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Home My WebLink About47303-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS_ UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47303 Date: 1/6/2022 Permission is hereby granted to: Papantoniou, Anthony. 149-56 20th Ave Whitestone, NY 11357 To: Construct front entry porch and install new windows at existing single family dwelling as applied for. At premises located at: 1250 Yennecott Dr., Southold SCTM # 473889 Sec/Block/Lot# 55.4-26 Pursuant to application dated 11/3/2021 and approved by the Building Inspector. To expire on 7/8/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $238.40 CO-ADDITION TO DWELLING $50.00 Total: $288.40 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 h s:J Date Received PP I = O FOR BUILDING PERMIT For Office Use Only T 2 Tj PERMIT NO. 1J� Building Inspector: i NOV 1A _ `� s = Applications and forms must be filled out in their entirety. Incomplete BUILDING DEP applications will not be accepted. Where the Applicant is not the owner,an To W 0 P S 0 u iill 6,« Owner's Authorization form(Page 2)shall be completed. Date: November 2 2021 OWNER(S)OF PROPERTY: Name:Anthony Papantoniou SCTM#1000- 55 —L. _&o Project Address: 1250 Yennecott Drive Southold NY 11971 Phone#:917-335-1119 Email:tony@borowideelectrical.com Mailing Address:1250 Yennecott Drive Southold NY 11971 CONTACT PERSON: Name:Anthony Papantoniou Mailing Address: 1250 Yennecott Drive Southold NY 11971 Phone#:917-335-1119 [Kmall�-:to::ny@borowideelectrical.com DESIGN PROFESSIONAL INFORMATION: Name:Constantine Kalesis Architect PLLC MailingAddress:48-07 187th Street Fresh Meadows NY 11365 Phone#:917-853-2480 Email:constantine.kalesis@gmaii.com CONTRACTOR INFORMATION: Name: Gennaro Renovations Mailing Address: 2095 Ruth Road Mattituck NY 11952 Phone#:631-680-1533 Email: lennarorenovations@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition @Alteration RRepair ❑Demolition Estimated Cost of Project: ❑Other $175,000 Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes 9No IF YES, PROVIDE A COPY. E'vieck Box After Rea ding. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):ConstantineKai@SIS Authorized Agent ❑Owner Signature of Applicant: /V�� Date: November 2 2021 STATE OF NEW YORK) SS: COUNTY OF V19f-n;-5 ) ON ST N T'N k k A 1—fs I s being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the i4i N T (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of N d V e,yyl P,r 20 a1 Not Ii kiallary OiLA6ij hamm DF E Pt,'-a� NO_ ,_ _ ,� uef-r.s 3l Itlr it Where the applicant is not the owner) lixoires 1, AJ7 it 0 $ i V residing at / do hereby authorize to apply on my behalf to the Town outhold Building Department for approval as described herein. caner s Signature Date Printwne s Name 2 '17303 WNW=* =ft—No � 1250 YENNECOTT DRIVE D R A W I N G S L I S T A-000 TITLE SHEET a '1n r � ■ ; A-100 EXTERIOR ELEVATIONS A-101 ENTRY STAIR DETAILS q/7 '� IDJ vr • i ■ r�, ! A-102 LIGHTING &ELECTRICAL 6 ?022 L ' r A-103 CONSTRUCTION NOTES 7-0 KIN au o�NQD hoz -eD `' W I N D O W S C H E D U L E ■ d •.g ..,. � � s .� NO. TYPE SIZE (WIDTH X HEIGHT) QTY MANU. U-FACTOR Ott, g6 � + 1 CASEMENT/FIXED (2)3'- 0"X 6'-0"CASEMENT �. A�"� ■ �-�■ ■�,,, ` �" MULLED TOGETHER MULLED WITH (1)6'-0"X 6'-0"FIXED 2 MARVIN 0.27 o , i a �'�" 111111111,11111111111IJ 2 DOUBLE CASEMENT 41-811 X 5'-0" 8 MARVIN 0.27 a RL ■ i. 3 CASEMENT 21-411 X 5'-0" 3 MARVIN 0.27 4 DOUBLE CASEMENT 4'-0"X 3'-0" 1 MARVIN 0.27 IF eF 5 FIXED 2'-4"X 5'-0" 1 MARVIN 0.27 ;, �"' T ■ Llkg FIXED 2'-4"X 6'-0" 2 MARVIN 0.27 4 .■ ■ ■ 7 FIXED 2'-4"X 3'-0" 1 MARVIN 0.27 8 - �! t -: DOUBLE CASEMENT 31.4"X 3'-4" 1 MARVIN 0.27 10 9 rf 9 CASEMENT 2'-4"X 4'-0" 1 MARVIN 0.27 oft- 10 DOUBLE CASEMENT 41-0"X 4'-0" 1 MARVIN 0.27 i D O O R S C H E D U L E jp � • ,,m NO. TYPE SIZE(WIDTH X HEIGHT) QTY MANU. U-FACTOR ,� ' - SLIDING FRENCH 6'-0"X 6'-8" 2 MARVIN 0.28 ' j ,. ,� �. + # "`'�. 2 ENTRY/PATIO 6'-0"X 8'-0" 1 THERMA-TRU 0.30 r ' : PA. EXISTING BRICK AND SLATE r owl _ STAIRS AND LANDING N A I L I N G S C H E D U L E !+� TO BE REMOVED& i it PROPOSED C.I.P.CONCRETE STAIRS AND LANDING WITH BUILDING ELEMENTS #AND TYPE OF FASTENER � - i 1 BLUESTONE FINISH WITH NEW COLUMNS AND ROOF OVER ;' = , JOIST TO SILL OR GIRDER-TOE NAIL 3-8d � r' A, j ;f LANDING TO BE CONSTRUCTED i i L �. �, IN EXISTING LOCATION SOLE PLATE TO JOIST OR BLOCKING-FACE NAIL 16d wapTOP OR SOLE PLATE TO STUD-END NAIL - Mo, C IO E*'1 �r STUD TO SOLE PLATE-TOE NAIL 3-8d OR r _ - - 20 , DOUBLE STUDS-FACE NAIL 10d Idle 9 i _ DOUBLE TOP PLATES-FACE NAIL 10d dii ■� BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE-TOE NAIL. 3-8d RIM JOIST TO TOP PLATE- . f '�" ''' ■� TOE NAIL 8d 44 I lti TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS-FACE NAIL 2-10d ' .0 '� ■ � � � � � qq, ' 'fit CEILING JOISTS TO PLATE-TOE NAIL 3-8d i A � �w��" * I M CONTINUOUS HEADER TO STUD-TOE NAIL 4-8d CEILING JOISTS TO PARALLEL RAFTERS-FACE NAIL 3-10d . ' r RAFTER TO PLATE-TOE NAIL 2-16d l "a�� BUILT UP CORNER STUDS 10d ictif1� ROOF RAFTERS TO RIDGE,VALLEY TO HIP RAFTERS- TOE NAIL 4-16d . '0 - mol C - FACE NAIL 3-16d ■ '�■,� — �' RAFTER TIES TO RAFTERS-FACE NAIL 3-8d ilb- CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SEISMIC q'. GROUND WIND DESIGN SUBJECT TO DAMAGE FROM SNOW DESIGN . r s LOAD CATEGORY s A WEATHERING FROST LINE TERMITE SPEED TOPO SPECIAL WIND BORNE EFFECTS WIND DEBRIS AREA DEPTH REGION �' ■ .. SEVERE 3-0 TO BOT. MOD.TO 20 130 Vult NONE NONE WIND BORNE B i � EXPOSURE B DEBRIS AREA OF FOOTING HEAVY WINTER DESIGN TEMP ICE BARRIER REQUIRED FLOOD HAZARDS AIR FREEZE INDEX MEAN ANNUAL TEMP a I I i SEE BELOW WITHIN 2'-0"OF EAVES ZONE X-FIRIM 599 51 PANEL 0481 H lk CLIMATE ZONE 4A INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE IP r � ROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2020 MCNYS 309.1) W - ' ■ + SYSTEM DESIGN SHALL BE BASED ON MAXIMUM 72 DEGREES, MINIMUM 75 DEGREES COOLING DEGREE DAYS NY(LAGUARDIA)4811,WINTER DESIGN TEMP 15, DRY BULB 89,WET BULB 75(2020 PCNYS APPDX D) ED ARC �PNTINF ? OC' 0. 0 f.N SITE PLAN 1250 YENNECOTT DRIVE SCALE 1/16" = 1'-0" � 7 040' 0 - 0 0 0 OF N V, 1 2 5 0 Y E N N E C 0 T' T D R I V E TITLE SHEET KALESISDESIGN STUDIO CONSTANTINE KALESIS ARCHITECT PLLC SCALE 1/16" = 1'-0" FJ T E R I O R S C0NSTANTINE . KALESIS @G MAI L . COM A R C 1i I T C C T U R E I M 0 B I L E 9 1 7 - 8 5 3 - 2 4 8 0 DECEMBER 28 2021 INSTALL NEW WINDOWS&DOORS AT —INSTALL NEW WINDOWS&DOORS AT EXISTING OPENINGS-TYPICAL EXISTING OPENINGS-TYPICAL 8 a o 0 —5f4X4-BORAL TRIM 5� � 5/4 X 4"BORAL TRIM F ----- ----- ---------- - 00 FIBER CEMENT BOARD&BATTEN SIDING FIBER CEMENT BOARD&BATTEN SIDING BLUESTONE SILL WALL SCONCE UESTONE SILL STONE WAINSCOTING STONE WAINSCOTING =4 T i 11 11 IL LL ji 11 11 11 11 11 11 11 11 7 fc= 2 EAST ELEVATION 3 SOUTH ELEVATION NEW ROOF I COLUMNS OVER PROPOSED LANDING.SEE 3 A-101 FOR DETAILS 3 INSTALL NEW WINDOWS&DOORS AT T-1 F]I I I I I TF=t7v_T_l I ILI INSTALL NEW WINDOWS&DOORS AT EXISTING OPENINGS-TYPICAL EXISTING OPENINGS-TYPICAL [2] 5/4 X 4"BORAL TRIM5/4 X 4"BORAL TRIM F41 R3 FIBER CEMENTFIBER CEMENT BOARD&BATTEN SIDING BOARD&BATTEN SIDING /--BLUESTONE SILL BLUESTONE SILL �LL Ll WALL SCONCE 21 TL__ CE12 STONE WAINSCOTING STONE WAINSCOTING _g NEW STONE ENTRY STEPS, LANDING&RAILINGS AT EXISTING LOCATION.SEE 3 A-101 2 EAST ELEVATION 1 NORTH ELEVATION WINDOW# DEMOLITION NOTES : CONSIRTUCTION NOTES : DOOR# 1. REMOVE EXISTING EXTERIOR ENTRY STAIR, 1. CONSTRUCT NEW EXTERIOR STONE ENTRY STEPS,LANDING AND RAILINGS AT EXISTING LOCATION LANDING AND RAILINGS. SEE 3 A-101 FOR DETAILS 2. REMOVE ALL WINDOWS&EXTERIOR DOORS 2. INSTALL NEW WINDOWS AND EXTERIOR DOORS INTO EXISTING OPENINGS -SEE SCHEDULE 3. REMOVE ALL SIDING AND EXTERIOR TRIM 3. PROVIDE&INSTALL NEW 514 X 4" BORAL TRIM AROUND ALL WINDOWS AND EXTERIOR DOORS 4. REMOVE WINDOW PROJECTION AT KITCHEN 4. PROVIDE AND INSTALL NEW INTERIOR WOOD TRIM AROUND WINDOWS AND EXTERIOR DOORS(MATCH EXISTING) � ED Ac?C 5. CART AWAY ALL DEBRIS 5. PROVIDE AND INSTALL NEW FIBER CEMENT BOARD AND BATTEN SIDING THROUGHOUT(2100 SQFT).) '_p 6. PROVIDE&INSTALL 200 SOFT OF THIN STONE VENEER EXTERIOR WAINSCOTING 610 (P 7. PROVIDE AND INSTALL NEW STEPS AND ROOF AT FRONT ENTRY PER DETAILS-SEE 3 A-101 040 roci OF N A - 100 1 2 5 0 Y E N N E C 0 T T D R I V E EXTERIOR ELEVATIONS AL 'SIS D ES I Ca N STUDIO CONSTANTINE KALESIS ARCHITECT PLLC SCALE 114" = V-0" T l3 R E I rl T E R 1 0 R S CO N STANT I N E . KAL ES I S @_ G MAI L . COM M 0 B I L E 9 1 7 - 8 5 3 - 2 4 8 0 NOVEMBER 02 2021 6 METAL STANDING SEAM ROOF ICE&WATER SHEILD VINYL SOFFIT 5/8"ZIP SHEATHING 2 X 8 RAFTERS 16"O.C. PROVIDE SIMPSON H1 TIES @ EACH RAFTER LEDGER FACENAIL CEILING JOISTS s`Ope 3.12 PROPOSED ROOF AND TO RAFTERS COLUMNS SUB FASCIA 2 X 8 CEILING JOISTS 16"O.C. 5/8"BORAL FASCIA LEDGER RECTANGULAR BOX GUTTER ------------------ I I (3)9.25" MICROLAM LVL BEAM I FASTEN TO POST WITH SIMPSON ECCQ 4.62-3.62SDS COLUMN CAP Z z PAINTED WOOD V-GROOVE CEILING I I Q Q FIBER CEMENT BOARD &BATTEN SIDING 1 I II I 1 NEW ENTRY DOOR WHITE OAK POST CLADDING MITER CORNERS WITH BISCUIT JOINT (SAME FOR BEAM) - �� - _ WHITE OAK HANDRAIL WALL SCONCE co ' coo RAILING DETAILS TBD 4 X 4 P.T. POST FASTEN TO FOUNDATION WALL 4"CONCRETE SLAB WITH SIMPSON PBS44A STANDOFF POST BASE I 1 II 3000 PSI INSTALL PER MANU.SPECS WWM AT MID SLAB ' 1 I BLUESTONE CAP PROPOSED STONE STEPS I I I I 4 X 4 P.T. POST I I AND LANDING BLUESTONE LANDING I I SIMPSON STANDOFF POST BASEp I STONE WAINSCOTING r I I I � I I MOVABLE STEEL DOWEL WITH N 3/4"FIBROUS EXPANSION I -- - 7� ��r- 7 JOINT FILLER r- _:--r- -- ----_-__rte___;;�___.__•-_�- =_r---r: ............ 4"CONCRETE SLAB ' ® \Ij= HINKLEY STEP LIGHT ,,�� — — s- 3000 PSI WWM AT MID SLAB - BLUESTONE TREADS _ _ SLOPE 1/4" . 12" MOVABLE -s' MOVABLE STEEL DOWEL #2 NOSING REBAR 3/4"FIBROUS EXPANSION 2"CLEARANCE 1'-0„ JOINT FILLER FROM EDGES COMPACTED SUBGRADE TO - -,, CONCRETE FOOTING 3000 PSI 95%STANDARD PROCTOR //4 REBAR 12"O.C.EACH WAY _ 1 t G R A D E r 2"CLEAR FROM EDGES COMPACTED SUBGRADE TO 1'_0" 95%STANDARD PROCTOR 8 C.I.P.CONCRETE FOUNDATION WALL 3000 PSI o : WITH (1)#4 REBAR VERTICALLY cl @ 24"O.0 AND#4 REBAR HORIZONTALLY 3 STAIR SECTION 2 STAIR ELEVATION 18"WIDE X 8"THICK CONC. FOOTING TO CONTAIN (3)#4 RE-BAR 3"OFF EDGES AND(1)#4 REBAR HOOKED INTO FOOTING AND EXTENDING UP WALL.PROVIDE 2 X 4 KEY.FOOTING TO REST ON UNDISTURBED SOIL(3000 PSI)AND TO REMAIN 36"BELOW GRADE 4 STAIR SECTION PROPOSED FRONT SLOPE SLOPE DOOR AT EXISTING v LOCATION O cc YL 2 X 8 RAFTERS m N d' 2 X 8 RAFTERS 16"O.C. ~ M �� 16"O.C. 1 0" 9'-6" 10" U. $ 6dot s x y -� sl 04x c oo PROPOSED STONE STEPS N PAINTED METAL STANDING SEAM AND LANDING HIP ROOF. COLOR T.B.D. PROPOSED HANDRAIL 03 PROPOSED COLUMN ALUM. RECTAGULAR BOX GUTTER PROPOSED HANDRAIL 0 r 2 5 ROOF PLAN w Q 1 STAIR PLAN �\�,��PTlNj � y/� 0411P �� 1P � N k Q � W U) qT 040760 o SOF NE�� Lo to A - 1 0 1 1 2 5 0 Y E N N E C 0 T T D R I V E ENTRY STAIR DETAILS KALESISDESIG'NN STUDIO CONSTANTINE KALESIS ARCHITECT PLLC SCALE 1/2" = 1'-0" A R C H I T C C T V R E i N T E R 1 o R S CON STANTINE . KALESIS@G MAI L . COM M O B I L E 9 1 7 - 8 5 3 - 2 4 8 0 NOVEMBER 02 2021 Ile / \\ // \ // \\ // \\ -//D -\\- D O\/ /- -�\ /�- Q\-//- A A ODD CfD D D� I \ I \ I \\ I I \\ I I \ I � � I I � I I A I � I i I i I i \ (79 ---- / `� / // 14 10, A Ad3 61,11,\ // i A A 0y/ �– Q- - - - - - - - - - - /- - A � / A I - - -� - - - - - - - - - - - - - - - - - - - - - - -T— � D \\ // D \ I `� I / D\ /D\ // D \ LINE OF SOFFIT - ------------------------ - C C C C C C C C \ / L I G H T I N G S C H E D U L E NO. TYPE A WALL SCONCE B FLUSH MOUNT C STEP LIGHT D RECESSED SOFFIT LIGHT NOTE: REFER TO ELEVATIONS FOR FINAL SCONCE, &OUTLET SET OUT P L A N N O T E S �aED ARc 1.OUTDOOR OUTLETS TO BE ARLINGTON INBOX RECESSED OUTLETS WITH PAINTABLE COVER(FLAT BLACK) NTINF 2. PROVIDE POWER FOR NEW LOW VOLTAGE LANDSCAPE LIGHTING ��O� �ct„ U N 3.GFCI OUTLETS IN ALL WET AREAS V 4.ALL SWITCHES TO BE DIMMABLES 40760 OQA- 0 F OF N Awl 02 1 2 5 0 Y E N N E C O T T D R I V E LIGHTING&ELECTRICAL PLAN KALESISDESIGNN STUDIO CONSTANTINE KALESIS ARCHITECT PLLC SCALE 114" = 1'-0" A R C H i T E C T U R N T E R 1 0 R S CONSTAN TINE . KALE SIS@G MAI L . COM M O B I L E 9 1 7 - 8 5 3 - 2 4 8 0 NOVEMBER 02 2021 EXISTING CONDITIONS STRUCTURAL STEEL: CONCRETE: PLUMBING: CONSTANTINE KALESIS ARCHITECT PLLC HAS NOT DOCUMENTED,VERIFIED,OR TAKES All structural steel work shall comply with the Specification for Design Fabrication and All concrete work, rraterials, details and construction methods shall be in strict compliance The Construction Documents do not indicate/include plumbing systems in detail. These are for diagramatic RESPONSIBILITY FOR ANY CONCEALED EXISTING CONDITIONS INCLUDING BUT NOT Construction of Structural Steel for buildings of the American Institute of Steel Construction, with the provision of the "Specification for Structural Concrete for Buildings", ACI 301, and purposes only. latest edition. "Building Code Requirements for Reinforced Concrete", AC 1318, of the American Concrete LIMITED TO STRUCTURAL,ELECTRICAL,MECHANICAL,PLUMBING WORK ALL STRUCTURAL STEEL WORK SHALL COMPLY WITH THE "SPECIFICATION FOR STRUCTURAL Institute, latest edition. The Contractor shall verify scope of work with owner. STEEL BUILDINGS" (AISC) No concrete shall be poured subject to freezing conditions or on frozen ground. All work shall comply with RCNYS, National Plumbing Code and local codes and ordinances. ALL WELDING SHALL BE BY QUALIFIED WELDER, ALL WELDS TO BE INSPECTED BY SITE WORK: INDEPENDENT INSPECTION AGENCY, AND ALL WELDERS TO FURNISH CERTIFICATES TOSlab on grade shall be 4" thick with WWF 66 W1.4 over 6" of 3/4" gravel. Provide 6 mil. Contractor shall provide all labor, materials and equipment necessary to install all plumbing OWNER/BULDER PRIOR TO START. polyethylene vapor barrier under slab (edges taped). Slab shall be finished in accordance with ACI related fixtures, and connections to heating and air conditioning equipment (where required). The Contractor, if directed by the municipality having jurisdiction, shall provide hay NO BURNING OR CUTTING OF STRUCTURAL STEEL TO BE MADE IN THE FIELD standards 318, 304, and 301. bales and silt fencing and any other erosion control necessary. EXCEPT WITH THE WRITTEN APPROVAL OF ENGINEER, ALL HOLES FOR TRADES Plumbing Contractor, and his sub—contractors, shall coordinate work with all other trades. TO BE AS PER SHOP DRAWINGS All reinforcing bars :hall be deformed billet steel bars conforming to ASTM A615, grade 60. I t all fixtures.t laxures. nsulate hot and cold water supplies.off t hovalves a id Prove shut Do not backfill against foundation walls until mortar and/or concrete have attained STEEL ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL Ties and stirrups mcy be grade 40. Provide TEMPORARY BRACING TO SECURE STRUCTURE DURING BUILD. non—freeze outdoor hose bibbs, where indicated on drawings. maximum strength, and framing or stabs which brace the wall are in place. Reinforcing steel shall be placed to provide the following minimum concrete cover: ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COATS OF RUST INHIBITING PRIMER — Concrete cast on soil 3" clear No water pipes, or soil or waste lines shall be exposed in insulated and/or heated spaces. At no time shall bulldozers, trucks or other heavy equipment be permitted to APPLIED BEFORE INSTALLATION. ALL EXPOSED METAL SHALL HAVE TWO COATS OF RUST — Concrete exposed to earth or weather 2" clear Water service shall be protected from freezing where exposed in unheated spaces. approach foundation walls closer than 8 feet. INHIBITING EPDXY ENAMEL APPLIED AFTER INSTALLATION ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: Concrete for poured in place construction shall be an air—entrained, normal weight stone Pitch all water lines to low point to drain and provide drain valve. aggregate mix achieving a minimum compressive strength of 3,000 psi at an age of 28 GYPSUM WALLBOARD: WSHAPES: ASTM A992-50 KSI days. Concrete for floor slabs shall achieve a compressive strength of 4,000 psi at 28 CHANNELS:ASTM A-572 GRADE 50-50 KSI days. Complete all gypsum wollboord work including walls, soffits, ceilings, taping and finishing. STRUCTURAL TUBING:ASTM A500 GRADE B&C-46 KSI Vertical construction joints in building foundation walls shall be located at not more than 30 Drywall materials shall satisfy the requirements of the American National Standards Institutes ANGLE:ASTM A36-36 KSI feet on centers and all reinforcing shall run continuously through the joint. Specifications for the application and finishing of wallboard ANSI A971. The Contractor shall FLITCH PLATES: ASTM A36-36 KSI Concrete slabs on ground shall be placed in alternate panels not exceeding 900 square feet GENERAL NOTES AND SPECIAL CONDITIONS: be responsible for using compatible products for complete construction assembly. ALL CAP PLATES AND BASE PLATES: A572 GRADE 50. in area nor 30 feet in length. Slab construction joints shall be doweled and keyed. MISCELLANEOUS PLATE MATERIAL:A36 All work shall conform to the 2015 IRC for and and two family dwellings Materials shall be by United States Gypsum or approved equal. Provide Durlock Cement Horizontal construction joints are not permitted unless shown on drawings. and all applicable local codes and Board by United States Gypsum, or approved equal at shower walls and ceiling. ALL WASHERS AND NUTS TO MEET ASTM F436 AND Reinforcing shall be accurately installed to the required elevation and chaired or securely tied ordinances, and all other agencies having jurisdiction. In case of a conflict between codes, All drywall partitioning shall be plumb, level, true and straight, properly braced and rigid. ASTM A325 RESPECTIVELY in place so as to prevent displacement during concrete placement. the more stringent code shall apply. ALL WELDING,UNLESS OTHERWISE NOTED,SHALL BE Surface shall be smooth and fee from flaws and defects in a ready to paint condition. All Reinforcing bars noted continuous shall be lapped at splices and hooked at non—continuous The Contractor shall thoroughly verify all dimensions and field conditions at the job site, any taping and spackling shall be sanded and prepared so that location of joints and blemishes PERFORMED IN THE SHOP PRIOR TO SHIPMENT. ALL FIELD ends. All laps shall be 40 bar diameters min. and all discrepancies shall be reported to the owner, otherwise the Contractor shall bear all cannot be detected after wall has been painted. WELDS MUST BE PERFORMED BY CERTIFIED WELDERS. ALL costs to complete the work as intended on the drawings. Unless noted otherwise use 1/2" thick boards (walls and ceilings). Use water resistant WELDING TO COMPLY WITH AWS D1.1 "STRUCTURAL LAMINATED VENEER LUMBER:WELDING CODE-STEEL"WITH E70XX ELECTRODES. The Contractor, Sub-Contractor, Vendor, etc., by submitting his bid or by starting work, wallboard in Baths ALL STRUCTURAL STEEL CONNECTORS AND SPLICES ARE Laminated veneer lumber (LVL) shall be "Micro—Lam" manufactured by Truss Joist Corp. or represents that he has visited the project location and agrees with the plans and details as Architect's approved equal. All LVL's shall bear a visable stamp identifying the name and plant of representing the full extent of construction. If the Contractor has found that the plans and Fasteners: Drywall screws, type "S", length as required for wallboard application. TO BE PRIMED AFTER ERECTION. the manufacturer, the grade, the National Research Board report number and the Quality details are at variance with what is physically in the field, he shall notify the Owner in BOLT NOTES: Control Agency. writing, prior to submitting his bid, requesting a clarification. Corner beads: "Dur—A—Bead" corner reinforcement. ALL A325 AND A490 BOLTED CONNECTIONS SHALL BE LVL's shall be protected from weather while in storage and shall be carefully handled to prevent Control Joints: No. 093, 1/4" opening, 7/16" deep. INSTALLED WITH"TURN-OF-NUT"METHOD,AS DEFINED IN damage. The Owner shall secure and pay for Building Permit and Certificate of Occupancy. SECTION 8.1 OF THE RCSC SPECIFICATION FOR STRUCTURAL Contractor(s) shall pay all costs associated with, and shall comply with all regulations of all USG Joint Compound: Topping. JOINTS USING ASTM A325 OR A490 H.S.BOLTS,DEC.31 11 o.c. staggered. trades. Multiple LVL members shall be fastened together with a minimum of two rows of 16d nails at 12 Authorities required to secure all necessary permits, inspections, tests, and approvals for all 2009,CONTAINED IN PART 16,SPECIFICTIONS AND CODES USG Joint Compound: Taping. OF THE AISC STEEL CONSTRUCTION MANUAL,14TH EDITION. As a general guide for uniformly loaded LVL's, holes are allowed in LVL's only in the 3 span zone The General Contractor is responsible for the protection and safety of ail persons and existing except Accessories shall include all bolts, inserts, clips, attachments, brackets, fastenings, hangers SECTION 8.2.1:TABLE 8.2,TURN-OF-NUT PRETENSIONING: and in the middle of the LVL. In no instance shall a hole larger than 2" diameter be allowed. facilities at the construction site,Spaces between holes are to be a minimum of 2x the diameter of the largest hole. Rectangular pt for damage to property or bodily injury arising from and all other material (other than structural members), necessary for complete installations A. ALL BOLTS SHALL BE BROUGHT TO A SNUG TIGHTNESS, holes are not allowed. the owner's sole negligence. The General Contractor shall save and hold harmless the owner and of proper sizes, number with which they are used. DEFINED AS THE TIGHTNESS ATTAINED BY THE FULL EFFORTengineer from and against all suits or claims in connection with public liability and property damage OF A MAN USING AN ORDINARY SPUD WRENCH. No holes will be allowed in PSL's unless authorized in writing from the Architect. and shall defend any and all such actions and pay all expenses arising therefrom. MISCELLANEOUS CARPENTRY: B. ALL BOLTS IN CONNECTION SHALL THEN BE TIGHTENED In all cases follow the manufacturers recommendations. Individual Contracts between the Owner and Sub-contractors, vendors, etc.; the Complete all rough carpentry and related items of work indicated on the drawings and ADDITIONALLY BY A NUT OR BOLT ROTATION(THERE SHALL Any LVL or PSL with soles larger than allowed, spaced closer than allowed, placed in the incorrect Sub—contractor shall provide Insurance Coverage to save and hold harmless the owner from BE NO ROTATION OF THE PART NOT TURNED BY THE span zone, or laced above or below the max./min. depth, shall be removed and replaced. and against all suits or claims in connection with public liability and property damage and i generally described herein. p P / p p shall defend any and all such actions and pay all expenses arising therefrom. Materials for rough carpentry throughout shall be sound, flat, straight, well seasoned, air WRENCH)OF THE FOLLOWING,PER TABLE 82: 9 P .✓ 9 g INSTALL ALL LVL LUMBER PER MFG.'S INSTRUCTION AND SPECfFfCATfONS dried to a moisture content not exceeding 10%. The grades of materials shall be as defined BOLT LENGTH UP TO AND INCLUDING 4 DIAMETERS- The Contractor shall provide and maintain all necessary coverings, boards, etc. as required to by the rules of the recognized associations of lumber manufacturers producing the materials 113 TURN(BOTH FACES NORMAL TO BOLT AXIS) protect all areas affected by construction. The Contractor shall be held responsible for all herein specified. Kiln dried lumber meeting the moisture content of air dried lumber may be BOLT LENGTH OVER 4 AND LESS THAN 8 DIAMETERS- damages caused by improper protection and shall make all necessary repairs or replacement, used in lieu of air dried. Wood supporting or contacting all finish carpentry shall be of the without additional charges to the Owner The Contractor shall supervise and direct the work, type and dryness that will not affect the finish. 1/2 TURN(BOTH FACES NORMAL TO BOLT AXIS) ELECTRICAL: using his best skill and attention. He shall be solely responsible for all construction means, Rough hardware: commercial quality including bolts, nails, spikes, screws, anchor bolts, The Construction Documents do not indicate/include electrical systems in detail. These are for diagromatic methods, techniques, sequences and procedures, and for the coordination of all portions of the expansion shields and other items which are required to assemble or secure the work shown purposes only. work. or specified herein. LUMBER: The contractor shall be licensed to perform electrical work in the municipality governing this prope�ty Contractor(s) shall notify the Owner in writing, and receive approval, before ordering or Complete all items of finish carpentry work including all metal finish hardware, identifying All framing shall be done in accordance with the latest edition of "National Design installing items or materials which are proposed equals. The Contractor shall provide all devices and oil other items furnished b others and indicated on the drawings and generally Specifications for Wood Construction" of the American Forest and Paper Assoc. ANSI NFPA The Contractor shall verify scope of work with owner. necessaryinformation and/or samples to verify the suitability of the proposed item or Y 9 9 y p p ( / All work shall comply with the National Electric Code and local codes and ordinances. / p y Y P P described herein. NDS, latest edition). P Y material. Substitutions may be rejected because of quality, finish, availability or appearance. li l all ll taelectrical i t t inecessary o install d lequipment i t b all l id rove alabor, materials an Ridge Vent to be full flow shingle over ridge vent. Full flow model - SORVBL as All lumber materials used in the building shall be good, sound, dry materials free from rot, Contractor shall pThe General Contractor shall review and coordinate the scheduling of all construction with the manufactured by Headrick Building Products, Inc., 5775 Bethelview Rd., Cumming, GA., 30040. large and loose knots, shakes and other imperfections whereby the strength may be impaired related fixtures, and connections to heating and air conditioning equipment (where required). Owner, and submit a completion schedule of work with his bid documents or price proposals. Tel. no. 678-513-7242. Or approved equal. and of sizes indicated on drawings. Efecfricaf Contractor, and his sub-contractors, shall coordinate work with all other trades. The General Contractor shall review the requirements of the job site with the Owner to ALL RAILING SPINDLES SHALE. BE SPACED SO A 4" DIA All framing members (joists, headers, girders, studs, plates, etc.), shall comply with the All electrical fixtures, devices, etc. to be selected by the Owner and installed by determine the use of areas, etc. Any related costs or changes thereto shall be included in SPHERE WILL NOT FIT THRU minimum specifications for HEM-Fir No. 1 or Douglas Fir Larch No. 2 (unless indicated the Electrician in strict compliance with all codes. the cost of the work. IF CONVENTIONAL ROOF FRAMING IS USED, PROVIDE 2X4 otherwise), with the following basic stress values: COLLAR TIES @ 4'-0" O.C. All electrical fixtures (recessed downlights, etc.) in contact with insulation to be The General Contractor shall verify all drawings for coordination between trades, locate slots, ROOF TRUSSES, IF USED MUST BE DESIGNED FOR THE Hem-Fir No. 1 Douglas Fir Larch No. 2 type IC (approved for in-contact with insulation). sleeves, and trenches as required for mechanical trades. Provide and/or install anchors, MINIMUM LOADS AS SHOWN IN THESE NOTES AND BEAR THE Flexure Flo = 950 psi single 875 psi single inserts, hangers, etc., as required for various trades. SEAL OF AN ARCHITECT OR ENGINEER REGISTERED IN THE Shear Fv = 75psi 95 psi Contractor shall provide all labor, materials and equipment necessary to install STATE OF NEW YORK. E = 1,500,000 psi 1,600,000 psi electrical fixtures, devices, etc. Sub—Contractor shall coordinate work with all To minimize disruption to the Owners use of the project site, on site storage of equipment ALL HEADER SHALL BE AS FOLLOWS UNLESS OTHERWISE other trades. and materials is to be kept to a minimum. Arrangements may be made with the Owner for Pressure preservative treatment for wood shall be approved b local authorities having storage of materials in a designated area. NOTED: P PP Y 9 OPENINGS UPTO 4'-0" (2) 2"X10"S jurisdiction. All heating and air conditioning equipment to be installed by others and (2) 2"X12"S connected by Electrician. OPENINGS UP TO 8'-0" (2) 2"X12" W/ 1/2" F OPENINGS UP TO 6'-0" Provide ledger, blocking, nailer, and rough framing hardware, as required. The ARCHITECT is NOT responsible for CONSTRUCTION PHASE SERVICES. Administration of the FLITCH PLATE Electrician to obtain and a for permit and arrange for U.L. Certification. All rafters to be attached to plates, walls or floor> with Simpson H1 hurricane ties All lumber shall bear visible grade stamping. p y p g Construction contract is the responsibility of the Owner. or equivalent DO NOT SCALE DRAWINGS. USE INDICATED DIMENSIONS ONLY All beams, joists and rafters shall be set with natural crown up. THERMAL and MOISTURE PROTECTION: Provide double rafters and headers around all roof skylights or any openings larger than Foundation to be waterproofed with an approved type, viscous asphalt base coating, and spacing of rafters/floor joists, etc., unless otherwise noted on Drawings. Smoke Alarms applied in accordance with manufacturers recommendation. Provide "X" bridging or solid blocking at mid—span of all roof rafters/floor joists spanning Smoke alarms shall be installed or verified to exist within the residence in accordance with the All windows, doors are to be weather stripped and caulked. more than 9'—O". Bottom ends of bridging shall not be nailed until after sheathing is following,or be installed in accordance with the following by a licensed electrician All sealants are to be silicone, colored to match surrounding material. installed. Smoke Alarms shall be listed in accordance with UL 2034 Metal cross bridging shall be galvanized steel as manufactured by Teco, Simpson or approved and comply with NFPA 72 All flashing shall be non—ferrous metal unless otherwise noted. Fabric flashing may only be equal, and installed in accordance with manufacturers directions. used with the written approval of the Architect. and carbon monoxide and smoke alarms shall be listed in Connection hardware shall be galvanized steel of the type gauge (min. 18 ga.) or size noted accordance with UL 2034 and UL 217 All roof and roof—to—wall joints shall be continuously flashed. on drawings, by Simpson Strong Tie Co., or approved equal. Provide joist, rafter and truss Smoke Alarms shall comply with section R314 of the 2015 IRC, including: Ice and snow shield to extend 3' past inside wall Iline hangers for all members not supported by direct bearing. Install and nail hangers in strict R314.1 General accordance with Manufacturer's recommendations. WINDOWS and DOORS: R314.2 Where Required All glazing in doors, fixed side lights, shower enclosures and interior partitions where such R314.3 Location glazing extends to within 18" of floor level shall be shatterproof type glass, tempered or R314.4 Interconnection laminated as per code requirements. NY STATE ENERGY CODE NOTES: R314.5 Combination Alarms ALL WORK TO COMPLY WITH NEW YORK New exterior doors to be insulated, and as selected by owner. STATE ENERGY CONSERVATION R314.6 Power Source CONSTRUCTION CODE, LATEST EDITION. R314.7 Fire Alarm Systems See drawings for exterior door and window information. CONSTRUCTION CODE. Y PER FINISH HARDWARE: IFSTALL SPECIFICATIO SALLS DIFFER FROMAIC INFORMATION SIHIOWNISONS.ON THESE The scope of work includes the furnishing of all labor, materials, templates, equipment, and DRAWINGS, CONSULT ENGINEER BEFORE PROCEEDING. Carbon Monoxide Alarms services required or necessary for, or incidental to the delivery of all "finishing hardware" for FASTENERS AND ATTACHMENTS ARE REQUIRED PER TABLE R602.3(1) OF THE items shown on the drawings and by actual conditions on the site. 2015 IRC, U.N.O. Carbon Monoxide alarms shall be installed or verified to exist within the residence in accordance with the ROOF FRAMING AND CONSTRUCTION SHOULD BE iN ACCORDANCE WITH CHAPTER R8 INCLUDING following, or be installed in accordance with the following b a licensed electrician R802 FOR ROOF FRAMING, R802.11 FOR ROOF TIE DOWN, R803 AND R503.2.1.1 (1) FOR ROOF SHEATHING 9 g Y Finishing hardware shall include butts, locksets/latchsets, door stops, thresholds, AND R905.2.6 FOR ROOF ATTACHMENT Catton Monoxide alarms siiafi be listed in accordance with UL 2034 weatherstripping and all other items necessary to make a complete job in every respect. SECURE ALL MULTi—MEMBER BEAMS TOGETHER W/ 1/2" CARRIAGE BOLTS Finish shall be as selected by Owner. All lock hardware to be heavy duty, manufacturer as 16" O.C. STAGGERED 2.5" FROM TOP AND BOTTOM and carbon monoxide and smoke alarms shall be listed in selected by owner. Cylinders to be Sargents maximum security system or equal. Threshold UNLESS NOTED OTHERWISE IN MFG INSTALLATION SPECIFICATION accordance with UL 2034 and UL 217 shall be as manufactured by "Zero" or approved equal. The Contractor shall provide catalog cuts for all items prior to ordering hardware. SUBSURFACE INVESTIGATION WAS NOT PERFORMED ANDA GEOTECHNICAL Carbon Monoxide alarms shall comply with section R315 of the ENGINEERING REPORT WAS NOT AVAILABLE FOR FOUNDATION DESIGN OF THIS p Y PROJECT. PRIOR TO AND iF DEEMED NECESSARY BY THE OWNER OR 2015 IRC including: LOCAL BUILDING OFFICIAL, THE CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED GEOTECHNICAL ENGINEER TO PERFORM SOILS INVESTIGATION AND R315.1 General PROVIDE RECOMMENDATIONS FOR FOUNDATION DESIGN, INCLUDING SOIL BEARING R315.2 Where required DESIGN PRESSURE, COMPACTION CRITERIA, AND PERFORM SOiL TESTING DURING Q CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL EARTHWORK R315.3 Location OPERATIONS IN STRICT ACCORDANCE WITH THIS REPORT. IF FOUNDATION RECOMMENDATIONS AND ALLOWABLE SOiL CAPACITY DIFFER FROM THE DESIGN ASSUMPTIONS SHOWN ON R315.4 Combinaton Alarms THE DRAWINGS, THEN MODIFICATIONS TO THE DRAIMNGS WILL BE REQUIRED. SHOULD THIS OCCUR, THE CONTRACTOR SHALL STOP CONSTRUCTION AND NOTIFY THE R315.5 Power Source ENGINEER IMMEDIATELY R315.6 Carbon Monoxide Detection Systems FOUNDATIONS: 4, ED AIgC r1T W All footings shall bear on undisturbed soil or rock, having a minimum safe bearing capacity of 1.5 tons per square foot. �. O ( a All footings shall be formed to meet sizes indicated on drawings and details. (P Elevations of footing bottoms shown on drawings are at the highest permissible elevations. Actual footing bottoms may be lower if adequate bearing material is not found at the footing depths shown on drawings. �- �9T 04075o pQ' Footings shall rest in trenches on undisturbed soil, any footings resting on ledge shall be �` y pinned to the ledge with 12" #6 stnl stl rebars 16" o.c. driven 6" into solid ledge and extending 6" OF NO into footing. Engineer to inspect any non—virgin soil trench conditions, or exposed ledge conditions prior to pouring footings. A - 10 3 1 2 5 0 YENNECOTT DRIVE CONSTRUCTION NOTES KAR SIS D ES I C 1 1 V TUD SO CONSTANTINE KALESIS ARCHITECT PLLC SCALE 1/4 11%0" ARCHITECTURE I N T E R I O R S CON STANTINE . KALESIS@G MAI L . COM M O B I L E 9 1 7 - 8 5 3 - 2 4 8 0 NOVEMBER 02 2021