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HomeMy WebLinkAbout51848-Z of Soulyo`o Town of Southold * * P.O. Box 1179 C ' 53095 Main Rd ux,r.� io Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46625 Date: 10/27/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 230 Greenway W Orient, NY 11957 Sec/Block/Lot: 15.4-17 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 03/13/2025 Pursuant to which Building Permit No. 51848 and dated: 04/21/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Porch addition with overhang to an existing single-family dwelling as applied for. The certificate is issued to: Nicholas Farmakis , Carrie Solomon Of the aforesaid building. *SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: ew 1 1 Aut rized Sign e I 1 OfSOO olo 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#: 51848 Date: 04/21/2025 Permission is hereby granted to: Nicholas B Farmakis One Gracie Ter 113/213 New York, NY 10028 To: Construct a porch addition with overhang to an existing single-family dwelling as applied for. Premises Located at: 230 Greenway W, Orient, NY 11957 SCTM# 15.-1-17 Pursuant to application dated 03/13/2025 and approved by the Building Inspector. To expire on 04/21/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $277.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total S377.00 Building Inspector SOUIyo� * ' TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING . [ ] FRAMING /STRAPPING [ vf'FINAL F'O(Z � [ .} -FIREPLACE-& CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o ln,nly� - DATE INSPECTOR A. M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 24,2025 t' OCT 2 7 2025 Farmakis Residence 230 Greenway West Orient,NY11957 Tax map#1000-15-1-17 I;.,,,,. :•u'i To Whom It May Concern. Based on my inspection at the above address the foundation was installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo, RA,LEED AP .+ �t� � m•• ct �`y J, .� �(;i� :•Y,;• I �1q';..1 ••jet 5A C 1``• ryr.s•'rn". 1 1 Page 1 of 1 J FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ...... co -------------------------------------- ---- -----------....... FOUNDATION (2ND) .......------ --------------- ROUGH FRAMING & PLUMBING ..................... INSULATION PER N. Y. STATE ENERGY CODE .................. 0 -n4s tl jo1VW4klA. ....................... FINAL ADDITIONAL COMMENTS 4 -10 - zc' le p 0 /A9.,2-70 - R4 .......... ------ -------- ---------- ............ ...... ................. --- ---------- 7D ...................... SufFoi�o. TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnygov Y Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 5 1011 CR) Building Inspector: MAR 12 2025 Applications and forms must be filled-out in their-entirety.Incomplete ' Building Department applications will not be accepted. Where the Applicant is not the owner,an,-, Town of Southold Owner's Authorizationform(Page 2)shall be completed. Date:02.21.25 OWNER(S)OF PROPERTY: . Name:Nicholas FarmakisI ,Sc,rm#1000-1571717 Project Address:230 Greenway West Orient NY - -- _ -- -- Phone#:9179027205 Email:nfarmakis@saviIIs.us Mailing Address-One Gracie Terrace,._1 B New_York, NY 10028w CONTACT PERSON: Name:Nicholas Farmakis Mailing Address:One Gracie Terrace 1 B New_York, NY 1.0028 N Phone#:9179027205 __FEmail:nfarmakis@savills.us DESIGN PROFESSIONAL INFORMATION: Name:Brooke_Eooerson._ Mailing Address:10200 Main Road 3A, Mattituck NY 11952 P hone#:6316039092 __- Email:beppersonamparchitect.com CONTRACTOR INFORMATION: Name:Steve Schroeder Mailing Address:5880 Main Bayview Road Southold NY 11971 Phone#:5164293456 a Email stevsch@optonline.net -.w.._ DESCRIPTION OF PROPOSED CONSTRUCTION' ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $6000 Will the lot be re-graded? ❑Yes M No Will excess fill be removed from premises? ❑Yes M No 1 I PROPERTY INFORMATION Existing use of property:RGSIUGC1tIaI. Intended use of property:Residendia Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to E'C1tIa�ReSId this property? Dyes BNo IF YES,PROVIDE A COPY.__ B CtHKk Box After Reeding: 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 zorfe I` Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are ; punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Nicholas Farmakis Application Submitted By(prjiftt,name): ❑Authorized Agent BOwner Signature of Applicant: r,�i j Date: 02.21.25 STATE OF NEW YORK) SS: COUNTY-OF N jb0 \- ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Con tractor,,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 s S`'� 20.Z� Notary Public eklmLlItIrm' Notary Pubk steleofNewYbfk Repbtratlon No.02L14813241 Quaghd in weatcheatar Z(P PROPERTY OWNER AUTHORIZATION 011Ex'lw'AO30.20 (Where the applicant is not the owner) I, residing at do hereby authorize . to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 i �G of 517E PLAN HATCH KEY: ® PROPOSED BUILDING ADDITION py PROPOSED ACCESSORY STRUCTURE d. ® r` Q tV11 I PROPOSED 2ND STORY Lu s, g � � a W J cB M Q +_' fV � C � APPROVED AS NOTED 0 , `, .,"},4 I -,�' ,t� w+° a a � i e - t .4 r�:ear*�+ •�—� LL . "�'i ! �• �� DATE' -A 1-a5 B.P.# 1 0 p N z O FEE 317 y B}F a� a .cu u') �t X = N NOTIFY BUILDING DEPARTMENT AT O O 0 a--' 631-765-1802 8AM TO 4PM FOR THE O m FOLLOWING INSPECTIONS: O tB a O P $" '' FOUNDATION-TWO REQUIRED Q FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING ' a t INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS U COMPLY WITH ALL CODES OF • — ,': NEW YORK STATE&TOWN CODES AS REQUIRED � —I— "s' AND CONDITIONS OF SOUTHOLDTOA71RUSM _.—..S"�a.. ... .,.s_.,sw..6^ier.,.. ..R »....-.rya 1 „- ..r'W..,.'_,.a.,._ ,—� ...... ,�C- .-_ _ _ ......_.......a.d.:_...........,L...,...._..,.....+w°,.... 1 < • � LOCATION MAP N.rs.oEc Cn SOUTHOLDHPO CL (D SCALE: NTS \ SCHD Q - FROFOSED ON ORAI4 )E BLUESTONE fi ATIO WITH ENTRY STEPS C5-00 .00 PROJECT LOCATION &SCOPE AND LANID I NO SITE PLAN & ZONING DATA - FROPOSED EYE ROW FEROOLA ABOVE PATIO 162.ao' —OO2 ,�� GENERAL NOTES 514025'50"E ��------ ---�� �� o ENERGY TABLE WOOD 8 WIRE FENCE - O F O.--J I E G T L�)A T A � m STRUCTURAL DESIGN CHARTS m f' 0-005,00 HOLDOWN, ANCHOR BOLT, f STRAPPING, & NAILING DETAILS � ( PPROJECT /,ZONING DATA FASTENING SCHEDULE Iz w p TAX MAP # 1000-IS-I-17 I / A- 102 .CO PROPOSED FOUNDATION PLAN = ZONING DISTRICT R-40 NO PROPOSED FIRST FLOOR PLAN LOT AREA 0.5 AGRE5 O / -2O I .00 PROPOSED EXTERIOR ELEVATIONS 0 LOT COVERAGE DESIGN DETAILS w 50UTHOLD TOWN CODE 280-I'1 0 O 50' REAR SETBACK — DE50RIIPTION (FOOTPRINT) AREA 96 LOT COVERAGE SCREENED PORCH TOTAL LOT AREA 21652.7 S.F. 45.0' 45.0' EXI5TIN67 2 STORY FRAME HOUSE 2,160.0 S.F. 10.0 Q 'I5.0' o EXISTft5 SCREENED PORCH 552.0 S.F. 1.690 Q m PROPOSED PORCH AND STAIRS 133.0 S.F. 0.630 PROJECT: � w o O w v TOTAL AAREA OF ALL 5TRU07URE5 2645.0 S.F. 12.2% FA R M A K O S N N 2 STORY FRAME HOUSE N W I MAXIMUM LOT COVERAGE ALLOWED: 20% I ° STONE DRIVEWAY - FRONT PORCH 18.0' �, 25.0 o p ZONING REGULATION5 MAIN BUILDING 520' uuii' PROF. 'O o° 230 GREENWAY ERG©LA— - —�. - - 5OUTHOL;D TOWN CODE 280-17 40' �RGNT SETBACK - - OVERHANG- `.� WEST ORIENT 17.8 PROP. EXIST. PROPOSED COMPLIES STAIR PROP. ON AND '�,� YES 40 MIN. FRONT YARD 40.0' 40 DRAWING TITLE: GRADE LANDING .5' .5' PATIO PROJECT LOCATION & SCOPE sr5 �'`.,� I MIN. SIDE YARD 15.0' 45.0' 43.0' YEs SITE PLAN & ZONING DATA MIN. COMBINED 51 DE YARDS 55.0' 88.0' 88.0' YES lu MIN. REAR YARD 50.0' 50.1' 50.1' YE5 L.P. p L.P. O N r PAGE: f � 0 — G-00LOO N 15°52'40"W 162.a-i' O REENNAY WEST � DATE: 02/11/25 1 OF 5 51TE LAYOUT NOTES: I. TH15 15 AN ARCHITECT'S SITE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICENSED AP SURVEYOR. THE INFORMATION C'jty� REPRESENTED ON THI5 SITE PLAN IS TO THE ��CM, p����� } ARCHITECT'S BEST OF KNOWLEDGE. Q r.y C)d ,i 2. SURVEY INFORMATION WAS OBTAINED :� 'tee' FROM A SURVEY DATED 0-7/I4/00 AND PREPARED BY: � 3 JOHN G. EHLERS IA 0374 5 y� 6 EAST MAIN STREET OF NE`tg -- G I RIVERHEAD, NY 11101 J 1 TE PLAN 631-36a-8288 50ALE: I" = IS'-0" i NOTES $ 5FEC I F I C ATI ON 5 A5 3REV I AT I ONS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEf'_P THI5 CONSTRUCTION DOCUMENT BINDER TOOETHER AT ALL TIMES. IT I5 ALSO THE CONTRACTORS RESPONSIBILITY Ti0 READ ALL NOTES, BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR'TO WORK BFE BASE FLOOD ELEVATION INT. INTERIOR Q GENERAL FOUNDATION CONCRETE. AND MASONRY CARPENTRY BLDG. BUILDING K KIPS (1000 LBS) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT I. ALL LUMBER SHALL BE DOUNLAS FIR LARCH #2 4 BETTER (Flo = 8'15) UNLESS APPLICABLE BUILDING DEPARTMENT. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE OTHERWISE NOTED. BM - 1 BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS Lu Wcu SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2 ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN J (� 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAIN LIKE MANNER. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2. B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TIN6 MIN. FOUNDATION EXPOSURE. Q 4"' (V STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL GOINTRACTOR. 2. ALL FOCTINC75 TO BEAR ON FIRM,VIROIN, UNDISTURBED SOIL 5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO BOT. BOTTOM MEGH. MECHANICAL C 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) IN6 UNLESS (I) 2"xb° B.O.W. BOTTOM OF WALL MIN. MINIMUM 0 AND AUTHORITIES HAYING JURISDICTION. IS NECESSARY TO MATCH FLOOR HEINHTS WITH THE EXISTING STRUCTURE. - - } 0 4. FOOTINGS TO REST A MIN. OF 4-0 BELOW &RAPE, UNLESS G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF I�i88 (D 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESP'ON5IBILITY OTHERWISE NOTED 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR OF THE OWNEF:/BUILDER EQUAL. COL. COLUMN NYC Br, NEW PORK CITY BUILDING CODE d •� 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS,U.O.N. 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR =5 CONDITIONS 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN GONT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORtE PROCEEDING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS FLOORS, ROOFS, AND WALLS. X 0 N WITH THE WORK. UNTIL I� TIER OF FRAMING IS IN PLACE. DBL. DOUBLE OCG. OCCUPANCY -� 0 O �' (D 6. DOUBLE ALL J015TS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, O m r- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL 5YSTEPM SHALL BE MADE "I. FOOTIN&5 TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWINGS. U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION 0 CV p cJ UNLE55 APPROVED BY THE ARCHITEGT/ENGINEER. O 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 'i. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2 BEARING DIM. DIMENSION P. GONG. - 1 POURED CONCRETE a '- '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS SOLID WITH CONCRETE. 6. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. BEFORE THE START OF FRAMING D.J. DECK JOISTS PL. PLATE a. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003.5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. q, ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 P.T. EA• EACH PLYWD. PLYWOOD a. DO NOT SCALE DRAWIN05, WRITTEN DIMENSIONS TAKE PRECEDENCE DAYS OF 4,000 P.5.1., U.O.N. ELEV. ELEVATION P.T. PRESSURE TREATED 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 10. OWNE"UILDER ARE RESPONSIBLE FOR ALL IN5PECTIONSS, APPROVALS, 11. GONG. 5LA55 TO REST ON MIN. OF 6" FINE &RAVEL OR SAND WITH ON PAGE 6-005. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND IU.L. APPROVAL b MIL. POLYETHYLENE VAPOR BARRIER UNDER ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS EQUIP. EQUIPMENT REQ'D REQUIRED FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EXIST. -� EXISTING Rl RISER D 11. THESE SET OF DRANIN65 ARE THE PROPERTY OF ANTHONZY PORTILLO, RA 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. APPLICABLE. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXT. EXTERIOR RM. ROOM �J PERMISSION FROM THE ARCHITECT. 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - II. SUB FLOORING, GENERALLY, HE U OF P THICKNESS AND LU GDX GRADE. (1) WALL TIE PER (5) 50. FT. NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.C.N. U 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER ' - RESPONSIBLE FOR DESIGN INTENT ONLY. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR FAR FLOOR AREA RATIO STL. STEEL MAX. 52-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. APPROVED EQUAL. M 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. F.A.V. FRESH AIR VENT S.V. SMART VENT 4_j W 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL FROM FOOTING TO 2" ABOVE FINISH GRADE. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6, • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR 5H,ALL REMOVE ALL FF FINISHED FLOOR TBD TO BE DETERMINED 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS RUBBISH, WASTE MATERIALS, TOOLS, ETC:., GLEAN &LASS AND LEAVE WORK O NO CONCRETE LI MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES EXCEED 8'-O" AND AT EVERY 8'-O" FF ELEV. f FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS BROOM GLEAN. OF 40 F AND FALLING, UNLE55 APPROVED BY ARCHITECTIEN01NEER. NO 15. THE CONTRACTOR SHALL CARRY W0IZKMAN'S COMPENSATION AND GENERAL ' ` CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.J. FLOOR JOISTS THK. THICK v LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY 5-005. FOUND. FOUNDATION T.O.W. TOP OF WALL L_ AND ORDINANCES. ARCHITECT/ENGINEER. 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK ,AND THE WORK OF 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND NECESSARY. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q ! n THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER WHERE EVER APPLICABLE. FR. FRAME TYP. TYPICAL v/ COMPLETION OF PROJECT. I'1. PROVIDE ALL NAILING AND STRAPPiNO ADDRESSED ON PAGES 6-003. n 1 19. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A FRPR. FIREPROOF U O.N. UNLESS OTHERWISE NOTED �JJ I'1. THE CONTRACTOR SHALL INDEMNIFY .AND HOLD HARMLESS THE OWNER, �� �� I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER GODS. Q MIN. 10 DEEP PROJECTING 6 ON EACH SIDE OF THE FOUNDATION WALL. A6AARCIiNST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,NOINEER, AND THEIR A&ENTS AND IN GRLUDINGOM ND PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FLOOR SHALL NEVER EXCEED A 6"OENERALLY, SEPARATE DOUBLE I SPAN.5T THE THICKNESS OF WALL ABOVE. SUB CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORGINO. FTC. � FOOTING � VERT. VERTICAL ATTORNEYS FEES AR151N6 OUT OF OR RESULTING FROM THE: PERFORMANCE OF 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING GYP. BD. GYPSUM BOARD Y.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L05�5 OR EXPENSE (A) 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED 15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO AS IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" A5 PER PACE 5-005. H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANOIBL.E PROPERTY (OTHER THAN THE WORK DEEP 4 5'-0" BELOW GRADE. ITSELF INCLUDING THE LOSS OR USE RE��ULTIN6 THEREFROM)). (B) IS CAUSED IN 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN WHOLE OR IN PART BY ANY NEOLIOENT ACT OR OMIS51ON O)F THE AGGOR RANGE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY ORt INDIRECTLY TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER - EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5: ANY OF THEM MAY METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINO UNTIL THE WOOD HNOR HANGER ZR ZONING RESOLUTION BE LIABLE RE5ARDLE55 OF WHETHER OR NOT IT 15 CAUSED) IN PART BY A ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, PARTY INDEMNIFIED HEREUNDER. CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER HOR. HORIZONTAL MANUFACTURER SUCH AS: HANOER5, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, Ia. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRU40TION INCLUDINO ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, MAILING, PLACING ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY' THE CONTRACTOR 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, A. TRUSS(LAMINATED SNEER LUMBER) E M DENOTES M APPLICABLE GORES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN B. 6EOR0IA PACIFIC 2.0E O-P LAM AUTHORIZATION OF THE ARCHITECT/EN&INEER. P5L (PARALLEL STRAND LUMBER) DENOTES: A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM IQ. THE CONTRACTOR SHALL BE RE5PON5IBLE FOR ANY SHOlP DRANIN65 ALL TO BE INSTALLED AS PER MANU. 5PEC.'s NEEDED, UNLESS OTHER.WI5E SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN& BUILDING CODE, 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN ,LIKE MANNER. CODE EVALUATION REPORT. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFAC:TURER'S 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL SPECIFICATIONS,UNLE55 NOTED OTHERW,I5E. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 22. PROVIDE FIREBLOGKIN5 AS PER NEW YORK ACCESSIBILITY STANDARDS. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIINST ANY IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE UNAUTHORIZED USE UNDER FEDERAL LAVd BY THE ARCHITECTURAL WORKS HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. COPYRIGHT PROTECTION ACT OF I4190 (AWGPA),WHICH HAS SEVERE PENALTIES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE GENERAL WIND PROTECTION CONNECTION NOTES: MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF ADAPTED FROM STANDARD FOR HURRICANE R:ES15TANT RE5111PENTIAL THE STUD LENGTH SHALL NOT EXCEED 2596 OF THE ACTUAL DEPTH. BORED CONSTRUCTION;55TD 10-a9 AND 2015 5BC HIGH WIND EDITIOW WOOD FRAME HOLES SHALL NOT EXCEED 4090 OF THE ACTUAL STUD DEPTH AND THE EDGE CONSTRUCTION OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE 5TUD. Z I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. w FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENIING DEVICES NOT V INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL NOTES, AND TABLES N PANE OR T 4 HEATHI THE FASTENING SCHEDULE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECIFIES THE R ON NAILING FOR THE 5HEATHIN6 (ANY NAILING SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING S. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS. EXPOSED SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PE0.'5). PLANS. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOORQ 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 26. COLUMN BEARING AS FOLLOWS: 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNEGTTORS SHALL BE WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, TABLE R301 .7 CLIMATIC GEOGRAPHIC DESIGN CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUD59, HEADER STUDS TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. WALL H/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBER5 PROJECT: SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS ® &ROUND SNOW LOAD 25 LBS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF iOPP05INC EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGINO (® MIN. 16" ALLOWABLE FARMAKIS LOCATED IN UPPER THIRD OF ATTIC. SPACE AND ATTACH TO EACH PAIR OF WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). 5TRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH RAFTERS. HOWEVER, WHEN COLUMN OR P05TI N& 15 PART OF THE LOAD PATH FOR USE FRONT PORCH IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, L/I80 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY $ 'i. FLOOR TO FLOOR HOLD-DOWNS TO 13E PROVIDED EVERY 48" AND EVERY w/ b" RISE 4 w/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 16" WITHIN 4' OF EXTERIOR CORNERS. SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-005. INTERIOR WALLS 4 PARTITIONS H/180 8. SILL PLATE TO FOUNDATION ANGHOAOM SILL PLATE SHALL BE ANCHORED WEATHERING SEVERE 230 GREENWAY R: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN.. BOLT DIAMETER FLOORS 4 PLASTERED CEILINGS L/560 FR05T LINE DEPTH 3'-O" WEST ORIENT OF AND 3 x3 x� WASHERS. A MINIMUM OF ONE ANGHODR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF: EACH END OF EACfH PLATE. ANCHOR ALL OTHER STRUCTURAL MEMBERS L/240 5OLT5 SHALL HAVE A MINIMUM EMBEDMENT OFT' IN COHORETE/MASONRY TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHAL1_ BE LOCATED WITHIIN 12" OR CORNERS DRAWING TITLE: AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/560 ICE BARRIER REQUIRED YES GENERAL NOTES CODES AND REFERENCE STANDARD: EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE, 2020 NEW YORK STATE RE5I1:)ENTLAL CODE, 2020 EXTERIOR WALLS - WIND LOADS w/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF GO STRUGTION MANUAL BY THEION AMERIGAN FOREST 4 PAPER ASSOFRAME T ON 57RUG7UR,4L DF_51 CAN LOADS PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (AP-40). 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEIW YORK STATE USE PLUMBIN LIVE LOAD DEAD G-002mOO PLUMBING CODE. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS COME. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC DECKS 40 psf 15 psf CODE,NFPA-70 AND 2020 NEW YORK STATE ENEROY CONSERVATION DATE: 02/11/25 2 OF 5 CONSTRUCTION GODS. PA55ENOER VEHICLE 6ARA&ES 50 psf AS PER PLAN ATTICS WITHOUT 5TORA6E (MAX CLEAR H6T < 42") 10 psf 15 psf ATTICS WITH 5TORACE (MAX CLEAR HOT > 429 20 psf 15 psf ,CIF D AT,, ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf �� f`�° p(a;� �� f 5LEEPIN6 ROOMS 50 psf 15 psf 6 •? �`%'`� .a� �� Ra=r' STAIRS 40 psf 15 psf 6UAR 'RAILS AND HANDRAILS 200 psf 15 psf ©q�a 6 �� ;` • 4C� �DF NE��� 1 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 12 pef FOR ATTIC p IS pef FOR GATH. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE T-16 (MINIMUM DESIGN LOADS FOR BUILDIN05 AND OTHER STRUCTURES) i HOL_DONN DETA I L.S T`I'F I GAL_ NAIL. I NG/STRA`I=F'I NG REGQU I REMENTS FOR ALL 4•IARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UAL- I FT, SHEAR, � L-ATF_RAL_ N I ND RES I STANCE NOTE: THIS SCHEDULED ES NOT INCLUDE NAILI5CHEDNG FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, n- ** __ AND ROUGH OPENING FRAMING REQUIREMENTS) Q ALL STRAPPING TO BE Iy4 x 20 GAUGE S�IMPSON EQUIVALENT - G520 (COILED STRAP) 0 ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE Lu *USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (5GHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J co HOLDOWN 'A' HOLDOWN 'B' CONNECTION ?� FASTENER 5PEG. FASTENER m A I L_ I NO OR IF,) DESCRIPTION AND QUANTITY SPACING Q L0 � C L0 FOFOUNDATI ONS EXIST. C AT RAFTER TO RIDGE � ROOF � GE I L I NC FRAMING ENDWALL - ..».-•""- GONNEGTION: COMMON NAI 1.DIM's ARE L`w/o MIN. PREBORED HHOLESSE OF ONLY A I6d Zi >: NDWALL ..-- 2" RAFTER TO TOP PLATE (TOE-NAIL) SEE PACE 6-005 PER RAFTER i z (5) 2x FULL 2.WOOD 15 ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE O(5) 2x FULL CORNER STUD (\J HEIGHT STU HE16HT STUD "" - FOR STRAP - 3 8 d COMMON R.R. SERVICE NNEGTED TO 2" iv a '� I.n CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL � x N /CONNECTED TRANSFER SHEAR \�Y • (�/IDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL 0 4-�"51MPSON" HD06 FOR ROOF SLOPES UNDER 5:12 WITH • • • fir HOLES,SET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP O O 0 4-� 2-Ibd GOMMC>N HOEDOWN ANCHOR ® 2-Ibd COMMON ROOF SPANS OF 24' OR GREATER • • • J✓ NAILS ® 6 0.G. 4 LOCATIONS NOTED NAILS ® 6" O.G. 4 • • • 4.No MIXING OF NAIL SIZES OR TYPES ALLOWED ON PLANS loll O.G. IF BLOCKED �^ ," r'' USE 4 8 d COMMON NAILS ® EA. • • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-I6d COMMON EACH LAP C N O C6 loll O.G. IF BLOCKED CORNER POST j „„ „ END OF STRAP. TIE ?• S.SEE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO Q O a C O CORNER P055T G "•„•. TIGHTLY BOND THE END OF THE NAIL TO A q0°ANGLE,SEE � � �' '^ .� THE ABOVE ASSUMES A RAFTER 6RAPHIG BELOW) COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-005 PER TIE "SIMPSON" HDQB SPACING OF 16" O.G.; FOR SPAGIN&S 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY HOEDOWN ANCHOR ® OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS 4 5PIKE-5 4 TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END /1 LOCATIONS NOTEDL S ° a° FACTOR OF 1.5. cR 4-I. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI 52 L— ' a AT RAFTER TO TOP PLATE TO STUD HOLDOWN INSTALLATION OPTIONS: CONNECTION: ,.---� WALL FRAMING FOR NEW P. GONG. FOUND.-5 r -'' ° ° ° FOR STRAP - 5 8 d* COMMON NAILS ® EA. �2 "�~ TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT HOEDOWN CAST IN PLACE w/7/8"m THREADED ROD • • END OF STRAP. ♦ ♦ r 1 _ FOR EXIST. P. GONG, OR NEWLY CURBED FOUND.'s 'rr sm WHEN IN TOYWN OF 15LIF OR NAILING ♦ • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA.. SIDE V '7/8"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTONOTE GEOMETRY EXCEEDS THAT PERMITTED IN rI 1 CONCRETE w/ "51MPSON" SET(HIGH STRENGTH EPDXY ---� BI ♦ ♦ MAX. NAILIWO GRID ABOVE UTILIZE ' ' STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. �,1J ADHESIVE), $ FOR T=MP.'s O°F-40°F USE "51MPSON" AT SIMP50N #Hj2A (OR EQUAL) RAFTER TIE ,..�J (HIGH 5T'RENGTH ACRYLIC ADHESIVE) „„'„'„ ., HEADER TO HEADER (FACE-NAIL) I6d COMMON Ib" O.G. ALONG EDGES • • FOR TOENAILING -- 5 8 d COMMON NAILS „` '„-••.... FOR EXIST, /NEW G.M.U. (GONG. BLOCK) USE SAME FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN ; TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w/T/6"4' THREADED ROD CONNECTION ^--„ FOR G.J. TO R.R. -- a 66 d COMMON NAILS REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'•(WHEN FOR EA. PLATE TCO STUD ABOVE 4 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJ015T, or BLOCKING (FACE-NAIL) 2-I6d COMMON 12 PER FOOT HOLDOWN 'G' HOLD APPLICABLE)OWN 'D' 2 J6_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS L FLOOR FRf�MINC . �0— OR El^1 4 EXIST. FOR NEWLY POURED CONNECTION GI 02 �� � FOUNDATION ® ONE STORY ONLY • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n 1 (5) 2x FULL ENDDWALL • W HEIGHT STUD BRID61NO TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END Q GORI'NER STUD TRAWSGTED To BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANySFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HD06 (5) 2x FULL - ~" G2 ••••-- ••- •-•-• TO STUD CONNECTION: HOLDOWN ANCHOR ® 2-[bad COMMON HEIGHT STUD -' • BLOCKING TO SILL or 3-Ibd COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 . ^ "�� ° TOP PLATE (TOE-NAIL) ON PLANS 10" C).C. IF BLOCKED G( FOR STRAP - 3 8 d* COMMON CORNER P05T NAILS RAP AP END OF STRAP LEDGER STRIP To BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST FOR EA. PLATE TO STUD ABOVE $ OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST 2-I6d CC WCN ° BELOW - 2 I6 d COMMON NAILS NAILS ® " O.C. ::� BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ° a ROOF SHEATHING a STRUCTURAL PANELS: SOLID INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a 'SIMPSON" 5T D14RJ CONNECTION DI D2 BLOCKING PERIMETER EDGE ZONE 3 8d COMMON 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4 O.G. HOEDOWN INSTALLATION OPTIONS: m EA.BAY �� FOR NEW P. GONG. FOUND.'s UP TO q" RAKE OVERHANG HOEDOWN CAST IN PLACE w/7/8"4' THREADED ROD .-X�,,.....-•••'"""�-.� � • FOR EXIST. P. GONG. OR NEWLY GURRE°D FOUND.'s • AT STUD TO FLOOR ASSEMBLY TO 51 LL t -' GE I L I NG SHEATHING '7/6"4' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO M„ PLATE(5) CONNEGTION: D2 CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY p 1/2" MIN. ADHESIVE), 4 FOR TEMP.'s O F-4 FROM -- _-- GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ° D°F USE "SIMPSON" AT CORNER ° FOR STRAP - 58 d* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) SPECIFIED OR D I ' END OF STRAP (bNRAP STRAP UNDER SILL PLJ WALL SHEATH I NC FOR EXIST. /NEW G.M.U. (GONG. 51-OCk:1 TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDO)WN 0 FOR EA. PLATE 70 STUD ABOVE 4 OR BELOW - w/ 7/6"O THREADED ROD 2 16 d GOMEMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ° ALTERNATE GONfiFIGURATION - ABOVE STUD TO # P.STRAP w/(5) GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD ° FLOOR CONNECT-ION w/ PT4 SIMPSON (OR -„„,•„„�„ 8d NAILS m EA.END Z N L_ I NG/STRAFF I NS @ WINDOW/DOOR HEADER 5TANDARD/ALTERNATE EQUAL) ® PLATFEORM TO SILL PLATES `" �. „„ EA EA.STRAP TO E EA.JOIST-(FOR � ALTERNATE USE FLOOR SHEATH 1 NG (SUBFLOOR) E NOTATION[: SIMPSON H25A) v A - NUMBER.OF 6d NAILS ® EA.END OF STRAPPING (2016 WFGM, TABLE 5."1, P. I64) CONNECTION E -- STRUCTURAL PANELS: B - NUMBER OF SILL STUD5-ON FLAT(DOE5 NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.2515, P. 2111) ...-- -W � 1" or LESS: ad COMMON b" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2016 WFGM, TABLE 5.25G,P. 2q2; " • GREATER THAN I": lod COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 5.25D,P. 2q5) - .---- • D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE I _ NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w D (2018 hVFGM, TABLE 3."I, P. Ibq) AST STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q A E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 5.22F,P. 266) ° F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE m P'LATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER C (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5.5,P. I411) °° ° ° ° 5165 ON GRADE APPLICATION: SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ° • 4 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B �'° a 2 - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FCOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED To BE REDUCED TO 1-16D NAIL PER FOOT. FASTENING 5GHEDULE B "„„ ° END OF STRAP (WRAP STRAP UNDER SILL FL.) 5 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FARMAKIS ""„-„, a• �° a g` SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OIPENIN6 FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "`"~-••„.w ° FCOR EA. PLATE TO STUD ABOVE OR BELOW - USED. FRONT PORCH (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) 2 16 d COMMON NAILS A NOTATION SIGNAGE FOR TRUSS TYPE, PRE—ENGINEERED ROUGH A a G D E F 6F`� WOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING 516NA5E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 230 GREENWAY 2'-0" 2 I I I I I TO THE OF THE RESIDENTIAL S1TRUCTURE AT A POR OF 57RUCTUREORT IMMEDIATELY ADJACENT TO AFFIXED TO THE EXTERIOR WTHELELECTRIC BOX OR WEST ORIENT 4'-0" 4 1 2 2 2 2 Si=L_ I G I NO O TOi= i�L.AT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRACING/STRAPPING AUTHORITY HAYING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xl0" HDR (MIN) U.O.N. b'—O" 5 I 3 5 5 3 (B) - REQUIRES SILL PLATES OF 2N6" (MIN.) FOR LRAK P51212" E HOLDOWN ANCHOR BOLT TOP PLATE BLOGKIN& 2 CONSTRUCTION TYPE DESIGNATION SHALL "7 2 5 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP FFLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING• 12' O.G. LENGTH FOR WIND - EXPOSURES B$C - FOIR,WIND - EXPOSURES B$C - 4'-0' O.G. TO AGHEIVE RAKE O.H. BE I , 111111, 111 , IV , OR V TO INDICATE STRAPPING, & NAILING DETAILS ALL OTHER GASES ONIIE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE BUILMING MINIMUM SPLICE THE NY5 BC. DIMENSION (FT) LENGTH (FT.) DIMENSkON (FT.) LENGTH (FT) TYP. STRAP w/(5) bd NAILS EA. END DESIGNATION FOR STRUCTURAL PAGE: 12?'-0" 5'-0" OF EA.STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, f`�I v���10 R O L.T S fi G I I G T I O�l S I6'-o" 3'-0"/3'-q" 16 s'-o" 4'-0" ATTIC 1 PRE-ENGINEERED WOOD, OR TIMBER G-003mOO ,•,r.., CONSTRUCTION AS FOLLOWS: - "F" = FLOOR FRAMING, INCLUDING GIRDERS & BEAMS BLOCKING 2 BAYS 6,-12 SPECIFICATION (2015 WFGM TABLES 5.2A $ 5.2B, P. 15'7-160) BACK ® 4'-0" O.C. - "R" = ROOF FRAMING 24-0 4-o /5-0 2�4-0 6-o FLOOR 4 ROOF FRAMING DATE: 02/11/25 3 OF 5 CORNER Sq" CONDITION FOR ALL STRUCTURES: 5 'I-O /8"� ANCHOR BOLTS ® S�i" O.G. � �� 52'-0" 6'-O"/7'-6" 5:2'-0" SECOND FLOOR n _ 2 N 56'-0" T-O"/8'-q" 5&1-o" NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE i " , " i " " i " ,• „ LENGTHS,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40-O 8-O /10-O 4C0-O I I-O BLOCKING 2 BAYS &"' I. MIN. 7 EMBEDMENT INTO CONCRETE . ♦ PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK ® 4'-0" O.C. `. ,`�(� ©�RC �► k LJ END W/ 3 SQUARE WASHERS AND END NUT SETUP; �� e<y� �� 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDIN6 LOCATED 50-O 10-O/12-6 5C0-O 151-011 CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE ��� iv TOP TWO COURSES 50LID _ _ 6d NAILS EA. END ' 5.TABULATED SPLICE LEN6TH5 ARE BASED ON 5 FOOT WALL 60-O I2 O /I5 O 6C0-O I b O OF EA. STRAP :fl HEI&HTS FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT .; 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; `t t OR REPLACED BY HOLD DOWN5 FOR 5HEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE -10'-O" 14'-0" -ICE'-O" Iq'-O" FIRST FLOOR � ° PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), (� 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" 1, h 80-O I b-O 8C0-O 22-O � FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 1-1 REFLECTIVE REFLECTIVE 0 7405 (SEE DIAGRAM TO LEFT) 1O'WALL- 1.25 BLOGKIN& 2 BAYS _ho II'WALL- 1.5"15 THIS COLUMN w/MULTIPLIER BACK® 4'-O" o.G. RED PANTONE WHITE off. 4. COORDINATE W/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0"KALL #I8_ 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RACE MATERIAL _ I i C ENERAL S`OvI50L_ <E"'r : _ EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.O. _: NEW FOUNDATION WALL uj Ca STL. WHEN APPLICABLE) J M NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL ate,' LN WOOD FRAME (L.O. ETL. ® P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ O POST FOR 6" WALLS), U.O.N. - -6 0 NEW 2-HR FIRE RATED } O WOOD FRAME (L.O. STL. 0 C (V z OO WHEN APPLICABLE) a- 'co Ln ,[ c 2: X (V FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: O O O ' Om TYPICAL OL05ED FOUNDATION I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT co I ® PORCHESQ O �" / PATIOS: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND O N O O I. SEE NOTED DETAILS DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTIN65. 2. ALL HORZ. SURFACES SHALT_ BE PITCHED ® 1:45- AWAY 2 IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION FROM BUILDING SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR 5. FOR SLA55 ABUTTING FRAMING, INSTALL COPPEIR ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. EXISTING HOUSE FLASHING FROM 12" ABOVE AND ADJACENT TO :SLAB, ENO WORKS ^ ` BED ALL FLA5HIN6 IN ASPHALTIC MASTIC 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. W 4. PORCH /PATIO WALLS OF SEPARATE POUR5 5HrALL BE DOWELED w/#5 a V1 O.c. VERTICAL TO EA. OTHER 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT $ TO MAIN FOUND. 25 DAYS AND SHALL CONFORM TO THE CURRENT AV 516 CODE. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLA55 DO NOT 4-J 70 NEED TO BE EPDXY COATED. U • - 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE 5TA66ERED. ( , 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN 4_j W PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNES5. • 8. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WE16HT CONCRETE. GONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE U 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE • - HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. 25 4 Am W T 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURIN6 SHALL LL Q CONFORM TO AGI 506. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO Q TEMPERATURES WITHIN 10" F OF CONCRETE. m 2 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE A-201 A5 REQ'D. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PERMITTEr, POURED WHEN NECESSARY. CONCRETE SLAB i ON GRADE r 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55" F OR HIGHER AND SHALL BE WITHIN 10" F OF CONCRETE TEMPERATURE. b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 9. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (A5TM 0494/0494M, TYPES G AND E). I 10. CONSULT ARCHITECT WHEN STEEL ENBEDDMENT CRO55 SECTIONAL �I �I PLAN AREAS EXCEED ONE SQUARE INCH. FROP05E 7) FOUI `��ATI OI `� PJ.��"'RN 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A SCALE: I/4" = I'-O" COMPRESSIVE 5TRENOTH OF 800 P51. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. FLOOR PLAN NOTES OSTAIR RAILING NOTE: 1. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI $ MIN. 10" Tr - RISERS SHALL BE CLOSED w 2. 6REA7EST RISER HEIGHT IN A FL16HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5. HEADROOM IN 5TAIRWAYS SHALL BE AT LEAST 6'-8". 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIVTH5: U 4.1. BETWEEN CLEAR HE15HT $ HANDRAILS: 56" MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 51.5" MIN. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAIN IN6 FOUR OR MORE RISERS,AND WHERE 5HOWN ON PLANS. Q 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED WALKING SURFACES LOCATED MORE THAN 50" ABOVE q FINISHED FLOOR OR GRADE, $ WHERE 5HOWN ON PLANS. W 7. 42" HIGH GUARDRAIL $ SPINDLE SPAUN6 NOT 'TO PROJECT: ALLOW PA55A&E OF A 4" 4> SPHERE;56" HIGH HANDRAIL $ SPINDLE 5PAC:IN6 NOT TO ALLOW �j Q PASSAGE OF A 4" 41 SPHERE. 5. 6RIPPABLE RAIL AS PER CODE. FA R M A K I S - - _ - - - _ - �� FRONT PORCH EXISTING HOUSE -NO WORK- - - - - - - - - - - 230GREENWAY WEST ORIENT to DRAWING TITLE: IQ PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN Q - _ - - - - - - - STRUCTURAL GORBAL PAGE: (CEDAR) STRUCTURAL CORBAL I" X 2" 1" X 2" CEDAR (CEDAR) LEDGER ® 6" O.G. -102m00 DATE: 02/11/25 4 OF 5 m S"XV (CEDAR) PROF. BLUESTONE 0 STAIR LANDING_ i LINE OF PROP. EYEBROW PER60LA ABOVE. PROJECTS IS" `fl INTO THE REQUIRED FRONT YARD CL I 1' SD A AS PERMITTED UNDER SOUTHOLD = -H � ARC T,s TOWN CODE 250-104 PROP, BLUESTONE ON ++ I GJ �, _ GRADE PATIO _N ® 0"'�°° �� _ 5v, z '.., FROPOSE17 F I R5T FLOOR FLAN 2° FOF ca�`� SCALE: I/4" = P-O" I