE, R TO A __._.. _. .�...W.._. - ALL REMOVED EQUIPMENT AND MATERIA __ t , 3 __ ;,: l� _ LOCATION AS DIRECTED BY THE OWNER.L No. Description Date ___ � : 1 L _ __ _ - - - - - ___._.. , .._1111_.._1...11.1,_ ,._,"_"",._.�.-.--, j 18 NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. 3 - - ' ii<•i�l'�+{'�,1111 + e 1,', r, i . �, ..,{.IrC.�,' ,' v�• " ............... 1111_.. 1111..I. _ _ Up.,.......< PENETRATIONS PI AN FOAM INSULATION AT ,'+ 2 . 20. ALL SUPPLY REGISTERS TO BE TWO-DIRECTIONAL WITH MANUAL LOUVER L, ; I' r 21. ALL DUCTS TO HAVE JOINTS SEALED WITH MASTIC I' 22. ALL DUCTS TO BE INSULATED ' I� I 23. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE , ) I i IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED • , �. , _____. _�... . . ...I `- WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. I' ', ____ ,: : _.__' 24. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A ' 1 i I LESSON/LABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, I i I I SYSTEMS AND CONTROLS. . I141 I 1 25, ALL EQUIPMENT SHALL HAVE 30" OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/ t.. CODES. 26. ALL EQUIPMENT SHALL BE RAISED A MIN. OF 8"ABOVE SLAB ON PAD OR BLOCK PLATFORM. J, i i ! . '+ EXISTING HVAC SUPPLY 1 I I r I' 1 PLUMBING NOTES: + GRILL ON FLOOR 1 I i ,� 7 I EXISTING HVAC ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE EXISTING BUILDING CODE, PLUMBING CODE, 1 i ' SUPPLY GRILL ,'� i , �, , i , ENERGY CONSERVATION CODE, AND ALL APPLICABLE CODES AND REGULATIONS. f� ' { i, ON FLOOR ' +!` ' _ - J - --- _ - -_ _ _ . .-, _• 1 j 4 ? SEE A.11 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. � L & { { , 4 - asL.ca . - - - - _ - --a...._ ___-_ _ --...-- - ___._.. - q. - _- _ _ _ _- _ _ _ _ _ - _ �,-1 s � l i; 1. SUMMARY OF WORK see DWG#1 ON THIS SHEET FOR APPROX. LOCATIONS: i1 . i' 1.1 REPLACE WATER SUPPLY FROM WELL TO PUBLIC WATER ,�,h a i , 1.2 REPAIR AND IMPROVE EXISTING FREEZING PROBLEMS, INCLUDING NOT LIMITED TO: ;�' ,"11 -;:,� ,,, 111� 111 ; 11,. i 1 I. : ! :I i r. WATER SUPPLY PROTECTION SHAFT AS INDICATED ON A03. i i 'I i ' RELOCATE EXISTING SUPPLY PIPE(S) INSTALLED IN EAST EXTERIOR WALL CONSTRUCTION TO ;an ,� i ,"; i FL P :.' FLOOR SUPPLY. . ',;,'�,�,;%!,',,";, �,.,.L, �:; ' { ........................................._.............. 1111. �J ..�..�." .....�.. !�L i 111___1 .......... ..._� _:__. ..: _... 111_1_._._-.- ', - INSTALL PIPE INSULATION STALL PIPE HEATER WITH PILOT LAMP SWITCH �t�, 1111 y OPTIONALLY, N It � I _( - - �� ' +' ` Living Room 5 F ' - -" cJ 2. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, '�'�` '� , EKtenSlOn : i MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; , , "' : ii fl ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN 111;1. ;, , ,'' Bedroom t,,. , , AUTHORITY HAVING 11 11,•, ; I I � EXten1 11:0 I JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION + , ti +', i ,a14 : ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND ' t;"°f;;;:.1;!,.',';^:.,!' "'`t; >:'s`,,''„,...t' , i , REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT OSHA REQUIREMENTS. �i" •�, ,''i'''r'.:r,g ,„,:l;',,''• .I ,', ,' 3. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE 1 : 114 vi, 1• - - - - - 6 - ---.___._._-'------__1.111 - 6 COMPLETION OF THE WORK. ,., ' ' ""'' '' ' 4.' ,Yi, ' ' I 1 4. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT l;�" 11, ii 11 , ; i , ",;',�, , "r'.; �' i' 1 DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 'FA°'6J "`'' - - 5. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR ��'+ " .')q ',�{ 4!1'1,1" i::'C 1111.',, {„ ':,:.1n�r. '1,��,.' i : __ ._-- 1111, i � I .4 1h �. 7 WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, v =� i<i ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED `Z�a` Viz;-y_ y ( ) 14,; '',',� ,,, ",;''''; ;',,, < `.'.'';';:' ,I, I ' 1 BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO * �G ''''i'"'"' "" � 1 I CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. �:-sem'.. � i y�;d.,,,,,. 1111 t..Tc 'ti , '1+ `'Ii ' f'''' ' i ` I 6. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT '' p r/t FOR THE PROPOSED CONFIGURATION. z' - __._._.__. 7. CONTRACTOR SHALL VISIT F V�, 'I.1i.,, ,N•.,Y .-._-:'� THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE Q� 737 ' �L i + p I i I SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO �r f V,` ! 1 THE SUBMISSION OF A BID PROPOSAL. cVV t',, ,:., 1 : 1 1 {Yai ',,,,, _ 8 '1 '' `f,`'" ' . CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES, ALLOCATE AND _ _:_._ 111.1____ I} 4•'i .y!.,, ' 11 RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED r 11 -. I I : .1; - , ! . i .,, EQUIPMENT TO WATER, WASTE LINES, VENTS, DUCTS, AND LIKE. :1 +�'�A ''i ';'"' '"'`° I I 9. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A 4l� ,t r "„ �,_. a ,11i+ `''�';'i ` ' ' I = j1 1 LOCATION AS DIRECTED BY THE OWNER. _. . ..- 1 I 10. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE ,'1�ty�4',_,:�','�.r.., r1' ' ' •:� i _ 1111.__._ ...�; II � , i,{,1.� i,, r ." ' ,'` ' � ' " { IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH ,I'.,„ ,i I 1 TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. ,�',i,'.",.,r,,,:i 1111 ' :,.. ",a ;', i I - , I : 11 11. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. PROJECT 'T ,," 1 12. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS ATA TIME THAT WILL BE �„{ CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. Add ItI On to Kraus I; ;,r1. :�,, i41 Residence F, ,r, i , _- _- _ _- _ __ _______-- -- ._._ __ __ - -- „ -- ---.--..--.--- _. _--.------.__---.--_......_..._....___._______.....__.__._ --- - ............_......._......... - - :�: ..,, , , �11 ll' ;1111, 1 I I I I - ,a H V r AC Layouts, Mechanicl and '��; ' I CA ) (: )C (: )D E A (: )C D E ■ , Plumbing Notes I , - Project number 22013 1.� f ';'� Mezzanine Floor HVAC Layout, w/ Plumbing Date 2/21/2023 ,, '11''• . 1. 1 Work related Notes 2 Second Floor HVAC Layout Drawn by HA "' (.; �/4'" = 1'-0"' U 1/411 = 1'-011 1.;1, Checked by GB v +�t o ,i ; MP . 01r .,, N.',, `'," �, , .1 a ;"Ii,;. 0 Scale As indicated r , ' ,, . ' ;'�'; : . ,. - 1 ., '„ - 1l,�j1 t°,.f,F�',+ I r; �,Y Er';1 r ` �:I 5I ,::^I,� , 1'4,X41'''i��'I't'.tr�I;°it"�4"• 'r,'(u`,''°j;'+ ,"'I °� `� 'till�'"'+ r .ti;,;,' Lighting Fixture Schedule �+ �`�'I;d-",�;' ', 'r+''"'�`. ,',,;;,"•'' ,i' ` ELECTRICAL NOTES: studio a/b architects ' F'" LEGEND 24190 Main Road ' ''1`"`'"'" "' .; ` Li htin Fixture 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK, DO NOT SCALE THE '�+° ; ti'r''I,'".", "'' .. ;":,L '' I # Lighting Fixture Type Product Finish Bulb i'1 �,i:. ' , ",I:, ; A h` , AMENDMENT ND -fit y W6 �A� Q O 4u LL Q b * 5•(P r� o .- o U ��n 3 - - - - - - - - (D (!� J n I J J � OPEN TO BELOW I z W o o ¢ m NzCD N co w _ z wok 0 J M U Z_ C7 J � E 0 �(W') � � O ocn at5i d 3 0 —� UJLL o N ro t NEW 2x6 COLUMN wwxo= ATTACHED TO EXISTING z a Z w g W WS2t 0 U (9 W W cn > 7 W W N > 0co JOcA Y � co0LL zt — — �co0 c X O Q TS DIRECTION -� X O Q = a O G. vn f ' 11 2 v 0 Q `Z'J,�� N OU a A.09 a ; ECEW 7 — - (3)-2x6 COLUMN ' h i co >.. e APR 2 3 2024 ,°,` m cu �-08 o � 'v 1 Second Floor Deckin Layout Co 1 1 A - 1 -0 co r• , I'" J cu co 1 NOTES Z o tL 1. FLOOR SIDE GIRDERS SHALL BE(2)-1 3/4"X 9 1/4"LVL CONINUOUS FROM O-^ 0 0 � �b EXISTING (TO BE REPLACED) ci w co cD w Q •Z� �� Off. �_ �� 2. FLOOR JOISTS DIRECTION SHALL BE PARALLEL TO THE END WALL -- N. N co Ix m tiJ r 3. ADDITION TO USE OF OVERHANG GIRER, INSTALL COIL STRAP ON THE INSTALL 2X4 OR 2X6 ,� a Q u- Q Q co �W EC) SHEATHING,WITH BACK-UP BLOCKING/NAILER 2X4 OR 2X6: BLOCKING NAILERS ALIGN TO `v m 2 Q CY O �� p Q ! Z N 'D THE COIL STRAP BETWEEN o U JO Q ;A N tL STUDS w ��! �oiH e o k� W o ca o z 4-8 - 3 N�u N 0c ' OUTWARD PULL LOAD: 1,041.35 LBS INSTALL(2)-1/2"LAG SCREWS * 1 1/2"SUNKEN DEPTH TO EXISTING STUDS (2)-2X6 PLAT *� MIN. EDGE CLEARANCE 4D ce) N 2X12 RAFTERS *x% MIN. SPACING 3D N _ 2X4 OR 2X6 DIAGONAL BLOCKING "` TOTAL COMPRESSION LOADS ON TOP OF ALONG THE STUDS:3,326.70 LBS.(1)-2X6 IS OK g STRAP (THIS PULLING HAPPENS ONLY WHEN = a) I o^ STRAP SUSPENSION IS THE SINGLE o Y DIAGONAL METHOD W/O OVERHANG GIRDER) o N t STRAPPING cv I I I WALL SHEATHING 2X6 STUDS NEW FRAMING EXISTING FRAMING TYP. SIMPSON STRONG TIE m Y COILED STRAP Z o L- CMSTCI6 WITH(40) O O o o v 3 "� 0.148x 3 1/4 NAILES a w¢ o co Op co p a) *° MIN. (20)EACH AT BOTH w c.i �O � < _j *` ENDS PLUS(1)OR(2) ap < LLIm-i JMO � ai ON EACH STUDS. oO Qp 00 L Q N O c Q J f- lL oD U 1/4"LVL I a 2X10 JOIST GIRDER I I (2)-1 3/4"X 9 1/4"LVL OVERHANG GIRDER CONTINUED *R FR ISTI FLOOR m TOTAL REQUIRED VERTICAL LOADS:3,653.01 LBS r Uz O a) ca 0 ' r Otero^ > o w U ui CANTILEVERED 2FL ADDITION TYPICAL NORTH-SOUTH SECTION ki cb� w N CANTILEVERED 2FL ADDITION SIDE WALL ELEVATION DETAILS .6 DETAILS N o (SHOWING SOUTH WALL, NORTH WALL MIRRORED AND SIM.) U -1 ca _M W o -V5-0 Suspension Details Alt. "� N vto