Loading...
HomeMy WebLinkAbout48214-Z °Y 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#: 48214 Date: 8/26/2022 Permission is hereby granted to: ITIA LLC 45-09 Green cwlnt Ave Sunn side NY 11104 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 285 Willow Dr., Green ort SCTM # 473889 Sec/Block/Lot# 33.-6-9 Pursuant to application dated 7/12/2022 and approved by the Building Inspector. To expire on 2/25/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $613.60 CO-ADDITION TO DWELLING $50.00 Total: $663.60 Buil ing Inspector � F TOWN OF SOUTHOLD—BUILDING DEPARTMENT " Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 11971 -0959 w� ltoo � Telephone (631 ) 765-1802 Fax (631) 765-9502 hu s://Www'soulltoldto�wnklu .")ov � U' Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I 99 PERMIT NO. Building InspecAoro F sem„ --O�I �fL_7ffda� wdl .� 4�F",�t�l���•�;al:I::I Applications and(forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:07/12/2022 OWNER(S)OF PROPERTY: Name:Gena and Spiro Dongaris SCTM#1000-33-06-09 Project Address:285 Willow Lane Greenport NY 11944 Phone#:201-401-3333 Email:athenica@aol.com Mailing Address:285 Willow Lane Greenport NY 11944 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 [Ell:m:sarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: TTM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ii No 1 PROPERTY INFORMATION Existing use of property:Residence Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 12-qO NC this property? Dyes BNo IF YES,PROVIDE A COPY IN Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a:Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,forthe construction of buildings, addilions,alterations or for removal or demolition as herein described.The,applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulatlons and to admit authorized inspectors on premises and In In for necessary Inspections.False statements made herein are punishable as`a Class A misdemeanor pursuant toSectloti 210,45 of the New York State Penal Law. Application Submidi int n Ilk ra�l Q IgAuthorized Agent ❑Owner Signature of AppiiInit. Date: STATE OF NEW YORK) SS: COUNTY OFKNT4 Ibeing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above/named, (S)he is the ...___ Ar,I 1 ( ontractor,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 nowledge and belief,and that the work will be performed in the manner set forth in the application file therewith, BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk Ow day of Commission Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Spiro Uonaris as agent for IIIA, LLC.,residing at 285 Willow Drive, , I, Greenport, NY 11944 A M P Architecture do hereby authorize, to apply on my behalf to own of Southold Building Department for approval as described herein. 06/29/2022 Owner's Signature Date Spiro Dongaris as agent for ITIA, LLC. Print Owner's Name 2 A57s-esT4f SITE PLAN HATCH KEY: N57°42150"W PROPOSED BUILDING ADDITION PROP05ED ACCESSORY STRUCTURE O Z 07 O _ ® W O m cly PROPOSED 2ND STORY J r'I }: O Z m . I_ Lo J '^ ' IY 0� ti •, w OJEC7 5�0 r =f Lo m O O R � Rt im -INTERIOR ALTERATIONS I - 1 REAR ,ADDITION � z w + ' J -NSW REAR COVERED FORGH '� _ ; ; - �t I _z r . 0) (D C) z >: It u_ C)II I I• , . +, '' . Z Tq SUBJECT PROPERTY LL) Iuj (oLf) Cr T-i O FROJEGT DATA : II ✓ICY F, 6. L -r., /p.'i4 1.µ r PROJECT / ZONING DATA I TAX MAP # b 1000-33-06-Oq V 1 I t -- - •� I ZONING DISTRICT ~A W b R-40 G _ ,, �z ~ V 1 1 LOT AREA 1.3 ACRES Q ' i CofO - NEW DWELLING #25103;1/4/2000 LOGTI Oil Mie ry I 1 I n Q 1 — - - SCALE: NTS ` oHABITABLE SPACE EXISTING PROPOSED v I BASEMENT AREA O S.F. O S.F. , FIRST FLOOR AREA Ipg4 S.F. 1,044 S.F. A(5E <E I � I ��OO ,00 PROJECT LOCATION & SCOPE \ I v SECOND FLOOR AREA 772 S.F. 772 S.F. I � 1 TOTAL BEDROOM COUNT 3 3 SITE PLAN & ZONING DATA I v Lu I - -- � z GENERAL NOTES I t fu LOT GOVERAGE ENERGY TABLE Q — - ---- -- — - - - STRUCTURAL DESIGN CHARTS I - I O > DESCRIPTION (FOOTPRINT) AREA COVERAGE HOLDOWN, ANCHOR BOLT, 11J Q TOTAL LOT AREA 54540.0 S.F. STRAPPING, & NAILING DETAILS I EXISTING MAIN DWELLING 1,670.0 S.F. 3.190 FASTENING SCHEDULE EXISTING COVERED PORCH — 233.0 S.F. 0.495 (5-00..00 FRAMING GRAPHICS I PROP. REAR PORCH 320.0 S.F. 0.6% BEAM CONNECTION PATTERNS I � I I 1 } FIREBLOCKING DETAILS I I Q � TOTAL AREA OF ALL STRUCTURES 2223.0 S.F. 4.1% PROP. COVERED P RCH - **MAXIMUM LOT COVERAGE ALLOWED - 20� _ A-101 .00 PROPOSED DEMOLITION PLANS I EXIST. DECK TO B 20.0' DEMOLISHED I I — Z I w ( I 1 _Fl T7 A- 102 .00 PROPOSED FOUNDATION PLAN 0 0 I - U I I I i l l l EXIST. STAR TO EXIST.STAIR TO BASEMENT I o FlLIU BASEMENTI REQUIRED SETBACKS - MAIN BUILDING (CORNER LOT) I I 63.2' 1 I-STY P IRTION OF DWELLING REQUIRED EXIST. PROPOSED COMPLIES I FRONT YARD PROPOSED FIRST FLOOR PLAN di fi fi IST FLOOR ADDITION TO MATCH i 1 (PRIMARY) 50.0 50.3 50.3 YES o EXIST. 2ND FLOOR CANT. DEPTH ' I S 1 DE YARD 15.0' 63.2' 63.2' YES PROJECT: I I - I I FRONT YARD 50.0' 5q.6' 5q.6' YES (5EGONDARY) - 10 ,00 PROPOSED SECOND FLOOR PLAN DONGARIS I REAR YARD 50.0' 212.3' 212.3' YES t ADD. + ALT. I I PROPOSED EXTERIOR ELEVATIONS 5q,6 t 285 WILLOW LANE I 2-5TY PORTION OF DWELLING 50i FRONT SETE3AC,K (FRIMARY FRONT) GREENPORT MODIFIED COVERED PORCH t A-202 .00 PROPOSED EXTERIOR ELEVATIONS I u, DRAWING TITLE: PROP. STEPS - -- ° PROJECT LOCATION &SCOPE 1 m SITE PLAN & ZONING DATA BUILDING SECTION I PAGE: p 8:25.00' A-401 .00 DESIGN DETAILS G-00loOO N86°0'1'00"E 146.18' DWV/ WATER SUPPLY RISER DATE: 06/27/22 1 OF 13 1 N L E T F O N D R O A D SITE LAYOUT NOTES: p I. THIS 15 AN ARCHITECT'S SITE PLAN 8 IS tE D.gyp SUBJECT TO VERIFICATION BY A LICENSED r � "( �� SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE `a/ - ARGHITECT'5 BEST OF KNOWLEDGE. CC 2.SURVEY INFORMATION WA5 OBTAINED FROM A SURVEY DATED 02/1q/Igg7 ANDk PREPARED BY: LASTING G. GRAF � l 202/ I; OF NE`N L7 LAND SURVEYOR I, , � r � .I -13 WOODLAWN ROAD 4.V SIT FLAN ROCKY POINT N.Y. 21 5 TELEPHONE: (516) 821 3442 I~il1LDI�lC QEF;. TOv"V„OF SJL:-, _. . 5GALE: 1" = 15'-0" NOTES SFE'C I F I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE,AND MASONRY A55RE Y I AT I ONS a d7 IT 15 THE GONTRAGTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER(Fb = eil5) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS 70 VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ___ _-_ _ Q 0 To6ETNER AT ALL TIMES. IT 15 ALSO THE GONTRAGTORS RESPONSIBILITY To READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE Bp• BOARD INSUL. INSULATIONH 0) SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-GONITRAGTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF o z O 2. ALL LUMBER IN CRAWL SPACES TO BE I6' ABOVE 50R:ATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING,OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR L LJ u CN 6" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR J GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINOS TO BEAR ON FIRM,VIROIN,UNDISTURBED 501E BLDGBUILDING K KIPS (1000 LBS) F- r-i GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE D .DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT LJ.) I. NO WORK TO START UNTIL APPROVEn PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501L TO HAVE MIN. SEARING CAPACITY OF (1) TON/50. FT.,U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS Q LiJ APPLICABLE ESUILDIN6 DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS _-- --- _ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. l MAXIMUM 4. AT FLUSH FRAMING USE 16 OAC-7E METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED _ (n Z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL O = SIRUGTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. _ --J P 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL B.O.W. f BOTTOM OF WALL MIN. MINIMUM I- Lo Y FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADIN& 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS ix AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL 1� TIER OF FRAMING 15 IN PLACE. G.J. GEILIN6 JOIST NAVD66 NORTH AMERICAN VERTICAL DATUM OF 1x88 ix 0) 0 b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, _]� 0 O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. OF THE OKNER:/BUILDER COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE In m INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED � �' RT m -!. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6R:ADEMARK OF A LUMBER&RAPING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED Z 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARGHITECT/EN61NlEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE WITH THE WORK. DBL. DOUBLE OCG. OCCUPANCY 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 41. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. F- q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE INSIGNIA OF THE GRADING A&ENCY WHICH COMPLIES WITH THE - -- Z b. NO DEVIATIONS OR CHANGES TO Ti fE STRUCTURAL SYSTEM SHALL BE MADE P.T. R.EQUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-qq. TE 10. ALL CONCRETO HAVE AN ULTIMATE COMPRESSIVE 5TREN1&TH AT 28 DFE f DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q _uj jJ UNLESS APPROVED BY THE ARCHITECT/ENOINEER. DAYS OF 4,000 P.S.I., U.O.N. - = 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET f DIM. DIMENSION P GONG. POURED CONCRETE J Ct 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1 410.1 STRUCTURAL GLUED LAMINATED 11. CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH - - O BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE I z 0) FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN J r 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASF ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. l PLYWOOD 1 Y O WOOD I-J015TS SHALL MEET THE PROVISIONS OF ASTM D5055 z >- 11. DO NOT SCALE DRAWIN65,WRITTEN DIMENSIONS TAKE PRECEDENCEELEV. z II. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPEGIFIGATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION R.E515TANT TIES - ELEVATION P.T. PRESSURE TREATED Q 6-003 AND CLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THI5 (1) WALL TIE PER (3) SQ. FT. 10. OWNER/BIJILDER ARE RESPONSIBLE= FOR ALL INSPECTIONS, APPROVALS, NAILIN6 AS PER FASTENING SCHEDULE ON PAGE EQUIP. 1 EQUIPMENT REQ'D REQUIRED -j N DOCUMENT,THE 60VERNING BUILDING CODE AND ANY ADDITIONAL CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL - LL Lu (D 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIRE`.MENTS A5 SET FORTH IN THE MANUFACTURERS GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING � RI RISER APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G. TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 11. THESE SET OF DRAHINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA I` ISS AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SIN6LE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51N& STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. - 0 A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER _ 12. THE IS NOT RETAINED 1=08 SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' CRO55 BRACINO AT JOISTS,STUDS, AND RAFTERS WHEN 5PAN5 5TRUGTUR:AL COMPOSITE LUMBER PRODUCTS,TH15 DOGUMEN, THE Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES - - RESPONSIBLEBIBLE FOROR DESIGN INTENT ONLY. EXCEED 5'-0" AND AT EVERY 5'-0". GOVERNING BUILDIN6 CODE, AND ANY ADDITIONAL R.EQUIR.EMENT5 AS OF 40"F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO FAR FLOOR AREA RATIO BTL. STEEL 13. THE CONTRACTOR SHALL OBTAIN G SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. CERTIFICATE OF OCCUPANCY. F.A.V. FRESH AIR VENT S.V. SMART VENT W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE AL50 PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR TBD � TO BE DETERMINED WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ENGINEER. TIMES. AT THE COMPLETION OF WORK.,THE CONTRACTOR SHALL REMOVE ALL __ F- Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS &OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS R1051514, WASTE MATERIALS,TOOLS,ETC.,GLEAN GLASS AND LEAVE WORK FIRST FLOOR ELEVATION TEMP GL. TEMPERED 6LA55 LJJ U BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DE516N DR.AHINOS, WHERE EVER APPLICABLE. - _ F- 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURERS CODE EVALUATION REPORT. F.J. FLOOR JOISTS HK. THICK U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL = J 141. UNLESS OTHERPIASE INDICATED, ALL FOUNDATION FOOTINC75 ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES (� J AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOIST'S FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP P'ROJEGTINO b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 636 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK --- --- Q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR ASTM G7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCINO. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD SPECIFICATION FOR GYPSUM SHEATHING BOARD. THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE: YEAR AFTER 1q• AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILIN6 AND STRAPPING 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED [F R. FRAME 1 IVP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOJND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" - - - -- 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED v `� ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. A6AINST ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.6 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, L055 OR EXPENSE (A) METAL- BY REPEATED BRU5HIN0, DIPPING, OR SOAKING UNTIL THE WOOD PLUMBING GYP. BD. GYPSUM FY IN BOARD V.I.F. VERIFIELD AE35ORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, Led. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) ININ-JURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER, THAN THE WORK - - -.- IS ATTRIBUTABLE BODILY INJURY, ESS, DISEASE E DEATH OR TO CONTRACTOR I5 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PR.OV15IONS OF U.S. DEPARTMENT OF COMMERCE SYSTEMS TO NY5 "LUMBING CODE AND NY5 DEC R:E6ULATION5. H.D. [HOLD DOWN W/ JWITH BLE MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. HDR HEADER WD. WOOD \ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMIE75ION OF THE ETC. ANY REFERENCES TO CGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR - - CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. ALL WATER PIPNG TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. AND AT BASE OF VERTICAL WASTE PIPES. - BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. 7RU55 JOIST MGMILLIAN IAE MICR.OLAM FOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), HAFFRE30ARD ORIENTED-STRAND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/6" PER -.- 0. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P'SL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR HAFER:BOARD USED IN STRUCTURAL IONS SHALL MEET FOOT. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING, NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED A5 PER MANU. 5PEG.'5 PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. OENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: -- - - TO BE SURE THEY ARE IN ACCORDANCE WITH THE DR:AWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - DISH rgASHE:R.........................................2" APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JO15T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - KITCHEN SINK........................................2" INSULATION ¢ FENESTRATION `A I /-AJC� I �� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING COD 2E, - LAVATORY............................................... " C AUTHORIZATION OF THE ARCHITECT/EN&INIEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - SHOW=R/TUB..........................................2" CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A206.A AND ANY - TOILET........................................................3" - i41. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DR:AWIN6,5 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE - LAUNDRY ................................................2" NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. - FLOOR DRAIN..........................................3" PROPOSED 17E51ON CODE PRESCRIPTIVE VALUE � PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THECOMPONENT COMPLIES OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4 VALUE CITATION (PER 2020 NY5ECCG) 20. CONTRACTOR TO REMOVE k RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI014.1 CELLULOSIC THROUGH ROOF. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL0510 FIBER IN5ULATIN6 BOARD. 7. PROVIDE FRO57-PROOF H05E 6I55 WITH EASILY ACCESSIBLE DRAIN d 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. DRAIN GOOKS AS READ. HOSE BIB5 SHALL BE PROVIDED WITH BACKFLOW F ALUE = 0.25 MAX. U-VALUE = 0.32 SPEGIFIGATIONS,UNLESS NOTED &THE Rl^115E. I.6S. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN PROTECTION. FENESTRATION U-VALUE LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.30 CFM/SF YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. PER R402.4.3 $ TABLE 8402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIR.EBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (F'S- 1), THE GOVERNING BUILDING GORE,AND ANY ADDITIONAL WITH BACK FLOW PROTECTION. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION EXTERIOR (2"xb") WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN THE A THE EDGE OF THE STUD. REPORTS. 41. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FRAME WALL R-VALUE PER TABLE 8402.1.2 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF 141410 (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL MIN R-VALUE = Iq 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 22.7. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR FLOOR R-VALUE R-30 BATT INSULATION YES CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION I5 DIRECTED TO THE APPLICABLE DETAILS, TO CONGEALMENT OF PLUMBING. PER TABLE R402.1.2 - CLIMATE ZONE 4 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PACE 6-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLT5 SHALL COMPLY WITH AN51/A5ME B 182.1 SQUARE AND STATE BUILDING GORE, 2020 NEW YOF:K STATE RESIDENTIAL GORE,2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). IA. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER E3UILDING CODE. NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED Z W STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.22. LAO SCREWS: LAO 50R:EW5 OR LAO BOLTS SHALL COMPLY WITH ANSI/ NOR ANY POTENTIAL DAMAGE THEREOF. COMPLIANCE STATEMENT: 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEC.'s). ASME E315.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFE55IONAL JUDGMENT, THESE: PLANS AND SPECIFICATIONS ARE IN 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND/FLOOR PLANS. COMPLIANCE: WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 LRE:]. 0 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE R:EQUIR:EMENT5 OF ANSI/TPI I NATIONAL DESIGN (AFdPA) AMERICAN WOOD COUNCIL (A1^I0). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ELECTRICAL: TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDIN& CODE,AND ANY ADDITIONAL REMIREMENT5 I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NF-H YORK STATE WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE PLUMBING CODE. SECURE w/(2) 1/2" Q ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 ENERGY CONSERVATION CONSTRUCTION CODE. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED R.EINFORCIN& (® MIN. Ib" 6A6E ARE SPECIFIED, MINIMUM A5TM A653,5TR.UCTURAL QUALITY, 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL COMPLETION OF WORK. TAE3LE 8501.-7 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY [CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA CODE,NFPA 7H 0 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A SHEARALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S3. SMOKE DETECTORS, IN CONFORMANCE GENERALLY,VERIFY OR RPROVIDE E HARD WIRED DPROJECT: WITH NEPA 72: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - STANDARD SHEARHALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. - CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8 LONG SMOKE DETECTORS w/BATTERY BACK-UP IN: STRUCTURAL MEMBER „ s �� 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD _ __ _ GROUND SNOW LOAD 25 L.B'S P4/6 RI5E 8 w/(2) /4"4r BOLTS THROUGH CENTER LINE OF VERTICAL LEC-5 SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES,AND STAPLES. A. EACH 5LEEPIN6 ROOM ALLOWABLE DON GAR IS SET b' DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: DEFLECTION ADD + ALT ADAPTED FROM STANDARD FOR HURF:IGANE RESISTANT RESIDENTIAL MECHANICAL CONNECTIONS: 2.2b. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 ADA CONSTRUCTION;FON;SSTD DAR AND 2015 UR SBG HIGH WIND EDITION WOOD FRAME SHALL MEET THE R:EQUIR:EMENTS OF THE 60VERNINO BUILDING CODE AREA IN THE IMMEDIATE VICINITY OF EXPOSURE CATE60RY B ' • I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE AND ANY ADDITIONAL R:EQUIR:EMENT5 AS SET FORTH IN THE RAFTERS HAVING SLOPES 6R EATER THEN 3/12 THE BEDROOMS (GENIERALLY THE HALLWAY) L/180 CONSTRUCTION SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. MANUFACTURER'S CODE EVALUATION REPORTS. W/NO FINISHED GEILIN6 ATTACHED TO RAFTERS 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION HALLS, G. EVERY LEVEL OF DWELLING SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 (BASMENT,FIRST FLOOR, d SECOND FLOOR,ETC) INTERIOR WALLS 4 PARTITIONS H/180 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT BY "SIMPSON" MANUFACTURER. HOODSGR:EWS (INCH SERIES). WEATHERING SEVERE 285 WILLOW LANE INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2306 OF IBC SHALL &LASS WINDOWS AND DOORS FLOORS 4 PLASTERED CEILIN55 L/360 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES I. ALL &LASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. FROST LINE DEPTH 3-O GREENPORT INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL MEGHANIGAL, FUEL OAS: 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 2. &LASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" CLEARANCES ARE PROVIDED. 1. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE TERMITE MODERATE TO HEAVY AREAS SHALL BE STAIN1LE55 STEEL OR HOT DIPPED GALVANIZED. NY5 MECHANICAL CODE AND FUEL 6A5 CODE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED ICE BARRIER REQUIRED YES GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WITHIN ib" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, SHEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER UNLESS OTHERWISE NOTED. 51TE WORK EXTERIOR WALLS - WIND LOADS VJ/ BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR ENERGY TABLE AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS MANUFACTURER'S SPECIFICATIONS. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING SPECIFICATIONS OF THE PRODUCT BEING INSTALLED RECEIVE CLARIFICATION FROM ARCHITEOVENOINIEER PRIOR TO PROCEEDING. RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS J VARIATIONS IN CONNECTOR GONFIOURATION SHALL BE APPROVED BY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF ENERGY CONSERVATION CONSTRUCTION CODE. 3. EXCAVATE ANP BACK FILL FOR WORK INDICATED ON DRAWIN65. ARCHITECT TOPSOIL RAFTERS 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR SITE.STOCKPILE STOCKPILE ALLEXCAVATED MATERIBTAINED FROM ALS. DRIVEWAY AND BUILDING STRUCTURAL DESION LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. HAN: BEAM ANGERL BE ALLOWED WITH SPE CIFICATIONS EDS LISTED PMO MOUNTED 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE - - 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46 AND EVERY 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL ROOTS, ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE USE LIVE LOAD DEAD LOADG-002mOO 16 HITHIN 4 OF EXTERIOR CORNERS. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. .5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED GYPSUM WALL BOARD 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 5. PROTECT TR.EE5 WITHIN EIGHT FEET OF THE BUILDING. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAYING A MIN. BOLT DIAMETER I. GYPSUM HALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT SHOULD BE 6UAR:ANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE COMPOUND METHOD. DECKS 40sf IS sf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR I5 TO SUBSTITUTE WITH p P 2. ALL 6YP5UM BOARD SHALL BE 1/2 ON HALLS AND GEILIN6, UNLESS ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE DATE: 06/27/22 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY2 OF 13 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PA55ANOER VEHICLE &ARA6E5 50 psf AS PER PLAN AND AT SPAGIN6 NOT EXCEEDING 4' ON CENTER. DEEMED APPLICABLE. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DEVON PRESSURE, ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf 3. 5/8", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS ROUGH OPENINO, U-FACTOR, LIGHT AREA, VENT AREA,AND EORE55 p (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET REQUIREMENTS. INSULATION IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING ATTICS WITH STORAGE (MAX CLEAR HOT > 479 20 psf 15 psf HICKN F 5/6"NETE 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED LS OSS MINIMUM. TEMPERED CLASS.EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE S FIBERGLASS BATT INSULATION BYJOHN MANVILLE OR APPROVED EQUAL. CONCRETE PAROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf IS psf �Ow� �ARC�'1�,, FOIL TO BE PLACED TOWARD WARM SIDE. O 4. FINISH JOINTS,J-BEADS,NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. CJ ,5 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENIT5 OF THE LAROE 5LEEPIN6 ROOMS 30 psf 15 psf /6y'y� q , �� �.�► TO DRY BETWEEN GOATS. FINAL GOAT TO BE 5ANDED SMOOTH. M15SIL.E TEST OF A5TM Elqqb AND A5TM E1556 AS MODIFIED BY 2020 NY5 50 - WALLS FROM b" BELOW 6 .2.12.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET " 'o ORADE TO 24" BELOW GRADE IF DESIRED BY SECTION 301 CONTRACTOR OR OHNER. CARE SHOULD BE TAKEN NOT TO DAMAGE STAIRS 40 psf IS psf ��I FOUNDATION WATERPROOFING. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND THE R:EQUIR:EMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR ' ALL OPENINGS. ANSI/DASMA 115. ` OUAR:DRAILS AND HANDRAILS 200 psf IS psf 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: CY ? - q" R-30 FOR FLAT GEILIN65 b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PACE 6-003. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE,WOOD STR.UGTURAL PANELS WITH 19� �pia (� � - 625" R-306 FOR VAULTED AND CATHEDRAL GEILIN65 A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 6' SHALL -w,4 4 BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND 12 psf FOR ATTIC Nle - 3.5" R-13 FOR .''."x4" WALL CONSTRUCTION ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR OATH. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION ATTACHED TO THE FRAMING SURR:OUNDIN& THE OPENING. PANELS SHALL BE - 5.25 R-21 FOR FLOORS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH CORROSION-R.E5ISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) ON THE BUILDING. HOLDONN DETAILS TYF I GAL NAILING/STRAFF I NG REOU I REMENTS FOR FASTENING SGHEDULE A a v ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.'s;MANUFACTURER UFL I FT7 SMEAR/ $ LATERAL N I I `1D RES I STMNGE NOTE: THIS SGHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p ~- d) SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, p "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) J _ vi ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SGHEDULE A5 PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q w >- DESCRIPTION L�AND STENER SPEC. FASTENER HOLDONN 'A' HOLDONN 'B' [CONNECTION A0 � FOR NEW EXIST. I `►A I L. I I `lam/ ORID QUANTITY SPACING J = Z FOUNDATIONS ;y ROOF GE I L I NG FRAMING lD Y I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd 0) C) NDWA_L NDWALL COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER 0 c 0 (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE �' 2" 2.HOOD 15 ASSUMED TO BE Dr,#2 d BTR 1N DRY USE cr HEIGHT STUD HEI6FlT STUD ONNEGTED TO RR• 2" n SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST " CORNER STUD NNEGTED TO " TRANSFER SHEAR CONNECTION: Z 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL Q TRANSFER SHEAR SIMPSON HDQS 3 8 �ry 0 • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP = 0 FOR STRAP - d COMMON HOLES,SET NEW MEMBER Z M HOEDOWN ANCHOR® 2-Ibd COMMON • • � F- 2-Ibd COMMON LOCATIONS NOTED NAILS® 6" O.G. d NAILS ® EA. END OF STRAP. • • „ / 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 JOIST LAPS OVER PARTITIONS(FACE-NAIL) Ci-Ibd COMMON EACH LAP Q NAILS ® b O.G. S ON PLANS 10" O.G. IF BLOCKED �/ ' ' W O" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J G TIES 777 ?' 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO J 00 CORNER POST ROOF 5PAN5 OF 24' OR GREATER, T61�TLYG O E END OF THE NAIL TO A 90"ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE 'SIMPSON" HDQB USE 4 8 d COMMON NAILS HOEDOWN ANCHOR® EA. END OF STRAP FOR ROOF b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END J 'r'� SECTION 12.4-PLACEMENT OF NAILS d SPIKES 4 TABLE 0 LOCATIONS NOTEDa a SLOPES OF 5:12 AND GREATER. cR 4-1. RIM BOARD TO RAFTER (END-NAIL) 2-1,65d COMMON EACH END Z d' ON PLANS , d,as a CONNECTION BI E32 AT RAFTER TO TOP PLATE TO STUD J N HOLDOWN INSTALLATION OPTIONS: d CONNECTION: NALL FRAMING LO w cfl Ln Ix r-I FOR NEW P. GONG. FOUND.'sFOR STRAP - 3 S d COMMON NAILS ® 52 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON I PER FOOT HOLDOWN CAST IN PLACE w/1/5"R THREADED ROD o� EA. END OF STRAP: x9i 0 WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • s� • • 7/8110 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTOa • • NOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY E31 MAX.NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 1 SIMPSON # H2A (OR EQUAL) RAFTER TIE LJJ (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • FOR TOENAILING - 3 8 d COMMON NAILS FILL TOP 2 COURSES 50LID d CAST IN PLACE HOLDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD V w/Wa"O THREADED RODCONNECTION FOR G.J. TO R.R. - q 16 d COMMON NAILS w REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON 12 PER FOOT = J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW U J HOLDONN 'G' HOLDONN 'D" _ 16_d COMMON NAILS FOR G.J. TO G.J. - 9 160 COMMON NAILS FLOOR FRAMING Q �C E°OR NEW s EXIST. FOR NEWLY POURED CONNECTION GI 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST FOUNDATIONS • FOUNDATION ® ONE STORY ONLY (3) 2x FULL • ` ' , HEIGHT STUDS SRN R STUD BRIDGING To J015T(TOE-NAIL) 2-Sd COMMON EACH END ,,CONNECTED TO c, TRANSFER SHEAR 0AT STUD TO FLOOR ASSEMBLY BLOCKING TO J015T (TOE-NAIL) 2-8d COMMON EACH LEND "SIMPSON" HDQS • TO STUD CONNECTION: BLOCKING TO SILL or 3-Ibd COMMON EACH ]BLOCK (3) 2x FULL HOEDOWN ANCHOR® 2-Ibd COMMON HEIGHT STUD . G2 LOCATIONS NOTED NAILS ® b" O.G. d ! TOP PLATE (TOE-NAIL) ON PLANS 10" D.G. IF BLOCKED ° CORNER POST FOR STRAP - 5 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST \ ` NAILS ® EA. END OF STRAP M JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER J015T i 1 N I FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d COMMON N _ x � ° I BELOW - 2 16 d COMMON NAILS - NAILS ® O. . BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT • ROOF SHEATHING e A aSTRUCTURAL PANELS: 11 "SIMPSON" s 14RJ CONNECTION DI D2 SOLID INTERIOR ZONE ad COMMON " FIELD HOEDOWN INSTALLATION OPTIONS: a BLOCKIN& PERIMETER EDGE ZONE 8d COMMON 6EDG / 6''FIELD o EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s A �-�• _ . UP TO 9" RAKE OVERHANG HOEDOWNE: w CAST IN PLAC /7/8'0 THREADED ROD • • Y CURRED FOUND.'s NEWLAT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATH I NC FOR EXIST. P. GONG. OF, -I/8"m THREADED ROD (PiZE-DRILLED) EMBEDDED 12" INTOPLATES) CONNECTION: D2 - CONCRETE w/ 'SIMPSON" SET(HIGH STRENGTH EPDXY d 1/2" MIN. ( I ADHESIVE), d FOR TEMP.'S 0°F-40°F USE 'SIMPSON" AT FROM 11 __T GYPSUM WALLBOARD 5d COOLERS -I" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC: ADHESIVE) CORNER FOR STRAP - 3 8 cl COMMON NAILS ® EA. I ° ° END OF STRAP (WRAP STRAP UNDER SILL PL.) NALL SHEATHING ONE #4 REAR • FOR EXIST. /NEW G.M.U. (GONC;. BLOCK) SPECIFIED O D I ° FILL TOP 2 COURSES 501-ID +1 CAST IN PLACE HOEDOWN FOUND. NOTE a ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - 1 III III _._..._._ THREADED ROD _2 _I6_ d COMMON NAILS ;i STRUCTURAL PANELS 5d COMMON 6" EDGE / 12" FIELD a � a ° ALTERNATE CONFIGURATION - ABOVE STUD TO I GYPSUM WALLBOARD 5d COOLERS -1" EDGE / 10" FIELD R FLOOR CONNECTION w/ # LPT4 SIMP50N (OR STRAP w/(5) Ems. NAILING/STRAFF I NG @ N I NDON/DOOR HEADS �` STANDARD/ALTERNATE E°UAL) ® PLATFORM TO SILL PLATES OF EAI STRAP TO W EA.JOIST-(FORL FLOOR SHEATHING (SUBFLOOR) ALTERNATE USE O NOTATION: SIMPSON H2.5A) -A U A -NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.1,P. ISq) CONNECTION ESTRUCTURAL PANELS: LESS: B -NUMBER OF SILL STUDS-0N FLAT(DOES NOT APPLY TO DOORS) (2 2 018 WFGM,TABLE 336,P. 241 1 or 1) �--� 8d COMMON 6" EDGE / 12" FIELD G -NUMBER OF FULL HEIGHT KING STU1715 ® EA. 51PE OF HEADER(200 WFGM,TABLE 3230,P.2q2; GREATER THAN I"° IOd COMMON 6" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D,P. 2413) • D -NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A -D (2018 WFGM,TABLE 3.i,P. ISq) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 5GHEDULE5 SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 Ill TABLE 3.22F,P.288) a FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" EDGE To AT THE PANEL EDTO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE I a a a PLATE(S) CONNECTION (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.5,P. 1411) a a a a a SLAB ON GRADE APPLICATION: SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR °d a a ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B a° a a ,a - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF FOR STRAP - 3 B d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED To I-IGD NAIL PER FOOT. c do n < END OF STRAP (WRAP STRAP UNDER SILL PL) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SGHEDULE B a a SIDE OF THE ROOF PEAK,THE 40 PERIMETER EDGE ZONE ATTACHMENT REQUIREME NT5 SHALL BE D O N GA R IS g USED. -F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOwmOOR OPENINGS a FOR EA. PLATE TO STUD ABOVE s OR BELOW - ADD. + ALT. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) _2 d_ _I6 COMMON NAILS A NOTATION ROUGH A B G D E F G -- oPNG 285 WILLOW LANE 2'-0" 2 1 1 1 1 I GREENPORT 4'-0" 4 I 2 2 2 2 AFL I G I NO OF TOF FLATS GABLE ENDNALL " - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6-0" 5 I 3 3 3 3 BRAG I NG/STRAFF I NG D RAW I N G TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) I I TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT 8'-0" '7 2 3 4 4 4 r — LacirEl } TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING. 1�2"VODG. FOR WIND - EXPOSURES B$C - FOR WIND - EXPOSURES 540 - 4'-0" O.C. To AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE 1-2;1,4 DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) d NAILS E .E(3J PAGE: 12'-0" 12'-0" V-0" OF EA.STRAP I6'-O" 3-O"/3'-q" I6'-O" 4' " ATTIC-O ANGHOR f5OLT SFEG I F I GATT ONS ' 03mOO r 20'-0•• 4'-O"/5'-0" 20'-0" 5'-0" 6•-12' SPEGIFIGATION (2018 WFGM TABLES 3.2A 3.28, P. 15-1-160) — BLOGKIN6 2 BAYS CORNER 24'-0" 4'-0"/5'-0" 24'-0" 611-01. BACK® 4'-0" O.C. CONDITION FOR ALL STRUCTURES: DATE: 06 3 OF 13 Sq" /27/22 • %1"(P ANCHOR BOLTS ® 341" O.G. :25'-0" 5-O W0-5 :2a'-O" ' 32'-0" 6'-O"/1'-6" 32'-O" 8'-O" GOND FLOOR SE g 56-0.1 NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE AR ti x • PROVIDE AN EQUIVALENT NUMBER OF NAILS " 1 „ BLO �- ) CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. 7" EMBEDMENT INTO CONCRETE LEN&THS,THE NAIL SPACIN&SHALL BE REDUCED IN ORDER TO 40-O 51-011/101-01. 40-0 II-O GKIN6 2 BAYS �GJ� .( M• PQ ✓� BACK o 4'-0" O.G. (% END w/ 3" SQUARE WASHERS AND END NUT SETUP; 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-6" 50'-0" 13'-0" _ CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL 1N EXPOSURE B TYP.STRAP w/(3) � t � ,,':;��� „ n TOP TWO COURSES SOLID Sd NAILS EA. ENDk t. 5.TABULATED SPLICE LEN&TH5 ARE BASED ON 8 FOOT WALL 60-O 12-0%15-O 60_011The 0 OF EA. STRAP '0 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY WD; OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-0" 14'-0" 'i0'-O" la'-O" PLAN DIAGRAM OF ZONES RST FLOOR � Q (ADTDEIDTIo1N.NALLY,IGROUND UP TO THE NEARESTY THE IN�FAGTOR �� -/4�in 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12° 50'-0" I6'-0" 80'-O" 22'-O" FROM ENDS AND CORNERS (TWO ® CORNERS) W HALL- 1.125 O F NE (SEE DIAGRAM TO LEFT) lo'HALL- 125 BLOCKING 2 BAYS t '= II'HALL- 115 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 12'WALL- 15 4. COORDINATE w/ HOEDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RADE MATERIAL -- MISCELLANEOUS FRAMINO ORAPHICS CONTINUOUS BUILT-UP GIRDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REaV FOR FRAMER TO HAVE A F I REBL_OGK I NO FOR PLATFORM WOOD FRAM I NC 0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) ___-___ BETrN 1/b ASSEMBLY REQUIREMENTS: (FOR ENOINEERED LUMBER [Ie. WOOD I-JOISTS] SEE MANU. SPEC. s FOR ADDITIONAL INFO.) 0 z o GOd 1/4 OF A WHEN 61R7ER5 MADE UP OF JOISTS NAILED W N PATTERINON DESCRIPTION �� TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER J � BLOOKINO UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES -- - --- - - -------- --- - MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a I2"o.G. THE SPAN LENGTH FROM AN INTERMEDIATE Q W >; 5 SUPPORT.NO TWO ADJOINING JOISTS NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T Z TUDS B (5)ROw5 IOd NAILS a 12"O.G. SERVES AS FIRESLOPPIN6. I- SUBFLOOR P i THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE y O (1) Z SUBFLOOR C (2)Rows V2"m BOLTS o I2•O.C.5rA6EERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J = DBL.o ENDS Two-PIECE 5.PLATE SERVE AS FIRESTOPPING. J --- --_-_-- - --_ --- --- l BUILT UP GIRDER PMAX.52" NAILING: - ~ J SOLE PLATE DP, Rows 1/2^m BOLTS o Ib•O.C. MR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ~ L O SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST 5ERVE5 AS FIRESTOPPIN6. O O E (2)Rows 1/2"m BOLTS 0 24'O.G. 51DE WITH IOd NAILS, TWO NEAR EACH END OF BETNEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE <i 5 5. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING a Ln w (2)ROWS 5-5/8'TRU55LOCK SCREw5 0 12.O.G. a I/4 OF A OF 16 INC-4E5 BETWEEN NAILS IN A HORIZONTAL F OR OF NONCOM-BUSTIBLE FILL. m SCREWED ON O)5lDE OF MEMBER _ LINE; OR GIRDERS ARE TO BE NAILED FROM EACH E (2)ROw5 5-5/8'TRUSSLOCK 5CIII 0 16'O.G. P' SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE Q I SGREI^!£D ON(U SIDE OF MEMBER JOIST OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN H (2)ROWS 5-5/8•TRUSSL OOK SCREWS o 24'O.G• P BETWEEN NAILS IN A HORIZONTAL LINE. - JOISTS SERVE A5 FIRESTOPPIN6. z JOIST 5CREWED ON(1)SIDE OF MEMBER MAXIMUM OFFSET (2)ROWS 5"TRU55LOCK 5CREW5 o 12"O.G. THREE-PIECE "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND W J BUILT UP EIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d Q JOIST DEPTH,d SCREWED ON BOTH SIDE of MEMBER r 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. J MATCHED SIZE OF BLOCKING (2)ROWS 5"TKU�'SLOGK SCREWS o Ib'O.G. 4 SERVE AS FIRESTOPPIN6. UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE - j � O PARTITIONS 032" O.G. BLOCKING STUD OTHERS 5TA66ERED W/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-5TOPPIN6. z O O L (2)ROWS 5'TRU55LOGK SCREWS o 24"O.G. BETWEEN I/6 a 1/4 OF A THAN 52„BETWEEN NAILS IN A HORIZONTAL LINE. r"'I e� DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER / 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL r"I O FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS ---0 BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO NOTE: STRINGER TO SERVE AS FIRESTOPPING. Q Z 4 CANTI LEVERED FLOOR I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED rq GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR N d C.oNNEGTION PATTERN S'WHEN lo•OR LARGER P FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH U. W (4 STUD 2.WHEN SCREWING OR NAILINE FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO Im %-I OFFSET FASTENERS I/2"FROM ONE SIDE r0 THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH r- O LO SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS MASONRY PIERS, NAILED TO WOOD POSTS OR O GABLE END ,� FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE o 6'O.G. TRU55 BOLTED 70 STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE JOIST 2) lOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL NA I L= I NO PATTERNS FOR SIDE L=OADED BEAMS 0c . FL=USH BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE IBLE L H, THE INTERIOR FINISH. PLASTER GEILIN6 V NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE IO)Sd -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NAILS AS FIRE5TOPPING. FIRE- FIRE- WOOD FIRESTOPPIN6 FIRE5TOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING FIRE- FIRE- SOLE I-- STOPPI146 STOPPING U MULTIPLE-PIECE MEMBERS W rm JOIST W *5d COOLER NAILS 0 10'O.G. NAILED BOLTED' II = V I,I J LOCKING 2"x4"BLOCK NAILED TO EA.BRAGS IF 2 ROWS Ibd 5 ROW5 Ibd 2 RowsY,• 2 RtxaSX,' 2 ROWS)4 VERTICAL (� J W/(4) IOd NAILS COMMON COMMON BOLTS•24' BOLTS BOLTS FIRESTOPPING WHEN e 12'Oz.' a 12"O.G. O.G.STA66ER� a 12'O.C. a b•OL. COVERING IS APPLIED c,TUp 20 ga.STRAP TO UNDERSIDE of Q GYPSUM BOA TWO ROWS 12.O.G. THREE ROWS 12'04- JOISTS DOUBLE PLATE *5d COOLER NAILS 0 10"O.C. (10) 5d NAIL BEAM SELECTION w/ STD. NAILING " o o " " o o " LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY ;OTE` ENDYdAI-L 5 AS NOTED IN NOTES '1 8 0 " o o a o 0 o s NONCOMBUSTIBLE AL ERNATE DENOTES ALT.FOR USE OF DRYWALL SCREWS SOLE FIRESTOPPIN6 LOCATION GATT ION OVER STUDS, UNLESS TOP PLATE 15 4'o EDGE/12"o FIELD FULLY BLOCKED � 61 x: ,y DE5I6NED TO CARRY THE LOAD SCREWS#6- 111 TYPE W OR 5 1.TOP AND BOTTOM ROMSHOULD BE 2'FROM EDGES WOOD FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" Two ROWS 24"O.G.5TACCERED rAO Rows 61 o.G. F1RE5roPPING LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL NTERI O Z STUD DETAIL THICKNESS OF THE MEMBER USE WASHHE0 ERS UNDER AD AHO NUT © O OVERLAID ROOF 5.STA06ER EACH ROW OF FASTENERS BY 12'. OO OO OO OO OO OO OO OO _a 2'SPACE NOT \ ATTACHMENT © VALLEY 4.FOR A TH+R�-PIECE MEMBER,THE SPEGIFIEO NAILING 15 FROM EACH SIDE. III' l;ll lI TO BE FILLED \ © NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOUI�ONLY BE U5®WHEN LOAM ARE APPLIED TO lim FIRESTOPPIN6 \ APPROX I INCH THICK \ BOTH SIDE OF THE MEMBER. \ \. b.VALUES FOR HAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4'O.G.NAIL SPAOIN6. LOCATION '7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: `• STRAPPING H/ T.2 ROWS OF Ibd C40MMM NAILS 02'OZ)FOR DEPTI5 12'OR LE55 FIRESTOPPIN6 \ \ 4 5d NAILS LOCATION 8 LOCATION a . EA.END o R.R. 5.5 ROws OF Ibd COMMON NAILS 02'O.G)FOR DEPTHS OF 14•.Ib't W. LOCATION 10 FULL WIDTH 2"c BLOCK] Z O 1= W GONSTRUGT I ON DETAILS WIND LOAD PATH CONNECT ON DETAILS /� N TOP PLATE DRILL 2"0 INTO ROOF DECK FOR 5TRAP1IN6 IN5TL. NOT TO SCALE INTERSECTION DETAIL 15T.OR NEN NEW R.R.SET w/ RR.BELOW UPPER TOP PLATE LAPS 4 lod f.ONTINJOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R's ALIEN NEN d EX. R.R.AS SHOWN K I NC STUDS- PLAN TUDS PLAN VIEW SIMILAR ROOF,R.R. N LINA ED WOOD JOIST -0 WOOD JO I S CRIPPLE STUD E) BLOCK I NO JOIST HANOER HEADER OENERAL REG2UIREMENT5 FOR GENERAL REOUIREMENT5 FOR - ' -fl W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OIRDER/HEADER -O WOOD OI RDER JACK STUDS IN MIEI- R O WOOD JO I ST -0 � o JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: IAM.X 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. Xs THE LENGTH OF THE NAIL FROM THE MEMBER END, I. NAILS SHALL BE DRIVEN PERPENDICULAR TO A5 5HOWN ABOVE THE MEMBER,5TRA145HT THROUGH AND BENT OVER AR IS A MIN. OF (3) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST RAFTER D + ALT SIX TIMES THE DIAM. OF THE NAIL ■ ■ 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD O -- WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE _ IN EA. SIDE W285 WILLOW LANEHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST � DOUBLE JOIST -fl TOP PLATE GREENPORT GRIM. CHASE SECURING @ STD. SIDE WALL --O DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JO 1ST FOR UNDER A BATHTUB DOUBLE JO 1ST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION N/STUDS TO ATTIC, FLOOR 4 BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) PAGE: TOP PLATE ® O-A M Q WIND RESISTANT CONSTRUCTION CONNEGTORS GHIM. CHASE WALL p _ o CONNECTION LO)CATI ON: PART NUMBER: NOTES: G-004mOO o w RI DOE-TO-RAFTERS G520 ® 21 ^� APPLY TO EACH PAIR OF RAFTERS � Q " Q ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER z DATE: 06/27/22 4 OF 13 ROOF o o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER F EQ'D BLOCKING a OO PLATE-TO-WA STUD 0520 C@ 18" TO AL16N w/STRAPPING Q w a APPLY TO EACH WALL STUD t- v ® EA LEVEL lu THE FIi�FL ®X Q 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 36" 71 �r w APPLY TO EACH WALL STUD arc, FLOOR/GL6. ® O HEADER-TO-JACK STUD 05200 12° APPLY TO EACH JACK STUD �,�� ? a/��,•A� CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLOPOWN ANCHOR SSTBI(6 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE -Sr . 37Wlb IST. FLOOR-UNDER-SILL PLATE 0520 SIDE VIEW PLAN VIEW (USE WITH 3" SQUARE WASHERS) ��O F tdE` � _ USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER HIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. GENERAL SYMBOL <EY : ----------------------------------------------------------- ----------------- --- -------, -I-�-rtes I Q NEW PARTIAL HEIGHT _ EXISTING TO BE DI.MOL►SHEDr-- �J HOOD FRAME (L.O. STL. Lu Z I I I I I I I O EXISTING TO REMAIN tom"``i WHEN APPLICABLE) I I I I I W N --� � NEW WOOD FRAME (L.O. NEW W FOUNDATION WALL W STL. WHEN APPLICABLE) _ I DEMOLISH EXIST. DECK I F Z NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL I 0 Z POST FOR 4" WALLS J J WOOD FRAME (L.G. STL. I NEW 2-HR FIRE RATED I WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I I 1- LA POST FOR b" WALLS), U.O.N. z I DEMOLISH EXIST. I d7 A I I EXIST.DN O � I WALL AND WINDOWS I O O O TrF WOOD FRAME (L.G. STL. N I I CL Lo w WHEN APPLICABLE) w _— — I— — — — — � -- -- ____ Z IL jxW 00 _ I I I I I IIII J — —I d. II ------ ------ - O Z O O I J ri C) II REMOVE EXISTING I I Y O ------------- -F F J T-1-1 I 1`1 ( I KITCHEN I I Z � 4 I I I I I� �`� U I I Q Z � I I I I --- r--L-� ----------- --- EXIST. I -- EXIST. GREAT J N � I ROOM V' W-1 ------ --------- ----- ---- ----- ----- - KITCHEN 1 1 1 1 1L �_ ci I I I EXIST.ROOM INC DEMOLISH ALL�- EXISTING CABINETS, � 0. PLUMBING FIXTURES d I APPLIANCES TO BE REMOVED EXIST. REAR DECK TO BE REMOVED I FT- 1 1 I I IIII W I I I I DEMOLISH WALL5 d III I II EXIST. UP -----J L-- -----1 w DOORS V DEMOLISH WALLS EXIST. G X \\\�� I O J E IST. 1 HALLWAYAl j EXIST. OIL TANK DEMOLISH EXISTING DEMOLISH EXISTING UPSTAIRS I , L------ ---- I I STEPS „ STAIRCASE ` EXIST. LIVING I -----1 L I ROOM I T I EXIST. I I CL. EXIST. UPI 1 I I 1 1 1 1 1 V EXIST. MECHANICAL AL L---- -i --- EXIST. EXIST. I I GARAGE EXIST. BOILER $ --:--i---BATHROOM I I REMOVE EXISTING -------- EXIST. FIXTURES tu 11 - I I I I DEMOLISH WINDOWS i d DOOR II — I I EXIST. FRONT EXIST. I I PORCH UNFINISHED BASEMENT (UNHEATED) j I I I �kWINDOWS. REPLACE ALL L ENLARGE REMOVE EXISTING OPENINGS AS REQ. STEPS,RAILING,AND (TMP) PROPOSED I7)EMOL_I T I ON PLAN COLUMNS 50ALE: 1/4" = 1'-0" z g m o X C) I III I FT REPLACE ALL IIII WINDOWS. ENLARGE III i OPENINGS AS REQ. III I (TYP) ui Q EXIST. EXIST. EXIST. BEDROOM BEDROOM PROJECT: REMOVE EXISTING SLAB-ON-GRADE FOOTING ABOVE IIII DONGARIS I III ADD. + ALT. I III - - - Imo- - - - - - - I I L J DEMOLITION NOTE: EXIST. I // 285 WILLOW LANE EXIST. ENTRY STEPS PROVIDE SHORING AND SUPPORT TO ALL AFFECTED HALLWAY III �I TO BE REMOVED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT Hill ' G R E E N PO RT OF ANY DEMOLITION OR CONSTRUCTION. III IIII DEMOLISH EXISTING L-- I I III STAIRCASE EXIST. BATHROOM (1� dal Viii DRAWING TITLE: REMOVE EXIST. I I I r------ - �LuJ - _— WINDOW I I TEMPORARY SHORINO/DEMO SEQUENCING NOTES: I. INSTALL TEMP. POSTS d 61RDER PER DEMOLITION I ' ------ '-- -� 1 - PROPOSED DEMOLITION PLANS PLAN b PER DETAILS. I I L- / III 2.REMOVE EXIST. GIRDER. IWALKEXIST. NI CLOSET I I\ — I 5.INSTALL NEW GIRDER PER PROP05ED PLANS;5EGURE EXIST. FLOOR JOISTS TO NEW 51RDER. I F- _ 4.REMOVE TEMP. PO5T5 4 GIRDERS. I I I == REMOVE EXISTING -i ------ :::�-FIXTURE5 EXIST MASTER I I r------ r , �^ BEDROOM I I I /��\ F�--- �I�OFOSE� JJ)EMOL.ITION PLAN I -- II 11 II \ / I r-,--�-� PAGE: DEMOLISH WALLS d \ /,' I I I I I EXIST. SCALE: 1/4" = P-O" DooRs I I I I 1 BATHRooht /� - A—:101m00 �` DEMOLITION NOTE: REPLACE ALL ,� DATE: 06/27/22 OPENINGS AS REQ. WINDOWS. ENLARGE STRUCTURAL MEMBERS PRIPROVIDE 5HORIN5 AND OR TO THE COMMENCEMENT 5 OF 13 (NPS OF ANY DEMOLITION OR CONSTRUCTION. II II _ TEMPORARY 5HORINOWDEMO SEOUENGINO NOTES: I. INSTALL TEMP. POSTS 8 GIRDER PER DEMOLITION �CD AP a PLAN d PER DETAILS. C(� 2.REMOVE EXIST. GIRDER. 3.INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE Ca O EXIST. FLOOR JOISTS TO NEW GIRDER. i 4.REMOVE TEMP. POSTS # GIRDERS. 1 O V' Y'v yTMS-{' J t Op NES FROFOSEi7 IDEMOL_I TI ON PLAN � �/ ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. - OEERAL S�I " I/(50L I<E I •"SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER" DOOR SCHEDULE I ` O -- - ------- WINDOW CHART DOOR MATERIAL0 F_- O NEW PARTIAL HEIGHT - --- -__-- --_ ---- ----- -- EXISTING TO BE DEMOLISHED J WOOD FRAME (L.0. STL. EGRESS - --- -_ FIRE W Z_ O 04 WHE:N APPLICABLE) - ROUGH OPENING WINDOW DEI, IMSION CLEAR TAG DESCRIPTION MANUFACTURER Ll N RATING NOTES J c'I OPENING TEMPERED WIDTH HEIGHT t- Q EXISTING TO REMAIN _ TAG TYPE MODEL # WIDTH REG'D: 20 tuA 45 MIN. RATED Q W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ° WIDTH - HEIGHT WIDTH HEIGHT HEIGHT REOV:24" SELF-CLOSING W >:STL. WHEN APPLIGFrBLE) / � OPEN REG'D: 5.7 S.F. 0: Z - - - -- - -- _--- - _-- FLOOR NEW I-HR FIRE RATED ® MIN. (2) 2"x4° STRUCTURAL A CASEMENT GXWI4 3'-O V2" 4'-O V2" 4'-O" 15/16" ---- ENTRY SINGLE -- - - - - O =7 U) Z WOOD FRAME (L.G. STL. POST FOR 4 WALLS ---- --- 101 SWING W/ I' WIDE THERMA-TRU 3'-O" 6'-8" • 1 • _.I F- J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL „ �- - - - - 2'-7 „ 51DELITE5 F" Lo 2 NEW 2-HR FIRE RATED POST FOR b" WALLS), U.O.N. B CASEMENT GXI4 2-8 - --4-O V2- - ,M„ 4-0 - --.--- ® -- - - _-_- --- J - -__. _ O O 102 RESERVED ��1� O , WOOD FRAME (L.G. STL. _. __ J a Lo WHEN APPLICABLE)' G CASEMENT GX145 3'-O V2" 4'-5 3/8"1- 15/16 15/1611 103 BARN HO OPTION 3-O 6-8 • 4 m a „ ��L -1 ZA D CASEMENT GXIS 2'-8" 5'-O 2'-7 4'-IIEf 104 1311701 JELDWEN 3'-O" 6'-8" • _ . 3/8" V2" "U8" 0 FOUNDATION PLAN NOTES -- --_ - - �7 Io5 DOUBLE BIFOLD IELPHEN b'-o" F6'-8" L • ��� �I Z J E TRANSOM CTR2810 2-8 I-O V2 I-O Q _ - TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 2'-O 2'-O 2'-O 2'-O 106 SINGLE SWING JELDWEN 2'-O" 6'-8" • J O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD F AWNING A21 ()o 5/8" 5/8" 1- V8" IST ADJACENT -- -- - �--� - - ---- --- -- --- �� ; Z_ O (� # SILL SEAL I. ALL EXCAVATIONS SHALL NOT UNDERMINE EX , ` �� �- • ANCHOR BOLTS AS PER P4GE 6-003 FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND G AWNING AR281 2'-8" I'-5 V2" 2-,� I'-5" I 107 SINGLE SWING JELDWEN 3-O b-8 'CJI • -J 0 FIS J r • P. GONG. FOUND. WALL AS PER DETAIL UPON DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. V2 - - .-- _ _ _ -__- -_ RATED Y O • P. GONG.FOOTING AS PER, DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION SECOND FLOOR • S.O. FOOTING 3'-O" BELOW GRADE MIN. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 2'-II V-4 -- Ix Ix Z �"� • I/2" EXPANSION JOINT ® PIERIMETER OF SLAB (WHEN ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER H CASEMENT GW135 3'-O V2" 3'-5 3/8" „ e - APPLICABLE) ENCOUNTERED. 15/16 13/16 201 SINGLE SWING JELDWEN 2'-6" b'-8" • ILL j � • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. --- , - - 202 BARN HO OPTION 2'-O" 6'-8" � _ � STOOPS(WHEN APPLICABLE) GLIDING FWGD111068 „ „ 6'-7 ------ - -. • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 4. ALL FOUNDATION WORK SHALL BE 4p00 P51 POURED CONCRETE AT 1 I I-10 6-4 I I-9 J FOR HEIGHT OF WALL d 51-AB (WHEN APPLICABLE) PATIO DOOR -4 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. j 203 SINGLE SWING JELDWEN 2'-O" 6'-8" L� 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED J CASEMENT GW14 2'-4 4'-O V2" 21-4 ' „ HOLDOWN: CARBON STEEL A5TMA615 GRADE 60. WWM FOR 5LAB5 DO NOT 'V8" 3/8" 4_O e BASEMENT O2 HoLDOWN 'D' AS PER PAGE 6-003 NEED TO BE EPDXY COATED. - - -- - - -- - - - -- -- - - -- -- ----- -- -- - -- W "'-O6'-8" • Ef 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 001 SINGLE SWING JELDWEN 3FRATTED O NEW FND. TO EXIST. FND DOWELS SHALL BE STAGGERED. NEW #5 HOR. REBAR 5FAFIN 4" INTO EXIST. FOUND.VERTICALLY 121 O.G.; DRILL 8 EPDXY PIN 4 -I PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN w PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, _ WALL USING C�UIKRETE HIC3H-STRENGTH ANCHORING EPDXY (OR EQUAL) COVERAGES, AND PLUMBNE55. 19-6 _ J 8. GEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT O16"x8" DEEP P. GONG. CONTINUOUS FOOTING CONCRETE. Q AS PER NOTED DETAIL (TVP.) GONGETE - COLD WEATHER POURING d CONCRETE MIXTURE NEW(2)2"x10" P.T. HDR FOUND 4 POSTS FOR WD. DECK: O WD. P.T. P05T E P. GONG. PER UPON FOOTING AS PER I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF DECK DETAIL (TYP) CONCRETE IN AS BEEN SUSTEMTAISUNDER 45* F IF THAT TEMPERATURE SUSTAINED FOR A2HOURPERIOD OR RE I Q v FOR WOOD STAIRS 0 GRADE: O 2. SC PEGIFIGITY OF ONCRETE DESIGN MIX SHALL BE BY OTHERS. s Q=6 4p THK. P. GONG. PAD 8" WIG'E x REG'D LENGTH UPON dJ •, I I r 6 GRAVEL UNDER 2"x12' P.T. STAIR STRINGERS a 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL y ® A-4ol MAX. 16" O.G.,U.O.N. (MIN. 3 STRINGERS) CONFORM TO AGI 306. I (V I I \ TYPICAL LEDGER BOARD ® EXT. DECK: 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF J015T5 SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 2. SECURED w/(2) 5/8" m x 5" LONG H.D. GAL. LAG BOLTS TEMPERATURES WITHIN 10° F OF CONCRETE. _ _ NEW (2)2"x10" P.T. HD - ® ib" O.G. `Y 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 9 �/ � EGUAL) REMOVE AS REOV. 6 6 4. PROVIDE FLASHING TUCKEV UNDERNEATH SIDING 4 ,� m BENT OVER TOP EDGE OF LEDGER BD. 6. THE USE OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE - Q A-301 A-301 5. SEE NOTED DETAIL PERMITTED WHEN NECESSARY. I ? I '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER V OFIRE RATED DOOR: AND SHALL BE WITHIN IO° F OF CONCRETE TEMPERATURE. - I =,- Q 8 2(2Xba I HR. SELF-CLOSING STEEL DR. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. (V.I.Fa 9. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE _ I NEW MECH. ROOM: PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 3061. RELOCATE EXIST. GAS BOILER d GAS WATER -gIEXIST. UP (ASTM G494/G494M,TYPES G AND E). T HEATER A THIS LOCATION - - - - - 2.INSTALL AS PER MANU. SPIEG.'s 10. CONSULT ARCHITECT WHETI STEEL EMSEDDMENT GROSS SECTIONAL 3 - - - - - - - - - - - NEW LEDGER 3.F.A.I. THROUGH WALL AREAS EXCEED ONE SQUARE INCH. • . - 4.FLUE THROUGH WD. FR. CHASE THROUGH ROOF 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED - - - - - -L 5LAB ON- - - - - - - - MECHANIGAL UNITS A5 PER NYS MG 306.1 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS GRADE 6.MAINTAIN ALL APPLICABLE VENTING REACHED A COMPRESSIVE STRENGTH OF 800 P51. 3 REPLACE DOOR W/ CLEARANCES REQUIRED PER NYS MG 804. -1. DISCONNECT,REROUTE, 4 RECONNECT 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. GLAS5 (THURMATRU EXIST. OIL TANK EQUIPMENT TO EXISTING PIPING AS R.EO'D ? OR EQ) I 4 U- - U TYPICAL MECHANICAL ROOM NOTES: - O I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY "DUROGK" (OR EQUAL) 3 ® MODIFIED. O' ry 2. FOR WD. FR. DLG. AND/OR WALLS - PROVIDE (1) - iv N LAYER OF 5/8" TYPE "X" GYP. BD. UL U305 (OMIT ON * z MECHANICAL w GONGW . ALL5) 3. WW HEN NEW, INSTALL FURNACE/BOILER AS PER MANU. ? ? AREA 0 5PEC.'s AND AS PER NY5 MECH. AND FUEL GA9 CODE u"z ll Z o01 m ❑ O +� 9 V nu�l 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT 0. R IT CONFORMS TO NY5 MECH. AND FUE=L 6A5 GORE c W EXIST. BOILER 5. COMB. AIR VOLUME AS PE:R MANU. SPEG.'s - PROVIDE 5'-2"- FRESH -2 FRESH AIR INTAKE FROM EXTERIOR REPLACE DOOR W/ lXu w W 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH GLASS (THURMATRU 7. FOR GA5 SERVICE, PROVIDE GAS SHUT OFF SWITCH OR EO) ~ 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 1- 4'-0" DBL. w p CLEARANCES AS PER CODE x - 9. PROVIDE 3" FLOOR DRA114 d CONNECT TO EXISTING ul EXIST. NEW 3.5" STEEL COL. O, NEW GLST. SANITARY SYSTEM AS PER NY5 PLUMBING CODE UNFINISHED g W/24"x24"xl2" D PROJECT: BASEMENT Q GONG. FTG. '� (UNHEATED) NEW R.DER TO ..j 3.5" STEEL COL. DON GAR IS EXIST 61REMAIN � � I W/ Iv. D GONG. - -�-- - - --�- - - �-i -o-- - - FTG. ADD. + ALT. L DSL. J J 2 „ 285 WILLOW LANE REPLACE WGREENPORTINDOW IN � Ib"OG KIND DRAWING TITLE; n ° NEW 3.5" STEEL COL. PROPOSED FOUNDATION PLAN X W/ W'x18"x8" D GONG. tu FTG. EXIST. X I- SLAB-ON-GRADE w ABOVE lu PAGE: lu �I �<lu A-10100 ;n ' Q z MODIFIED EXIST. FOOTING(VIF FTG. -u Q I C Q COVERED 0 EXIST. 3' BELOW GRADE; IF N� 0.oI ' FTG. DOES NOT EXTEND 3' Q uQJ PORCH BELOW GRADE, 12" w Q DATE: 06/27/22 6 OF 13 N N O g P`BOVE) SONOTUBE 3' BELOW GRADE z�14 mI w ~ Q REG. (Trri 3) 2"x10" PT GIRDER REG2- - - - (3) 2"xl0" Pt7717R REO. - - - - 1�6'-qy2" VIF 6'-8" VIF :f - •- - -„ 8,-`�2„ ���E��Rc f co �,' s �, r� - NEW STAIR LOCATION to ,�'� F• ,1�„ r,�� Wr FROPOSED FOUNDATION PLAN 0 S.F. HAE31TA5LE Si=AGE; 1,110 S.F. 0 OSS AREA 50ALE: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. S E'� I E R A� 5�/�5 0L_ < !� : •*SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER V I I _- ___- _ __ DOOR SCHEDULE - -- C7 -- -- ---------_---- ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003' FOR NAILING S STRAPPING DETAILS. /J� ••5EE DOOR SCHEDULE FOR ALL 6LAS5 DOORS FROM SAME MANUFACTURER�� I `4 ` - - - DOOR SCHEDULEa O WINDOW CHART - -- - - ----- - U -I - - -- -- - ---- - - - -- -- -I EXISTING TO BE DEMOLISHED EGRESS WOOD FRAME (L.G. STL. DOOR MATERIAL NEW PARTIAL HEIGHT WWZ O WHEN APPLICABLE) ROUGH OPENING WINDOW DIMENSION CLEAR _ EXISTING TO REMAIN - TAO TYPE MODEL # OPENING TEMPERED TAO DESCRIPTION MANUFACTURER p Ul FIRE TIN NOTES J WIDTH R,EQ'D: 20" d N RATING it®IP., WIDTH HEIGHT F- Q � HEIGHT REQb:24 NEW FOUNDATION WALL �Ii' WIDTH EIGHT WIDTH HEIGHT OPEN REQb: 5.7 5.F. tu S45 ELFI-CLOSING Q W . NEW WOOD FRAME (L.G. �''� STL. WHEN APPLIGA'3LE) -------- -.-- -_- -- - }: A CASEMENT CXN14 V-0 V2" 4'-0 V2" 2-I I" 4'-0" 0 FIRST FLOOR WOOD FRANEN I-HR ME(L�.G�SDTL. ® MIN. (2) 2"x4" STRUCTURAL - -_ _ _ - 15/16 ENTRY SINGLE �- � _ �- POST FOR 4" WALLS - - - .- O ------ ---- WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL B CASEMENT CX14 2'-8" 4'-O V2" 2'- 4'-O" e 101 SWING W/ I' WIDE THERMA-TRU 3'-O" 6'-8" • • Y POST FOR b" WALLS), U.D.N. V2 51DELITE5 NEW 2-HR FIRE RATED - ---- - ---- _ ---I WOOD FRAME (L.6. 5TL. 2'-11 4'-4 O WHEN APPLICABLE) G CASEMENT GXI45 3'-O V2" 4'-5 3/8° 15/16" 13/16" ® - 102 RESERVE d Lf) m 103 BARN L:��Ho=OPTION3'-O" 6'-8" • II - �� OZ D CASEMENT GXIS 2'-8" 3/8" V2" '1/8" ® 104 BIFOLD JELDWEN 3'-O" b'-8" •• l( I� - --- -- CL 0) ELEVATION NOTES Q U H � OI HATCHED AREAS INDICATE NEW WORK (TYP.) W m N �I JTA� OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q W }- CONSTRUCTION STANDARDS Ix 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION Z Z H BEFORE INSTALLATION UI Q z ® OPTIONAL METAL SEAM ROOF WHERE INDICATED PROVIDE EPDM MEMBRANE BELOW Lo - / w 0) Q PROVIDE CONGEALED FLAS+iING AT ALL ROOF EXIST. ROOFING TO // O INTERFACES. REMAIN ' / I Lo Ir LINE OF 01-6. AT �' m TYPICAL SIDING: BARGE-END,GLAD I B.O. TRAY Z O I. SEE NOTE AT BUILDING 5EGTION FOR MINIMUM IN BATTEN BOARD = 0 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COPROP. LARGE REPLACE EXIST.COLOR AND MATERIAL SELECTION / H j z � BEFORE INSTALLATION �' F COTTAGE STYLE WINDOWS w/NEW Q W CEDAR SHINGLE 5IDIN6 WHERE INDICATED PROP. HORIZONTAL WINDOWS COTTAGE STYLE -� HARDIE PLANK ❑ (BLACK FINISH) WINDOWS (TYP) J 00 4� VERTICAL HARDIE PLAPdK 5IDIN6 WHERE 5IDIN6 INDICATED % Z 0) NEW 4" SEAMLESS GUTTERS 4 DOWNSPOUTS; j/ E E J T OO (COLOR) a (MATERIAL) (TYP) 2 Q Z I I IIII - - - PROVIDE WD. FR. WALL INFILL ® OPENING JrA -. J�l� I __ __.--... ❑ N 0 w/ SIDING TO MATCH EXIST. - - -- I -._- I❑I II ❑ �❑❑� LL J 1- G I G 1 A ❑❑_I \- I �❑ Lo = V-1 TYPICAL WHITE 'AZEK' (DR EQ. : 4 ' 2 �❑ ❑ 7 I. PROVIDE 5/4"x4" AT ��LL. DOORMAN. CASINGS Q Q --A O 2. PROVIDE 5/4"xb" AT ALL FASCIAS ❑ I ❑ ❑ \ ;❑- NEW BATTEN BOARD -i LLL J O dJ ❑❑ I _p ❑ -- I I I \ \ 5IDIN6 Lu�i OS NEW WOOD FRAME 5TAIR/5TEP5 - - 2 - ❑ \ 1 W ❑ U11❑ ❑ F \ O PROVIDE GRAVEL UNDER NEW STAIR RUNS d LANDINGS - - - — — — — — — - - - - — � � W to NEN DRYER VENT: SEE NOTE ® P � II � � ❑_� ��u - - -- �J�-L-I 4 I a ❑lJ F l❑❑ ❑❑❑� ❑❑11ItMLJ �❑ ❑ II II ° ❑-1 11 L111 A ❑ A _ OI EXISTING CHIMNEY TO REMAIN 11 I 5"0 HBd6 COL"-// OLM � -_l-❑1 Q .e..w•aLw.a. ❑❑ ❑❑- 4 ;A OF B (Tyr) I I DEMOLISH EXISTING PORTIONILDING U I ❑ -4�II Ll tLLL ❑❑L❑�❑❑❑LI-1 l -- ❑ - -- I❑❑LlI I=- I I I III I I I I 13 PROP. COVERED PORCH ) L-11 � �I� ii _ ❑ ❑❑❑ ❑ ��LLU -1� ❑ -�--1\1_-11uJ- R-t ❑❑❑- la A ^^ U U �❑ L❑IJ ❑❑❑❑❑❑ U IJ LIEiL RAILING AROUND RELOCATED STAIRS I NEW COLUMNS TO BE GLAD REMOVE DECORATIVE ELEMENTS PORCH 15 OPTIONAL 6 8 I 12 IN OMODERN OOD 55. I 10 (Nr') OR WHITE NORTH ELEVATION (FRONT) SCALE: I/4" = 1'-0" \ NEW WINDOW z w BATTEN BOARD 5IDIN6 � \ ON &ABLE END WALL - (BOTH SIDES) U i ❑ p PROJECT: � a❑ DONGARIS i❑u_❑ ---❑I ❑ ADD. ALT. 3 IS ❑❑❑❑❑❑LIL ❑❑I❑ �� -- _— — _ _ 285 WILLOW LANE - j ❑ u ❑❑❑ `� = _- --_- — - _-- - — = GREENPORT 4 ❑LH- L� �I J l J�\ ❑-❑ ❑ - -- -- - --__ DRAWING TITLE: IL❑11_ ❑u_❑❑I � 1❑❑Ui❑u_❑❑I�❑❑� ❑� -� �_❑ MArcH ExIST. - PROPOSED EXTERIOR ELEVATIONS �� ❑-❑❑_ I WINDOW HD. HEIGHT ID FEI m- m- PE I m ELLE]i -E D D ❑� ❑❑ ❑u uul I" ❑� 0 ❑0 ©ll .❑ _❑iuMU-H PAGE: ❑ ❑ ❑ ❑ Fr- LLL ❑ ❑ ❑ HL -IL _11 L -201. 00 ED ❑ 00 FIFID ❑ I Ill , ❑❑ ❑❑ EL ' ❑ ❑ 0 ❑ ❑ a I ❑❑❑ DATE: 06/27/22 9 OF 13 NEW COVERED I Q 8 PORCH w/STEPS EAST ELEVATION (fid I C SIT SCE)E) �'����° P SCALE: 1/4" = 1'-0" 411 ^ w Cn 0 -7 tl � • FOF to ELEVATION NOTES n' U Q H (�I HATCHED AREAS INDICATE NEW WORK (TYP)1 W � N J TA 2 TYPICAL ROOFING: 1-1 O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q W CONSTRUCTION 5TANDARD3 cc ix 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION Z BEFORE INSTALLATION Z ® OPTIONAL METAL SEAM ROOF WHERE INDICATED PROVIDE EPDM MEMBRANE BELOW F- IS 0) 0 OPROVIDE CONGEALED FLASHING AT ALL ROOF O O O INTERFACES. 0 m TYPICAL SIDING: O I. SEE NOTE AT BUILDIN6 5ECTION FOR MINIMUM = 0 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION Z BEFORE INSTALLATION Q W CEDAR SHINGLE SIDING WHERE INDICATED 'J 4� VERTICAL HARDIE PLANK 51DINO WHERE J 00 _ - INDICATEDNEN — I- IIII I-III O5 ,RA MATERIAL TrF)RDOWNSPOUTS; (COLO ) 4 � IIIIII II �1 A I �u III JII III IIII II�_LIII IIu Z PROVIDE WD. FR. WALL INFILL ® OPENING 4 I�u I LJ-�\LILE \wQ Z r-I O w/ SIDING TO MATCH EXIST. III U I Ell —um LL W &\ _ll 1 -� 12 L L U1 I I I IIIII 3 Lo x r-I O TYPICAL WHITE 'AZEK' (07;: EQ): II ��- - 2S u I LLLL���ll_>�u ~ � LoI. PROVIDE 5/4"x4" AT ALL DOOR/WIN. CASINOS 15 ll v 2. PROVIDE 5/4"xb" AT ALL FA50IA5 i O NEW WOOD FRAME STAIR/'STEPS MATCH EXIST. - ---- -_- - ----- WINDOW HD. HEIGHT O PROVIDE GRAVEL UNDER NEW STAIR RUNS d LANDINGS LAE LwLli �J SLI L�1 IILLUL -A B B LffiI--I-�_u W to NEW DRYER VENT: 1I�� �I I IIIII u I I 11 I 11 11 11 11 1 = J L� �U - _ _� I I LO - TOIAVOID SED HP. H6HT.� (, J SEE NOTE ® PLAN D D D O I IIII IIIIII II Un III II EXISTING CHIMNEY TO REMAIN L J LJ L �11J �� I u �L_ GOUNTERTO I I Q u� LM u�1L�ll U i 12 DEMOLISH EXISTING PORTION OF BUILDING LLI u u u ILLLL� u� \ I I �J\-I 13 PROP. COVERED PORCH ILu1_I ll1 j1lLll\1 Hill I�I1 III 1 1111111 11 111 NEW COVERED II 4 8 PORCH w/STEPS q 8 I \ NEST ELEVATION (REAR) 50ALE: 1/4" = I'-O" \ rn \ \ w i \ U BATTEN BOARD 51DINO ON 6ABLE END WALL (BOTH SIDES) F \� \ a o PROJECT: 111 O III III II ��1ui1 �u DONGARIS ADD. + A 3 ll-1�) 111LI�1LI1� 1LI1�X11111��1�11\�u11 V I I I IIII LT. I II II LI-ILL THAI - - -� tm ALILLUE H Lu �H 1U uu 11_1 H �I III LI LI IJJLw 285 WILLOW LANE G R E EN PO RT iLL I ILu LU I u I u u u u Lu�1LWUi Il I I I I u 1 LI�1Ul1 MMU-ILL 11 LILLU LM MILL- tu -- 5 JJ 1111 l ii-LLULEIL[alill LI DRAWING TITLE: ]]-LLtLu d ��� LU � UJ - � PROPOSED EXTERIOR ELEVATIONS 1 1 u_ ( I I I I III LI IJ H � I I I I i Miall 11LLIII imE I u I u u uJ ��� ��i LI III 11�1J111�1 I-AILLffl-ILL IL _amu l_-lL l T I IJ u I MLI U a� I-- 8 HBd6 COLUMN " L L LlL1Lu111�J�u 111�Lu�l tu I JLuJ�11J 11_ 1 (TYP) J IJ__I -n- I J LU ��I �II I III PAGE: LL u_I 11 � � iL I u Hill 111111 111111 HillLUJ U�u� Jul Hill��� �I LI [ Lu 1 1L�1111111 -- A-202m00 NEN COVERED-/ DATE: 06/27/22 10 OF 13 PORCH w/STEPS 95 I 4 g 5OUTH ELEVATION (LEFT S I 1)E) 50ALE: 1/4" = I'-O" FEE A C� Cad r`V, OF i•�' a i17 t` 0FN Q U W � O Z O LIU Cy J r-I BUILDING 5EGTION NOTES Q w >: z NEW ROOFING NOTE (TYP.). � Z O I. INSTALL NEW ASPHALT SHINGLES �- 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO O 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS J = OVER —� P J 5.INSTALL 15 # BUILDING FELT (U.O.NJ OVER f" Lo Y 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL 5EAM5) 0) O 5. GAP 5HIN6LE OVER RIDGE d HIPS (AS REQ'D) 6.PROVIDE RIDGE VENT(AS RE0r,9 d U) w 1. FLASH ALL VALLEYS }- m S.INSTALL DRIP EDGE AS REG'D z Q. INSTALL ALL AS PER MANU. SPEC.'s 0 = Q TYPICAL EXTERIOR HALL CONSTRUCTION (TYPJ: Z O • UPON "TYVEK" HOUSE WFAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® Q J ALL. PLYWD 5EAM5) J 00 • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE I Z It C) W •MIN. R-21 INSULATION - --- -_ - _- -- J ri O • 5/8" GYPSUM BD. ALL 'FINISH rq ONEW SIDING NOTE (TYP.)_ — - I. INSTALL NEW CEDAR SHAKES -- __- __ EXIST.EXTERIOR C- 0) z SHEATHING Q U Q 0) Q < W EXIST. SIDING MATERIAL Z_ O z �� f J CN �w EsUILDIN6 PAPER d HOUSE WRAP � � O TO FULLY OVERLAP FLASHING WN O NEW STUD WALL Q W >- t(1 Y Q GAP FOR QQ= MIN. 4" BETWEEN EDGES OF DRAINAGE 5/4"xb" COMPOSITE Z O I-I/2" SQUARE BALUSTER DEGKIN6 N.O.N. ON PLAN/ O � Z (STYLE TO SELECT) "Z" FLA5HIN6 5EGTION/0ETAIL5) J _ z I— J - PROP. F.J. AS SIMPSON H25A RAFTER -`- =" m (3) O PER PLANS TIE (OR EQUAL) FLA5HIN6 O O O (2) 2"x6" P.T. SILL PLATES DRIP EDGE P.T. DECK J015T a Lo ir PON SILL SEAL UPON 5 4 xb P.T. DECK COUNTER AS PER PLAN w4t m ° I J COPPER TERMITE SHIELD BOARDS n 5/4"xb" P.T. FLA5HIN6 3 POURED GONG. ° JOISTS AS PER PLAN FASTENED w/(2) Z SLAB (UNRIENFORGEDJ fl j� 5/5" � HOOKED ANCHOR BOLTS 0 DECK BOARDS P.T. DECK JOISTS AS 5/8" x 5' LONG HEAVY DUTY GAL. O " ° II 39" O.G. w/ 5" SQUARE WASHER 8 NOTED ON PLANSLAO Q b MIL POLY - °II�) RIM BDLWHENIa FOUND.TWALL FASTEN METAL CAW. J015T HANGER ENDNUT;AL50 SEE ANCHOR BOLT m w/(2) 5/5"O x 5 LONG APPROVED Z MOISTURE-, ° � II°�\ ° ° ° �� BY 'SIMPSON' (OR EQUAL) SECTION ON PAGE A-200 5/4 x REQ'D MASONRY ANCHORS ® I6' O.G. J RETARDER 4 EA. JOIST I � PITCH GRADE (2) I/2"� HOT DIPPED 6ALV. HEIGHT P.T. RISER Q 4" GRAVEL BASE ° , ° °°° °1 _ BOLTS ® EA. POST w/OVERSIZED ° FLASHING J UPON GLEAN ° r;° a "I a° P.T. D.J. AS _ z - —WASHERS d END NUT PREBORED 5/4"xb" P.T. - - -" " �2"x 11Z" mCOMPACT FILL h PER PLAN cVINTO BEAM, POST,DECK TIE 4 -- ZDECK BOARDS NEW FOUNDATION WALL CD(I) # 5 RE:BAR 5" THK. (MIND P. RIM BOARASSEMBELY BLOCKING ® EA. J CONTINUOUS a GONG. _ z -- P.T. BEAM AS NOTED 5TRIN&ER TO MATCH SIZE Y C) GRADE BM. N 4 -- SOLID BLOCK ® 12" O.G. OF P.T. DECK JOISTS Z > (I) #5 REBAR `I (5,500 P51) ® 45" O.G. a I I ° (2) 51MP50N DJT14Z (1) 1/2"R H.D. 6ALV. THRU m Z DECK JOIST TIE ® BOLT w/OVERSIZED WASHER FASTEN STRINGER TO �. LDOR GONNGTI ON DETAIL I0 BLOCKING (MIN. 6 � 'J CV NOTE. EA. P05T b END NUT PREBORED INTO �osl - SCALE: I I -O W co 11 (I) BARE®T POST d DECK JOIST TIE I. FASTENERS) -q Q I.OQ _ a I I 45" O.G. _ -. I. REFER TO PAGE A-200 "SIMPSON" ABA44 (Type r _ L0 IMI FOR NAILING AND ® COLUMN BASE ASPHALTIC cO� 5TRAPPING OF ALL (V 4"x4" 4" THK. x 5" WIDE x WIDTH 2 x12 P.T. STRINGERS ® Ib' � O 4x4 P.T. POST O.G. (MIN. 3 STRINGERS PROOFING COMPONENTS II GRADE OF STAIR P. GONG. PAD r EA. STAIRWAY) 2'-0" LAP ISI ° (1) #5 REBAR 12%) 'SONOTUBE' FILLED jj " (TYP.) CONTINUOUS SOLID W P. GONG. �u 2"xb P.T. BLOCK IN BETWEEN NOTE. W I I EA. STRINGER. FASTENED TO 1� (MIN. 4,000 PSI) X ALL DEGKIN6 SHALL BE FASTENED o - P. GONG. PAD w/ IQ/64' x m ° II 5-1/2" CONCRETE SCREWS BY f w/COATED DEGKIN6 SCREWS BY #5 REBAR " -- "DECK MATE" (OR EQUAL) o CALIBURN" (OR EQUAL) - MIN. I I II W O.G. m Ij%__ (5) SCREWS PER BLOCK O" MIN. I I --- e m a--a (2) #5 REBAR V GRADE GRADE ----------- I - �T = J ` � � J 3" MI FOUNDATION NALL DETAIL 2 EXTERIOR NOOD DEGK DETAIL EXTERIOR MOOD STAIR DETAIL #5 REBAR (TYP) Na4A- 01.00 i 0-A-401.00 SCALE: 5/4„ -O A-401.00 SCALE: 5/4„ 1'-0” SCALE: 5/4„ 1'-0-1 #5 BENT REBAR (TYP) ~ III ^`h II I I I I I I \ I I I I � I I TYP. ROOFING (SEE SECTION NOTES) TYP. ROOF CONSTRUCTION (SEE SECTION NOTES) CORNER CONNECTION p�p,N SIMPSON' H2.5A p,5 � RAFTER TIE (L� HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEG.'s; #5 REBAR (TYPJ 2'-0” LAP PLANS AND NOT PROJECTING MORE THAN 4Y2” INTO (NP) PITCHED METAL 'S1MP50N' OR EQUALSTAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT JOIST HANGER BY -------- +--�--------- \ FIRST FINISHED FLOOR FASCIA BOARD I I I I I BEAM AS PER PLAN i i I I I Ij I I II i I I I I I - -- -- (142' MIN. SPACE BETWEEN\ \ - ___WALL AND HANDRAIL \ (SIMPSON FFOROR3 PLY BBM)PM) -- "SIMPSON" B s/4" PINE RISER \ I I I I Br-5:2-2/4 5/4" I (FOR 2 PLY 5M) < I I li w 5/,4" FINE D STANDARDS FOR C RI PPBLE HAND RAIL I I I, REBAR(TYP) 0#5 BENT 2 SCALE: NT5 II I 0 I I I I `t X O GROSS SECTION Q - p I I I MI l N. �;z� HANDRAIL I 5" PERMAGAST I" ROUNDED NOSING CLEARANCE CIRCULAR NON-CIRCULAR I TRUGTURAL COLUMN I I w/Y4" RADIUSLu (NOT INCLUDED INtu I I I 1 TREAD DIMENSION) 411 (oIV4 zI I I o V:2" / (Y4"_2.. / PERI— 2Y4" PROJECT: \_ MIN. / METER / MAX. / 'T' CONNECTION \ / DONGARIS �lu o / / / i ADD. + ALT. \ - t / REBAR OVERLAP DETAIL v N i i "SIMPSON" POST BASE PER POST SIZE A-401.00 SCALE: 3/4" = I'-0" I I (5) 2"x12" STRINGERS ® w/R-21 / / / DEGKIN6 285 WILLOW LANE INSULATION, IF UNDERSIDE IS PAGING \ _ / i i P.T. m 5TORAGE/NON-HABI TAL SPACE G R E E N P O RT P.T. D.J. A5 PER PLAN DRAWING TITLE: STORAGE UNDER Y2' GYP. BD. (NHEN AFFLIGALBE) ° 11 I DESIGN DETAILS II ° o n ° \ u ° I o FLOOR SYSTEM AS n NOTED ON PLAN oll I I TREATED 2"x12" SILL FOR CONTACT 12"(P '50NOTUBE' FILLED I NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM PAGE: WELDED TO COL.;SEE AS NOTED ON PLAN w/GONG. (IF APPLICABLE) SOLID w/ P. GONG. GAP PL. DETAILS ., ° 11 NEW 3-I/2" O D. SGH 40 BASEMENT IS"x15"x12" FTGFTG. 1) 5 BENT A-401m00 x15" , IL ( # WELDEDATO COL.;.;SEE OR 24"x24" HO TDIP OA ASR5TTLCOL. SEE PLAN a REBAR BASE PL. DETAILS FOR FOUND. PLAN BY SIMS a BOLTING STEEL (OR EQUAL) a PROVIDE GOLD JOINT EXIST. P. CONC. SLAB DATE: 06/27/22 (PATCH AS REO'D) 12 OF 13 AT GONG. SEAMS(TYPJ IL INTERIOR NOOD STAIR DETAIL COVERED FOR CIH DETA I L `� ° g _ °_ �,� �0 AF?' „ " A-401.00 " _ " EXIST. GRAVEL A-401.00 SCALE: 3/4 = I -O SCALE: 3/4 - I -O G BASE NEW (3) #5 HOR. l.Lj 'sk _ REBAR UPON (5) #5 ; t- •� �-n 0 NEW 24"x2WA V HOR. REBAR(b TOTAL) p DEEP P. GONG. PAD x FTG. (MIN. 4,000 PSI) EXIST. FILL ' :� ; tr y, 00 0 STEEL COLUMN I$ FOOT I NO DETAIL ` ° A-401.00 SCALE: 5/4" = I'-0" Q � U LLJ W � N J � ri Q W >: � � Z O Z J J F- J w d) 0 O O O �- Lo ir Z O H � Z � Q W J J 00 Z 0) Cc) T-1 Tq Ye� O Z d' Q Z � W W (D f- Q) Lo r-1 i O W Er H w U = J U J Q J 4" FRESH AIR VENT O I L THROUGH ROOF I O I O k U Q I 4I I I I I I MODIFIED BATH _ i MASTER BATH _ 2" I 2 __ MASTER BATH MODIFIED BATH NOTE: a I I I I I I ALL PLUMBING WORK I SHALL CONFORM TO 2"I ( 2"1 2'�1 2111 O 04 �4 04 LOCAL PLUMBING CODE ILI p 1 W I I I I I PROVIDE "ABESGO FF200 FR 1L 2„ I 12" 1 EXPANDING FOAM" (OR EQUAL w I AT ALL PENETRATIONS IN FIRE I I X I O II 1 W RATED WALLS AND w �I I I I� I I� U 1 j3 I p� Q LEGEND 1 I FLOORS/GEILIN65. PRODUCT 1 _ •U .0 W.G. $1 UI 13 W.G. 14" 1 1 I I- " I- " I CONFORMS TO A5TM E V4, = I jU = I 1= = I 1= I U OT WA I I 1 SHOWER I n SHOWER NI .n NI .N m iv1 NI 1 m I------- SUPPLY TUB ASTM E 84,AND UL 14-19 �� I� I I I I _� I I QI TUB 2" 3.. I 2' g�� =--------- L ' -----L _ ---- --�=--� ! GOLD WATER SUPPLY I MODIFIED KITCHEN LAUNDRYMODIFIED BATH II KITCHEN NOTE: 1 PROVIDE "ABESCO FP200 FR BATHROOM ALL PLUMBING WORK I EXPANDING FOAM" (OR EQUAL) SHALL CONFORM TO j I AT ALL PENETRATIONS IN FIRE LOCAL PLUMBING CODE I RATED WALLS AND s p 2„ _�- 12„ �O p I I FLOORS/CEILINGS. PRODUCT 2" --r- I 1 O I I I CONFORMS TO A5TM E 514, ___--r GLEAN OUT -1 2 r I I 1 2 i 5 3' AS REQb LL I I I I ASTM E 54,AND UL 14"19 I I �n 1 �Q 1 �4 I I � �- 1 EXIST. F.A.I. TO 9< I I I I II _ I 5 � w W� I „ 2..LL REMAIN i Iv Ki Iv W.G. i � Iv iv O 15HOWER I- - — LC DW L A c\vI �ry 5HOWER iv I :N iv I �Q m NI In U -,U- -I I- -I r I �I DW 2 L.r G.O. CONNECT TO `>11 EXIST. WATER j w 411 HOUSE SUPPLY SYSTEM ~ MAIN DRAIN G.O. ( I Q I TO STREET 1 j rWATER MAIN 4' TO SEPTIC i .._. _.._..�` PROJECT: w SYSTEM N < m to to DONGARIS I EXIST. ' ADD. + ALT. BOILER FL.UME3I NC R I EER - DRAIN / NASTE / VENT FL.UMB I NC RISER - SUPPLY 285 WILLOW LANE GREENPORT 50ALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-101000 DATE: 06/27/22 13 OF 13 s� FGF N - d _. A 3