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HomeMy WebLinkAbout50161-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT r 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#: 50161 Date: 12/27/2023 Permission is hereby granted to: Sellis Zane 10 Fern Dr Jericho NY 11753 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 25335 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-13 Pursuant to application dated 11/13/2023 and approved by the Building Inspector„ To expire on 6/27/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $480.00 CO-ADDITION TO DWELLING $100.00 Total: $580.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 �.�` Telephone (631) 765-1802 Fax (631) 765-9502 biq?t�iL/w v Y.so�uILI()lcl���e�¢��r G 1' Date Received APPLICATION FOR BUILDING PERMIT �Q For Office Use Only D' PERMIT NO . 56 Building llnspe tor: 'App ll a ions anis fott in,tf elr entlroy.Incomplete l�dt1OR3 i PPf , !N S beefed r tie Uaarttixno the ervrtin° Bu'sldis�cy R�er�asrnent 6tne?sAuorfz ttorgrrr "S­ ompteA Town csf Southold r f Date:10/29/2023 OWNEi�(��GF�"1I�P 'J�f• „ Name: 018.00-03.00-01 Zane Sellis scTM#l000-_ Project Address:25335 3.000 5335 Main Road, Orient NY 11957 Phone#:5164570377 Email:sellisrou' 9 p&gmail.com Mailing Address-.25335 Main Road, Orient NY 11957 C4NTACT;PERS[�Wfi Name:James Nicolazzi Mailing Address: 1550 Deer Park Ave., Deer Park NY 11729 � Phone#:6318751992 Email:jn@archst.us Name:Arch Street Architecture Mailing Address: 1550 Deer Park Ave., Deer Park NY 11729 j Phone#:6318751992 Email." archst. us , C+OIVTFtACTQIIA'�YOf1f; Name: Mailing Address: Phone#: Email: 1 QN f'fi,` OSEp imEpCC>'N C17(�1N U "'� � " 1 ❑NeNew Structure ®Addition ❑ ❑ Alteration ❑Repair Demolition Estimated Cost of Project: ❑ ther $ Will the lot bere-re-graded? ❑Yes RNo p 7 i g � Will excess fill be removed from remises. ❑Yes No l I 1 f I l 777 -PROPERTY 1NFQItMATION . Existing use of property: Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. Check Box I is respons1b'1ajgr;dp drahf ge antl storm"water.is;ues as prwlded,by Chapter 23G of tfre T (Corte 310k 15 qtr Xo tie tluthllri ent fo►the(ssuanse s�uild(n;R rrrtift pUrsutint to the Building Zone r 1 i depgRm p(} Or inanea of T d �1r�rtr o 1gbdilrYlin�bM Y sk am!ocher ticat}Ig Ordiefairrpsf it orifi I �9 �P �, �' (ani ,�fi�'ffuscc+r�+cthmol°buUain s, addidons�alter$iptq�rrtlelhcfiWtir rpinslsri6wec1 eepprAJ ' h: a dinamx�s btQlf� ode, ► t► ��' Y 's��#f �'csn,le s + �J bM1 t�sls) �frrRtte y i 9i t�i G4`stat ts m f f� ein rpursnarit�o�n%2i0A§of the,(Yew York State Fenai l�fiir: `, Application Submitted By(print name):James Nlcolazzl igAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF JUIIUIK i James Nlcolazzl bein dui orn, deposes and says that(s)he is the applicant (Name of individual signing contract)a' ove d, ' (S)he is the, Agent ontractor, Age ,Corporate Officer, etc.) of said owner or owners, and is duly thorized to perform or have performed the said work and to make and file this application;that all statements co` ained in this application are true to the best of his/her knowledge and belief; and that the work will be perform in the manner set forth in the application file therewith„ Sworn before me this I�o�?I`Y� �3 't day of 20 , .a—� j otary Public Jennifer Gozzi Notary Public,State of New York No.01G06440693 PROPERTY OWNER AUTHORIZATION Qualified in Nassau County i (Where the applicant is not the owner) My commission Expires 09110 ___ Zane Sellis residing at 25335 Main Road, I, Orient NY 11957 do authorize James Nieolazzi hereby Y to apply on i lmybehalf of So o uilding Department for approval as described erei hire ate Zane Sellis Print Owner's Name 1 t 2 S.C.T.M. N0. DISTRICT: 1000 SECTION: 18 BLOCK: 3 LOT(S): 13 LAND N/F OF GERASIMOS MENEGATOS REW CI LAND N/F OF SOLUTION EAST LLC , OCL / MO c3' RC1,, N. I,L R" 0.8'E LAND N/F OF JOAN BERGLUND � JoY. POOL L1GHTF0'LE CABANA BRICK ?: LAND N/F OF _ PA710 DEBORAH L MICHTAPURER _ ;a STONE 91, WAU 1YP yrs 4 ASPHALT / DRIVEWAY .0'N , 2 STORY a' FSE � ,. 125335 FF€ 2.T E q \b 44 GEN. O U..P. OF R U.P. FINAL SURVEY 08-01-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 07-30-2021 LOCATIONS SHOWN ARE FROM FIELD 0BSERVA770NS AND OR DATA OBTAINED FROM OTHERS. AREA:31,290.49 SQ.FT. or 0.72 ACRES ELEVA77ON DATUM: UNAUTHORIZED ALTERATION OR ADD1770N TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 7H1S SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTI0N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY or N,-q, CERTIFIED TO: ZANE SELLIS; MAP OF: FILED: ' SITUATED AT:ORIENT I TOWN OF:SOUTHOLD KENNETH tri WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORKoose Professional Land Surveying and Design � N P.O. Box 153 Aquebogue, New York 11931 FILE #19-120 SCALE: 1"=30' DATE: OCT. 15, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Waychuk / S -3- 13 ELEV. h ZONINFORMATION GENERAL NOTES: CONCRETE AND FOUNDATION WORK: GYPSUM WALLBOARD: ELECTRICAL: OL DR BROWN 11-2' #' , ON WALLS AND ANDY LOAM ALL WORK TO BE DONE IN ACCORDANCE WITH ALL REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT ELECTRICAL FIXTURES & COMPONENTS ARE TO BE LABELED APPLICABLE TOWN, LOCAL AND STATE CODES INCLUDING BUT APPLICABLE. SYSTEM, GYPSUM BOARD TO BE 1/2" IN ACCORDANCE WITH SECTION E3403. INTERRUPTING DIST: 100 SEC: 18 BILK: 3 LOT: 13 ZONED: R80 BROWN / SM OAMY SAND 1.5' _ { 2020 _ :OTTEIUNLESS OTHERWISE BUILDING CODE OF NEW YORK STATE ALL FOUNDATIONS SHALL REST ON A SOIL WITH A BEARING JBEADS NAILS AND CREWNDIIMPLES, CORNERS AND EDGES SECTIONOE3404 UI FOR PROTECTIONS WORKINGSPACESED PLY I REQUIRED EXISTING AND PROPO - h `� • 2020 PLUMBING CODE OF NEW YORK STATE CAPACITY OF 2000 PSF. FIELD VERIFY BY LICENSED SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT CLEARANCE SEE SECTION E3405. ELECTRICAL CONDUCTOR LOT AREA: 0.75 ACRES 0.72 S.F (31,290) NO CHANGE PALE • 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE GEOTECH. ENGINEER, COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN COATS. MATERIAL, SIZE, INSULATION AND CONNECTIONS ARE TO LOT COVERAGE: 20% FAR 4,426 OR 13.7% 4,426 OR 13.7% MEDIUM 1550 DEER PARK AVE. • 2020 FUEL GAS CODE OF NEW YORK STATE FINAL COAT TO BE SANDED SMOOTH. METAL CORNER BEADS COMPLY WITH SECTIONS E3406 AND E3407. SP SAND DEER PARK, NEW YORK 11729 • 2020 MECHANICAL CODE OF NEW YORK STATE ALL MINIMUM COMPRESSIVE STRENGTHS OF CONCRETE SHALL TO BE USED ON ALL CORNERS AND AROUND ALL OPENINGS. STRUCTURE SIZE GRAVEL P: (516) 655-5834 • 2020 FIRE CODE OF NEW YORK STATE COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH CHAPTER • 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE WITH 2016 NEW YORK STATE SUPPLEMENT ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED WITH 36. THE RATING OF UNGROUNDED CONDUCTORS IS TO BE IN EXISTING RESIDENCE 3,012 14.3' • 2020 EXISTING BUILDING CODE OF NEW YORK STATE 5/8" TYPE X FIRE CODE SHEETROCK. APPLY 1/2" TYPE X ACCORDANCE WITH SECTION E3602. SIZING OF CONDUCTORS POOL HOUSE 320 DRAINAGE CALCUTATION5: CLIENT: ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE SHEETROCK ON HOUSE SIDE OF GARAGE WALLS PER THE IS TO BE IN ACCORDANCE WITH SECTION E3603, BRANCH POOL 800 STRENGTH OF 3000 PSI AFTER 28 DAYS, UNLESS OTHERWISE 2015 INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE SHED 167 ZONE 1595 5F x 0. 1 7 = 101 . 15 CF READ. NOTED. ALL PORCHES, CARPORT SLABS AND STEPS EXPOSED YORK STATE SUPPLEMENT, SHOWER AND TUB ENCLOSURES TO COMPLY WITH CHAPTER 37 & 39. SHED 127 PROVIDE (1) G' DIAx 5'-0" DRYWELL = I I I .G5 CF Mr. & Mrs. $ellis ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO TO WEATHER, AND GARAGE FLOOR SLABS SHALL BE AIR TO BE LINED WITH 1/2" "CEMENT BOARD". ALL OTHER PROPOSED GARAGE 485 NO WATER 10 Fern Drive W RESISTANT SHEETROCK. DIMENSION IS TO BE SCALED. CONTRACTOR SHALL NOTIFY ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH BATHROOMS AND LAUNDRY ROOMS TO HAVE 1 ELECTRICAL GROUNDING SYSTEM IS TO COMPLY WITH SECTION TOTAL 4,911 ARCHITECT PRIOR TO COMMENCEMENT OF WORK. OF 3500 PSI AFTER 28 DAYS. /2" WATER E3608. - 17' AUG.28,2019 Jericho, NY 11753 NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED PIER FOOTINGS SHALL BE 1'-0" THICK, U.O.N, REQUIRED RECEPTACLE OUTLETS, GFI PROTECTIONS, LIGHTING K.WOYCHUKLS AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF ALL WINDOWS AND DOORS: OUTLETS ARE TO COMPLY WITH CHAPTER 39. ENCLOSED WORK IN ACCORDANCE WITH ALL STATE AND OR LOCAL WALL FOOTINGS SHALL BE 10" THICK, U.O.N. ELECTRICAL WIRING IS TO COMPLY WITH TABLES E3904.6 1 CONSULTANTS: CODES. THE DRAWINGS ARE INTENDED TO BE COMPLETE. WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED THROUGH (10). �? SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, PROVIDE ALL VENTS, SLEEVES AND BOX OUT OPENINGS FOR INDEPENDENT LABORATORY AND ARE TO BEAR A LABEL EXISTING FIRST FLOOR 3,012 NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK MECHANICAL, ELECTRICAL AND PLUMBING TRADES. LOCATIONS IDENTIFYING MANUFACTURER, PERFORMANCE ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO EXISTING SECOND FLOOR 895 HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO COMPLY WITH CHAPTER 40. ! PROPOSED GARAGE 530 CONTRACTOR TO NOTIFY THE ARCHITECT, THE STRUCTURAL MEMBERS. VERIFY THE CONDITIONS OF THE INDICATE COMPLIANCE WITH HAMA/WDMA/CSA ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING 101 I.S.2 A440 FOR EXTERIOR WINDOWS AND SLIDING i TOTAL 4,337 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE SHALL BE PLACED AS NOT TO AFFECT THE STRENGTH OF STRUCTURAL COMPONENTS ARE TO COMPLY WITH SECTION FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO JOBB PRIOR TO INSTALLATION. DOORS), HAMA/WDMA/CSA 101/I.S.2/A440 OR AMD 100 FOR EXTERIOR SIDE-HINGED DOORS). THIS IS IN E3402. ARCHITECT IN WRITING BEFORE PROCEEDING. NO CONCRETE OR MASONRY WORK SHALL BE DONE DURING ( ) TEMPERATURES OF 40 DEGREES F. AND FALLING. ACCORDANCE WITH R609.3. THE WINDOW AND DOOR THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND ANCHORAGE SYSTEM IS TO COMPLY WITH SECTION R609.7. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, METHODS OF CONSTRUCTION AND FOR SEQUENCES AND GLAZING IN THE SLIDING DOOR IS TO PASS THE TEST LAND N/F OF NO FOOTING SHALL BE PLACED IN WATER OR DELETERIOUS EQUIPMENT, AND APPLIANCES, AND PERFORM ALL �p PROCEDURES TO BE USED. MATERIAL, REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS. THE SDLUTION EAST LLC LAND N/F OF CATEGORY O IN ACCORDANCE WITH R308.3. GLAZING INSTALLATION SHALL BE IN ACCORDANCE WITH THE VACANT 150' GERASIMOS MENEGATOS ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED PANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 FOR A PERIOD OF ONE YEAR AFTER COMPLETION BY THE PROVIDE TWO CONTINUOUS N0. 5 REINFORCING BARS AT THE NATIONAL ELECTRIC CODE, ALL REQUIREMENTS PER BOTTOM OF FOOTINGS AS SHOWN IN SECTIONS. AND R308.1.1. AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL �F�q� N 65®00'10" �F�q SANITARY & WELL CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR o 1 - - - -- - __ - _ - 121,0® 0, OVER P ❑VER 150' ALL EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE 6E' SS 8' DEER FENCE \ F °8'I' ENSURING THIS GUARANTEE. ALL FOOTING REINFORCING TO HAVE STANDARD HOOKS AT INSULATION OF THE SPECIFIED WORK AND WORK REQUIRED ENDS. SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 \ p�� BY OTHER CONTRACTORS. ALL ELECTRICAL EQUIPMENT SHALL q ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SHOWN. SQUARE FEET, MINIMUM OPENING HEIGHT: 24", MINIMUM BE U/L APPROVED. I \ ALL WORKMANSHIP SHALL BE FIRST CLASS. OPENING WIDTH 20", AND A MAXIMUM SILL HEIGHT = 44" ti° \ REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE y0l LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND A.F.F., AS PER SECTION R310.1.1, R310.1.2, R310.1.3, THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF ANY DEFECTIVE WORK AND DAMAGE RESULTING THEREFROM, HOOKED AT NON-CONTINUOUS ENDS. R310.1.4 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE RECEPTACLES, SWITCHES, SWITCH OPERATED RECEPTACLES - SHALL BE REPAIRED AND/OR REPLACED AS REQUIRED AT NO WITH 2016 NEW YORK STATE SUPPLEMENT. AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING AND COST TO THE OWNER & AT THE EXPENSE OF THE ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE SAFETY GLAZING IS REQUIRED IN HAZARDOUS LOCATIONS AS SCOPE OF WORK CONTRACTOR. DESCRIBED IN THE 2015 INTERNATIONAL RESIDENTIAL CODE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR ��'6� \\ \ tJ� 4 SECTION R308 , . . THE ELECTRICAL CONTRACTOR SHALL FURNISH A CERTIFICATE STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO WITH 2016 NEW YORK STATE SUPPLEMENTCo � Fc � \ � ALL WORK IS TO BE LEVEL, PLUMB, AND TRUE. o o FF r o C� FURNISH SUPPORT FOR ALL BARS. OF INSPECTION ATTESTING THAT ALL ELECTRICAL WORK HAS y <q p Y 1 cJ THIS DRAW=/S THE/NTELLECTUAL PROPERTY OF PLYWOOD PROTECTION PANELS AS REQUIRED FOR BEEN INSPECTED AND IS IN COMPLIANCE WITH THE NATIONAL �sE �� \ 1 0 ALL WORK SHALL BE EXECUTED IN SUCH A MANOR AS TO PROTECTION OF WINDOWS FROM WIND BORNE DEBRIS, TO BE i o ARCH STREETdpoN01NFORMATIONCONTAINED "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED ELECTRIC CODE (LATEST EDITION). PROTECT THE SAFETY OF WORKMAN AND THE PUBLIC, DURING PROVIDED WITH FASTENERS AND LABELS, AS PER THE 2015 0 HEREIN MAYBE USED OR DUPLICATED WITHOUT THE AS SHOWN IN DETAILS AND SECTIONS. r, rP CONSTRUCTION. INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW YORK SMOKE ALARMS t m z o PRIOR WRITTEN CONSENT OF ARCH STREET dpo COPY STATE SUPPLEMENT. - RIGHT INFRINGEMENT WILL RESULT IN BOTH TH'E CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE , z ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN o \ COMPENSATORY AND PUNITIVE DAMAGES IN BE ERECTED IN ACCORDANCE WITH THE AUTHORITIES HAVING ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, THE REQUIRED EXIT DOOR SHALL COMPLY WITH THE 2015 THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. �' � \ tt ADDITION TO CRIMINAL CHARGES FILED UNDER JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE FRAMING AND ROUGH CARPENTRY: INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW YORK OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE \\ FEDERAL LAW. ENTIRE CONSTRUCTION OPERATION. STATE SUPPLEMENT. VICINITY OF THE BEDROOMS, 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED REFER TO STRUCTURAL ENGINEER'S DRAWINGS. ATTICS AND NOT INCLUDING CRAWL SPACES AND WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN STAIRS, HANDRAILS AND GUARDS: UNINHABITABLE ATTICS, IN DWELLINGS OR DWELLING UNITS � \ IN THE NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITHACCORDANCE WITH R502.1, MATERIALS FOR LOAD BEARING WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR \ I \ THE REQUIREMENTS AND METHODS NEEDED FOR PROPER STUDS, PLATES AND HEADERS ARE TO BE IDENTIFIED IN ALL STAIR AND RAILINGS SHALL BE IN COMPLIANCE WITH BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM PERFORMANCE OF THE WORK NOTED ON THE PLANS. SECTION R311.5 OF THE RESIDENTIAL BUILDING OF NYS. INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ACCORDANCE WITH R602.1. ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL THE CONTRACTOR SHALL BOTH COORDINATE HIS ACTIVITIES STRUCTURAL MEMBERS ARE NOT TO BE CUT, BORED OR MINIMUM DEPTH FOR TREADS SHALL BE 9", WITH A MINIMUM IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. WITH THE OWNER AND ARCHITECT DURING CONSTRUCTION. NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN NOSING OF 3" AND MAXIMUM NOSING OF 1 "'. THE SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FIGURE R502.8. CUTS NOTCHES AND HOLES BORED IN GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING I �� CONTRACTOR IS RESPONSIBLE TO SPECIFY AND COORDINATE ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS BY MORE THAN e". OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWERdF <q� ��\ 60' INSTALLATION OF ALL MECHANICAL, ELECTRICAL AND THE EFFECTS OF SUCH PENETRATIONS ARE IN ACCORDANCE UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE �Opq� PLUMBING DEVICES PER CODE. REFERENCE GENERAL NOTES OF WITH R502.8.2. AND AS PER ENGINEERED WOOD PRODUCTS ALARM REQUIRED BY SECTION y� 10 MAXIMUM RISER HEIGHT SHALL BE 8 4 . THE GREATEST A* w d CONFORMANCE HEREIN. MANUFACTURER RECOMMENDATIONS. STUD DRILLING AND RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKEyT NOTCHING ARE ALSO TO COMPLY WITH R602,6, ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL q _ 10.3' THAN ,. [D ,, ..... DWELLING UNIT IN ACCORDANCE WTH SECTION R314.3, THELAND N/F OF �`� ? PIPING PENETRATION THROUGH FIRE-RESISTANT RATED ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A �� ° \\ ( JOAN BERGLUND SITE WORK: ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT BE LESS MANNER THAT THE ACTUATION OF ONE ALARM WILL I \ u� WALLS OR FLOOR ASSEMBLIES ARE TO COMPLY WITH R317.3. THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED 0 \� ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING ALL SITE WORK SHALL BE PER SOIL ENGINEER'S PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL RECOMMENDATIONS. CONTRACTOR TO COORDINATE ALL. ALL FRAMING LUMBER SHALL BE K.D. DOUGLAS FIR no. 2 OR SURFACE OF THE LANDING OR PLATFORM. NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE BETTER WITH THE FOLLOWING MINIMUM VALUES; Fb=900 PSI, 1 4. Fv 95 PSI, AND E=1,600,000 PSI. UNLESS NOTED OTHERWISE, INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF 0 STAKE OUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. TOP SURFACES OF ALL HANDRAILS AND RAILINGS SHALL NOTONE ALARM. EXCEPTION: INTERCONNECTION OF SMOKE 1 PROPO ED \:. , rn r STAKING AND LAYOUT ARE TO ESTABLISH ALL LINES AND BE LESS THAN 34" AND NOT MORE THAN 38" ABOVE THE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE 1 0DKYWE L ( dj 6��© WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BE -� BENCHMARKS. VERIFY ALL GIVEN DATA AND DRAWINGS. IN FLOOR OR TREAD LEVEL. ON STAIRS THE HEIGHT SHALL BE ALTERATIONS OR REPAIRS DO NOT RESULT IN REMOVAL OF 15'-0 15' 10T I c� QF r:-N USED, UNLESS OTHERWISE SHOWN, PROVIDE METAL z z� ,z CASE OF DISCREPANCY, RECEIVE CLARIFICATION FROM ED DIRECTLY ABOVE THE RISER FACE. A SPACE NO INTERIOR WALL OR CEILING FINISHES EXPOSING THE 1 ARCHITECT PRIOR TO PROCEEDING. CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST rn HANGERS AND POST CAPS. UNLESS OTHERWISE SHOWN, USE LESS THAN 1 2" SHALL BE BETWEEN THE WALL AND STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE OR 3-2X10's OVER ALL BEARING OPENINGS 6'-0" OR MORE, HANDRAIL. ALL HANDRAIL GRIP SIZES SHALL COMPLY WITH BASEMENT AVAILABLE THAT COULD PROVIDE ACCESS FOR ° C° , ?O� EXCAVATE AND BACK FILL FOR WORK ON DRAWINGS. SECTION R311.5.6.3 OF THE 2015 IRC WITH 2016 NYS INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR \ # F #yT STOCKPILE ALL EXCAVATED MATERIAL, NEW AND EXISTING SUPPLEMENT. FINISHES. BACK FILL MATERIAL AND TOPSOIL ARE TO BE FREE OF ❑ \ lF c LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE G R314,5 COMBINATION ALARMS. COMBINATION SMOKE AND �I z FOLLOWING MINIMUM VALUES; WEEDS, TREE ROOTS, ROCKS AND DEBRIS. ALL SURPLUS CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE b �`\ A 10 MATERIAL THAT IS UNSUITABLE FOR BACK: Fb=2950 PSI, FV=290 PSI, AND E=2,000,000 PSI. FOLLOW FILL MATERIAL MECHANICAL: USED IN LIEU OF SMOKE ALARMS. MANUFACTURES RECOMMENDATIONS FOR BEARING, BRACING, I _ o SHALL BE REMOVED FROM THE SITE. R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE r� / l AND FASTENING REQUIREMENTS, CONTRACTOR SHALL BE z - RESPONSIBLE TO REVIEW ALL REQUIREMENTS AND APPLY IN HVAC IS TO COMPLY WITH SECTION N1103 (R403). THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE \\ PROTECT ALL TREES WITHIN EIGHT FEET OF THE BUILDING. EQUIPMENT AND MATERIALS ARE TO BE IDENTIFIED IN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, COVERED w 12' -0 - FIELD. ACCORDANCE WITH N1101.3 (R101.5.1). HEATING AND WHERE PRIMARY POWER IS INTERRJPTED, SHALL RECEIVE \ PA w �9'-'2 -<%o PROPER APPROVALS MUST BE OBTAINED BEFORE COVERING COOLING EQUIPMENT SIZE IS TO BE DESIGNED IN POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND ' 15'-10" ANY EXCAVATED WORK. ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE ACCORDANCE WITH M1401.3. DUCT SYSTEM FOR HVAC IS TO WITHOUT A DISCONNECTING SWITCI OTHER THAN THOSE \ Z4.o -------------------- REVISED PER COMMENTS 12/14/23 PRESSURE TREATED. \ 16.3' BE FABRICATED IN ACCORDANCE WITH SECTION M1601. REQUIRED FOR OVERCURRENT PROTECTION \ ISSUED FOR PERMIT 11/3/23 BACKFILL IN 6" LIFTS.( ALL EXCAVATIONS SHALL BE CARRIED THICKNESS OF ALUMINUM AND GALVANIZED SHEET METAL �� �- 12.0, FRAMING TO BE ERECTED PLUMB, TRUE, AND LEVEL AND TO 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE \ ro 2 STORY o ----------------- o Rev. eVISIOn Description ate INTO 18" OF UNDISTURBED SOIL,) BE FASTENED SECURELY. ARE TO BE IN ACCORDANCE WITH TABLE M1601.1.1. PROVIDED ON EACH STORY z W FRAME IT - �'------ CONTAINING ASLEEPING AREA, WITHIN 15 FEET OF THE J gF� #25335 DO NOT PROVIDE OVER BACK FILLING FOR 8" OR 10" PLUMBING: I \ FFL 25.7 Project Location: ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH SLEEPING AREA. MORE THAN ONE \ \ w POURED CONCRETE FOUNDATION. CONTRACTOR SHALL VERIFY MATERIALS, CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE 14,0' SITE SPECIFIC SOIL TYPES AND SOIL PRESSURES, AND ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH NECESSARY TO ASSURE THAT NO \ J 367' w qsA PROP GED 25335 Main Road VERIFY ALLOWABLE FOUNDATION LOADING PRIOR TO FRAME OUT FOR HEATING, PLUMBING, AND ELECTRICAL AS A ROOF SHALL BE TERMINATED AT LEAST 6 12 INCHES (152 SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET I \ �' 1��J�yq� T C J� BACKFILLING. ALL SHALL BE PER STATE CODE. REQUIRED. 305 MM) ABOVE THE ROOF OR 6 INCHES (152 MM) AWAY FROM A CARBON MONOXIDE ��' \ SCOP Fwq y c� d Orient, NY 11957 ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER ALARM. I \ cam'' STRUCTURAL STEEL: DOUBLE UP JOISTS AROUND ALL OPENINGS AND PARTITIONS IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED \ 4' BRICK WALK AND UNDER PARALLEL JOISTS. FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE 91 5.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE o HEDGE \ Ex w �L SCTM# : 1000-18-3-13 REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 PROVIDED ON EACH STORY THAT Imp. \ DrawingTitle: ALL NAILS, STRAPS, BOLTS, RODS, JOIST HANGERS, AND MM) ABOVE THE ROOF. CONTAINS A CARBON MONOXIDE SDURCE. - -_ - _ __ HEDGE ?o. APPLICABLE.. OTHER FRAMING HARDWARE TO BE HOT DIPPED GALVANIZED. S X5000'10" ' ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH 915.2.3.1.2 BUILDINGS CONSTRUCTED PRIOR TO JANUARY 1, 4' CC]NC. L STRUCTURAL STEEL TO BE NEW STEEL CONFORMING TO ASTM ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL A ROOF SHALL BE 2008. A CARBON MONOXIDE �p 165. O' A-36 (CURRENT EDITION) AND THE REQUIREMENTS OF THE BE AS PER DETAILS INCLUDED IN THESE DOCUMENTS AND TERMINATED AT LEAST 6 12 INCHES (152 305 MM) ABOVE ALARM SHALL BE PROVIDED ON THE LOWEST STORY ��HALT GENERAL NOTES LATEST RISC CODE. THE 2015 IRC WITH 2016 NYS SUPPLEMENT. THE ROOF OR 6 INCHES (152 MM) CONTAINING A SLEEPING AREA, WITHIN 15 �� EGDE OF PAVEMENT _ ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER FEET OF THE SLEEPING AREA. MORE THAN ONE CARBON PAINT STEEL WITH ONE COAT OF RUST INHIBITING PAINT AT ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED MONOXIDE ALARM SHALL BE PROVIDED `- _-_____- SUPPLIER PRIOR TO DELIVERY, APPLY TOUCHUP RUST COMPLIANCE WITH SECTION R905 OF THE 2015 IRC WITH FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON INHIBITING PAINT AFTER ERECTION. 2016 NYS SUPPLEMENT, VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 SUCH STORY IS MORE THAN 15 FEET MM) ABOVE THE ROOF. AWAY FROM A CARBON MONOXIDE ALARM. MAIN CAIN ,r, AD 915.2.5 POWER SOURCE, CARBON MONOXIDE ALARMS, CARBON MONOXIDE DETECTORS, AND THE ALARM CONTROL UNITS TO WHICH CARBON MONOXIDE DETECTORS ARE CONNECTED SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH A BATTERY BACKUP JMN TA JMN SYSTEM THAT AUTOMATICALLY PROVIDES POWER FROM ONE Designed by Drawn by Checked by OR MORE BATTERIES WHEN PRIMAP,Y POWER �A IS INTERRUPTED, WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION November 20, 2020 A20XO22 Date Project Number 1 OF 5 10 1. 00 Sheet Number Drawing Number 12'-10" 3'-7" EQ EQ 3'-7" 12'-10" - EQ ItEQ - - - — — — — — — - - - � II A A A WALL LEGEND A I A i 1 (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) ;�1 I I F8" POURED I I I MAINTENCE I CONIC. II 1 NEW EXTERIOR WALL: 1 I I FOUNDATION I l y STORAGE SHED UP 1 / EXTERIOR FINISH AS PER I WALL 18„ 18” II 1 ELEVATION ON TYVEK BLDG. PAPER, 1 Iw 1 1 '-6" I 16 O.C. 1 OR 15LB. BUILD.PAPER OR EQUAL, ON 2x8 C.J 1 1 1 ' 1/2"PLYWD, SHEATHING, ON 2x4 WD STUDS @ 16 O.C. I 1550 DEER PARK AVE. 1 ' \ 0 16"OC W/R-15 BATT INSULATION WITH VAPOR o I o IZ " ^ I BARRIER AND 1/2"cwe ON INTERIOR SIDE OR I DEER PARK, NEW YORK 11729 I I UNEXCAVATED I 1 LINE OF 2 COURE SLAB d 1 (2x6 WD STUDS @ 16"OC WITH R-19 BATT 2x10 F.J 11 P: (516) 655-5834 VIRGIN SOIL I 1 EXIST. ON 4" FINE I INSULATION) 16 O.C. 1 II SETBACK GRAVEL 1 1 CLIENT: III III 1 1 � � I NEW INTERIOR PARTITIONS: / ' 1 Mr. & Mrs. Sellis 1 ; 1 I 1 G 1 GWB ON EACH SIDE @ 16"OC WITH 1/2" j ^ ! 11 10 Fern Drive W - - - - - - - - - - - - ( I 1 � - - - - - - - - - - - - - - - - � I ///iii/// / 1 �j .- 1 Jericho, NY 11753 I ( a1 NEW FOUNDATION WALL: 1 1 I I \ NEW Li CONSULTANTS: W 12"PC FOUNDATION WALL TO BEAR ON DN. 11 1 o I o I I o - - - - = 24"x12"PC FOOTING 2x10 F.J I o 1 I 1 i 1 TO BEAR ON UNDISTURBED SOIL WITH 16 O.C. I X 1 — — — — BITUMINOUS WATERPROOF COATING ON 1 T� EXTERIOR SIDE AND CONCRETE PARGE COAT ON A. 4'-2" 1 I N N I 1 cv VISIBLE PORTION OF FOUNDATION WALL I Li o N -- - - - - - - - - - - - II o T '/ I / o "CD----- A ANCHOR ® III `r 1 1- ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS UNFINISHED II 16" O.0 IJ I AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN STANDARDS SHEET, STORAGE AREA I LLJo VERTICALLY I 1 1 2- ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS(5/8" 8 11 9 1 7`� xx1 o PLYWD SHEATHING, W/8D COMMON NAILS C�6"cc EDGE AND 12"oc FIELD AS 2x10 F.J 16'-1 " I SPECIFIED IN SECTION 34.4.2. IN THE AMERICAN FOREST AND PAPER 16 O.00 C. 1 2x10 C.J I ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL, THEREFORE ALL I I 1 16 O.C. 1 `-9 1/2" CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALLS AND ARE IN 2x8 C.J A 1 EXCESS OF THAT REQUIRED BY THE CODE. ALL REQUIRED SHEARWALL1 L1 01 SEGMENTS SHALL BE A MINIMUM OF 28"WIDE FOR 8'-0"HIGH WALLS, 31"FOR 16 O.C. 1 �9 1/2" Z1 " 1 T-0"HIGH,35"FOR 10'-0"HIGH, AND 38"FOR 11'-0"HIGH EXTERIOR WALLS / L Z POURED 6 AS PER THE REQUIRED ASPECT RATION OF SHEARWALL SEGMENTS. 16'—1 ' EXIST UNEXCAVATED L CONC. SLAB i _XIST ADJACENT--\ VIRGIN SOIL LI I ON 4" FINE / 3- ALL UPLIFT CONNECTORS AND NAILING SHALL BE IN ACCORDANCE WITH 4DJACENT BLDG 7 I 1 ( GRAVEL 11 SHEET N-2,ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL STUD FROM 3LDG 1 1 / FOUNDATION TO RIDGE I 1 4- ALL RAILINGS AND GUARD RAILS SHALL BE BETWEEN 36"AND 38"IN I I8,.1 I GARAGE 1 HEIGHT, ALL HANDRAILS SHALL BE IN ACCORDANCE WITH R315,2, AND NO 1 OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 2x10 F.J 1 1- KITCHEN THIS DRAWING IS THEINTELLECTUAL PROPERTYOF 8" POURED I I� / 1 4"DIAMETER SPHERE, UNLESS IT IS THE TRIANGULAR OPENING FORMED BY THE 16 O.C. I ARCH STREET dpo NO INFORMATION CONTAINED �< / II o RISER TREAD AND BOTTOM RAIL- WHERE A SPHERE 6" IN DIAMETER MAY NOT 1 o HEREIN MAYBE USED OR DUPLICATED WITHOUT THE CONIC. FOUNDATION I I I � PASS THROUGH. WALL 2x8 C.J 1 PRIOR WRITTEN CONSENT OF ARCH STREET dpo COPY STL I I 1 5- ALL WINDOWS AND DOORS SHALL EITHER HAVE MANUALLY REMOVABLE -g 16 O.C. 1 RIGHT INFRINGEMENT WILL RESULT IN BOTH ANCHOR 0 ( I I STORM PANELS IN COMPLIANCE WITH ASTM E 1996&1886 AS MANDATED BY 1 COMPENSATORY AND PUNITIVE DAMAGES IN 16" O.0 I I 1 1 THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN '�//// 1 ADDITION TO CRIMINAL CHARGES FILED UNDER 7 1 1 VERTICALLY I I A \ A IIOMPH WIND ZONES,CONTRACTOR TO PROVIDE NECESSARY DOCUMENTATIONA FEDERAL LAW. I— — — — — — — — I A104 i ON COMPLIANCE TO THE BUILDING DEPARTMENT, FOR GARAGE DOORS PROVIDE 0 L A104 ACCORDION DOORS WITH TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. A104 L — — — — — -I- — — — — — — — — — -L — — OR- 1/2"th PLYWOOD STRUCTURAL PANELS, SHALL BE PROVIDED FOR EACH �— -- NEW GARAGE DOOR WINDOW AND DOOR OPENING NOT EXCEEDING 8'-0 (IN THE SHORTEST FOUNDATION PLAI\ TO BE SELECTED DIRECTION)THE PLYWOOD SHALL EXTEND A MIN OF 6"BEYOND THE ROUGH BY OWNER OPENING SIZES OF THE WINDOWS IN EACH DIRECTION AND SHALL BE LABELED 3'-0" EQ EQ 3'-0" y WITH THE CORRESPONDING WINDOW LOCATION, THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCESSIBLE LOCATION, AND SHALL BE SCALE: 1 /4" = 1 '-0" ACCOMPANIED BY ENOUGH 2-1/2'#8 WOOD SCREWS TO FASTEN EACH PANEL, 12'-10" RST FLOOR PLAN SCREWS TO BE A MAXIMUM 12VAROUND PERIPHERY OF PANELS. WHEN SECOND FLOOR PLAN FASTENING TO MASONRY WALL IBLS, VIBRATION-RESISTANT ANCHORS SHALL BE USED(MIN 490lbs WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED - SCALE: 1/4" = 1 '-0" HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE HOME SCALE: 1/4" = 1 )-0)) 1 OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF HIGH WINDS I SLOPE SLOPE 1 Shear wall be SMOKE DETECTION / ALARM EACH SLEEPING ROOM — - I plywood sheathing mounted vertically mounted directly to framing OUTSIDE EACH SLEEPING AREA IN IMMEDIATE VICINITY e I I ONE EACH ADDITIONAL STORY INCLUDING BASEMENT/CELLARS Min. Nail Penetration in Framing(inches) 1 a 1mmonv. SEE SECTION R317 1 Nail Spacingioat Panel Edgeso B riches 6� h , CARBON MONOXIDE ALARM PER R313.4 o I ( ) I 11 HEADER SCHEDULE I I I 3' - 4' (2) 2x 8 _SLOPE SLOPE _ II 8" POURED CONC. WALL I I 1 11 ° #4 REBARS @ 16" O.C. II GRADE, COOR. 4" CONCRETE SLAB 11 W/ SITE PLAN ° ° ° ZW/ 1OX10 -6/6 WWM F. S. _SLOPE SLOPE _ I ° X ° X X— (SEE PLANS) WINDOW SCHEDULE REVISED PER COMMENTS 12/14/23 1 ° ISSUED FOR PERMIT 11/3/23 ° ° ° WINDOW UNIT SIZES REMARKS ° MANUFACTURER'S CODE I 1 NO, WIDTH HEIGHT Rev. Revision Description Date SLOPE SLOPE A ANDERSON TW24410 OR APPROVED EQUAL 2'-6 1/8. 5-0 7/8' 7 - REAR do SIDE FACADES W/HALF INSECT SCREENS 1 \ ° a B ANDERSON TW2436 OR APPROVED EQUAL 2'-6 1/8' S-B 7/8" 1 - SIDE FACADE W HALF INSECT SCREENS Project Location: C ANDERSON TW20410 OR APPROVED EQUAL 2'-2 1/8* S'-0 718' 3 — FRONT FACADE W�SECT SCREEN J SLOPE SLOPE F_ - - - - - - � � � COMPACTED GRAVEL I11 025335 Main Road 17 z ° Orient, NY 11957 1 WINDOWS TO COMPLY WITH 27-734 AREA OF NATURAL LIGHT— 10% OF FLOOR AREA OF ROOM w w ww I I e WINDOWS TO COMPLY WITH 27-750 AREA OF VENTILATION OPENING— 5% OF FLOOR AREA OF ROOM SCTM# . 1000-18-3-13 a o o a 1 0 6" ° 6" G.C. TO REPAIR ALL EXISTING WINDOWS AS REQUIRED AND CAULK. - - N I I I � Drawing Title: I �— 2X4 KEY (CONT.) DOOR SCHEDULE I 1 ° POURED CONCRETE FOOTING ON DOORR W DOORHI<. TYPE MAT. FIN. TYPEFRAME MAT. FIN. TYPE TYPE TYPEJAMB SILL D �IJNDER- CUT RAWARE E HARD- REMARKS EXIST UNDISTURBED OR COMPACTED SOIL 1 3'_0" 6'-B" 1 3/4" A HM PT A HM PT ADJAC NT I 11 O ° ° W/ 2 - #4 REBARS (CONT.) 2 S-0' 6'-B" 1 3/4" A HM PT A HM PT PROPOSED PLANS ROOF I II _4 - - - - - - Li w a CL a • ° • A _SLOPE SLOPE N I I _ _ B. 0. FOOTING I I 1 1 0 LJ LU UJ UJ o 0 0 0 Ln (n V) N N I100, I 1 1 _SLOPE SLOPE _ I I 1 J M N TA J M N 1 Designed by Drawn by Checked by I I FOOTING DETAIL R O O E PLAN I� SCALE: 1 = 1 --0 November 20, 2020 A20X022 �- - - - - - - - - - - - - - - - Date Project Number SCALE: 1 /4" = 1 '-0" 2 OF 5 1v2, 00 NPMME�� Sheet Number Drawing Number NEW GARAGE STRUCTURE �. ALL WINDOWS TO BE ANDERSEN SERIES 400 00 OR APPROVED EQUAL,MINIMUM OP RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN STANDARDS SHEET, y NEW RIDGE.VENT r _ -_ — —. _--- - --- _.-_._^— --.—.._ .— -- -- — - --- ------ -------_---------- ----------- -- - DEE RPARK, NEWYORK _- — 21'-0" P (516) 6 5 5834 11729 ----- ---- — - - - - - - - -- . _ ._.... - - - - -- -... - - - ------- -- - - - NEW ICE SHIELD/BARRIER ARRIER -- - CLIENT: - _ —_- ------ ----_---------- _---- -- --_:::___ - --- --- NEW ROOF SHINGLES TO MATCH EXIST HOUSE �` Mr. & Mrs. Sel I I$ --__ _ — — -- — --- _ cv \ 0 Fern Drive W - - - -- - -- - - - - - - - -- - - _ r I -. Jericho, NY 11753 - NEW WINDOWS SEE SCHEDULE -- _ - Ll ILL D TO MATCH CON i J7l 1 I.[ t E r I € T.E i t I >1 _ [ 1'[`L i I`L TI i, ii [ EXSTFHOUI EB \ t h_ t�,. i'1 _L-1.1 =:f 1f: I `l_ 'i T [l]T 1 1 C`T 1.L -�I. ---- ------ ------- - - I �e 1I �t L' ,. ,q,��..i L� !.. .I I l 9 P i 1 _ _ �L -1 i_i'1.�`_ -�1 r Le ! — - i_1 LL,. 1 ( r _� I l ! 1 — —' - i I-L L_J-f..r_h ,_I-. T_ T _ a_,:_.tfi_t _-1 FIN 2ND F L. !�i �_' � T'TT`�: I!_ II Tf, � .f� L i[1,� .I L .i -I 1_ �L � TIT+1_. 1 I1[ T '? E1TI r T,Il '' J ® ' t 1 - NEW SIDING TO MATCH EXIST L. �T � ,T 1[ T_I - ! ? tr`� tl_ I L.r,:, -i- I . 1�1 l y �_1-t i i_ J L_ HOUSE EX i FX [ 1 11 SII 1_ T o j�1-T` ( ) ] fJl ( ) , fl ( ) I (Ex) �1 : t I ( ) r_'_1 i.l TI _ o l_! , t - L ° I ti, - I .TI I,{Itl-tl. [ I iAi t 1_?it-I I I.._ 1:' I o I - T. AlI. L L 1, ]. T I'I 1. I i I j I 1C i i i 1 I JI 1_i-.I 1 ! _ 't1 1 .t _L _ _1_ I L,, i — I 1:1 E � ` l"_I� _ ,� rT� CT I�1�" r � i ii i I s I_C�L 1 �. ,:i__�.1_?_ L; f_; I r`T, (' [ I 1 ,'r 1�, > : I.L .. L' .I 1 L tLLL.r l NEW GARAGE DOOR TO BE l; f1 f 1 Ll,a� .l_ .. .._ _i__t .. T i L� �_:fl .... :f� T 1 I ! 1 1_ LTti.�._11.1.�J. ?- ! E L 1_ T1 I �T SELECTED BY OWNER ' _ r r ? 1.� i i I.CSI if Y F-1 El El l'- GRADE 0 SCALE: 114" = 1'-0" i NEW GARAGE STRUCTURE r r'�7 THIS DRAW/NG IS THE INTELLECrVAL PROPER TYOF ARCH STREET dpc NO INFORMATION CONTAINED r_ r NEW RIDGE VENT HEREIN MAYBE USED OR DUPLICATED WITHOUT THF PRiOR WRITTEN CONSENT OF ARCH STREET dpc COPY RIDGERIGHT INFRINGEMENT WILL RESULT IN BOTH _— - -- - OMPENSATORYAND PUNITIVE DAMAGES 1N ADDITION TO CRIMINAL CHARGES FILED UNDER FEDERAL LAW. NEW ROOF SHINGLES TO -- - MATCH'EXIST HOUSE NEW Id SHIELD/BARRIER _ i NEW WINDOWS SEE SCHEDULE _.�� _ _ 1 L ]` _ --- — - - - - - ---- - FL LLUL ,"f1. NEW -- t T 11 t_. -L - -- _ - - -- - - - - - - N FASCIA BD TO MATCH f C- IJ-_. - - --. --- - --- _ _ -- - -- - _ _? 1 [ EXIST HOUSE r _-... l FIN 2ND FL. t` i t _ _ (EX) O ^� ii ? 1`1 f 9h`m I�. i�'!-I _ L I- it-�-1 t T_ 8, 10" LLULL �M'tT l.I. - t_T? T,i ! I`TT T` LTi �L I 1i J , t.JT I .i LLi�r LL`: f Tr x.11 I - ._.l,i-aT_. c' � Q '.'�, NEW COPPER ROOFING 'L_ J1' I _ Ir I , ;_t t i.. ., , ' 1,- ( ) r'l:�`. L- li.r:. `I.f'.' r'��1 '•",,'`� ``�`'� �� I L1_- t Ii. II. Iif1.i., . fC .] L. .i 1 r i f > ' l o NEW WINDOWS SEE SCHEDULE f i l _ ___ r C L CD _t� ,t_ 1_ I iJ (`�'I�'l----JJT - i .I.1_t 7i f' f IT. T-I,4r[1 L TI I� (EX) ( ) ( ) z 1 ( 9 jT,T FD( (F�() ;, a _ I ,. —r` o i T t T �_�...t�iif 1 ;[,L�.1[ i .vl. _ .r.Ifrf .t i r- SII '�`1?1L tIT`1 [,I.i �3 1 , �,.," 1 i- ..I. '= A w T" NEW SIDING TO MATCH EXIST I.,_t�ifl 'i_i t 7 :.T.li]? `"T 7 4 HOUSE - - - - - , � .�� ;_ I I_ i:�[PI-J! - - - - L f g . . � � . � i_ L a. � � L.Lt1,_. tT'1�--I1 , �T � i^;� J�tr.._.. �. YL ' .i nI �.,T1 ! GRADE 0'-0" EX. EAR ELEVATION SCALE: 1/4)) = 1'-0" NEW RIDGE VENT NEW RIDGE VENT REVISED PER COMMENTS 12/14/23 RIDGE ISSUED FOR PERMIT 11/3/23 21'-0" - Rev. Revision Description Date NEW ROOF SHINGLES TO - _ — �— -- — — MATCH EXIST HOUSE ALL WiNDOWS TO BE ANDERSEN SERIES 400 00 OR APPROVED EQUAL,MINIMUM DP RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN STANDARDS SHEET Project Location: 25335 Main Road NEW FASCIA BD TO MATCH - .-- ----- -- ---_-- -_ ^ Orient, NY 11957 EXIST HOUSE 1 _ __._ _ - _-_ NEW ICE SHIELD/BARRIER - - - - - -. - -- ... _ -- SCTM# : 1000-18-3-13 N NEW WINDOWS SEE SCHEDULE NEW FASCIA BD TO MATCH Jill EXIST HOUSE Drawing Title: H ilid 11111 111T� IiIII Illilli IT I 1111 111 1111 -L] it -1 111 11 11 it 1-1 1111 111 1111 11 11111 11111 1 1 1 11 FIN 2ND FL. 11 11 Mill IIIIII Ill I NEW SHINGLES TO MATCH PROPOSED EXIST HOUSE ELEVATIONS 00 x GRADE11 11 11 11 ill Ill 11 11 [1 1 11 11 11 // \\\ JMN TA JMN EX. Designed by Drawn by Checked by TITIT 0'-0" November 20, 2020 A20XO22 SIDE ELEVATION Date Project Number SCALE: 114" = 1'-0" 3 OF 5 A 103a ®® Sheet Number Drawing Number NEW PROVIDE ICE & WATER SHIELD FROM 2x12 CONT. RIDGE TYPICAL ROOF CONSTRUCTION WITH CONT. RIDGE VENT CONTINUOUS RIDGE VENT FASCIA & WITHIN 2' HORIZ, DISTANCE 2x4 RIDGE SUPPORT ROOF SHINGLES TO MATCH EXIST ` FROM THE INTERIOR SIDE OF THE EXT. @ EVERY OTHER RAFTER TYP, 2 LAYERS OF 15# FELT WALL; TYP, FOR ALL NEW ROOFS SIMPSON MODEL LSTA 5/8" CDX PLYWD SHEATHING J, 24" LONG RIDGE STRAP 2x8 ROOF RAFTERS @ 16" 0/C 1 2x6 COLLAR TIES @32" 0/C a r C 11 `-x" I r C RIDGE 1x6 FASCIA BOARD 1 '-0" %2" CDX PLYWD SOFFIT 1550 DEER PARK AVE. 2 DEER PARK, NEW YORK 11729 PROVIDE SOFFIT VENTS TO CODE P: (516) 655-5834 ® 00 PB66 HURRICANE CLIPS STRAPS AS PER DIAGRAM ON SHEET #2 CLIENT: . ® a ® Mr, & Mrs. Sellis 10 Fern Drive W N Jericho, NY 11753 N2x8"CJ @16"oc a W/R-30 BATT INSULT, CONSULTANTS: 0 O 2X8 CJ @ 16 OC W/R-30 BATT INSULT, TYPICAL INTERIOR WALL 2" MINIMUM SIDECOVER (2) 2x4 TOP PLATE FOUNDATION NTS TO POST FIN 2ND FL. 2x4 STUDS BOTTO@16'" O/C PLATE — 8 — 1 0 %2" GYP BD (BOTH SIDES) 0 SCALE 2x10"CJ @ 16"0c W/R-30 BATT INSULT, TYPICAL EXTERIOR WALL CONSTRUCTION VINYL SIDING 3/4" INSULATION BD R-4 TYVEI< HOUSE WRAP ONE STORY: 1 /2" CDX PLYWD SHEATHING (4) 8d COMMON NAILS @ EACH END OF 1-1/4"x20 GA. STRAP AT EACH RAFTER (2) 2 X 6 TOP PLATE TWO STORY: 2 X 6 STUDS @ 16" OC (3) 8d COMMON NAILS @ EACH END OF 1-1/4"x20 GA. STRAP AT EACH _ GRADE R-15 INSULATION _ 0'—O" EX X. 112" GWB W/ VAPOR BARRIER THIS DRAWNGIS THEINTELLECTUAL PROPERTY OF 6 EA•M TO JOIST H2.5 = ARCH STREET dpc NO INFORMATION CONTAINED / 0 \4�LAYER OF GRAVEL HEREIN MAYBE USED OR DUPLICATED WITHOUT THE SCALE = NTS (INSTALL ON ALL JOISTS) I PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY (:� � RIGHT INFRINGEMENT WILL RESULT IN BOTH COMPENSATORYAND PUNITIVE DAMAGES IN BOT OF FOOTING,J ADDITION TO CRIMINAL CHARGES FILED UNDER —4'—0" FEDERAL LAW. ® � 4 \A-104 CR OSS SECTONA - A BCS2-3,6 ROOF/ATTIC SCALE: 1 /4 = _ :• POST TO BEAM Roof extension. Open vent pipes that extend through a roof shall be terminated at least 6 12 inches (152 305 mm) above the SCALE = NTS roof or 6 inches (152 mm) above the anticipated snow accumulation, whichever is greater, except that where a roof is to be used for any purpose other than weather protection, the vent extension shall be run at least 7 feet (2134 mm) above the roof. • (1) SIMPSON STRONG TIE Frost Closure where the 97.5 percent value for outside design temperature is 0°f or less every vent extension through the roof CONNECTOR H2.5A WITH (5) 8d or wall shall be a minimum of 3 inches in diameter any increase in the size of the vent shall be made inside the structure a � FASTENED TO RAFTER AND (5) 8d minimum of 12 inches below the roof or inside wall ,r { FASTENED TO TOP PLATES. USE ' • SAME CONNECTOR @ GARAGE TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES w� For SI: 1 inch = 25.4 mm. PLUMBING FIXTURE TRAP SIZE MINIMUM (inches) All, Bathtub (with or without shower head and/or whirlpool attachments) 1 1/2 Bidet 1 1/4 PROVIDE (2) 16d COMMON Clothes washer standpipe 2 Dishwasher (on separate trap) 1 1/2 NAILS @ 6" O.C. TO FASTEN (5) 8d COMMON NAILS @ EACH END Floor drain 2 ENDWALL CORNER STUD TO OF 1-1/4" x 20go STRAP AT EACH NOTE: CONNECTIONS TO BE PROVIDED @ g CORNER AND AT EACH FRAMING MEMBER. Kitchen sink (one or two traps, with or without dishwasher and food waste disposer) 1 1/2 SIDEWALL CORNER STUD HOLD STUD, FOR UPLIFT FORCES ONLY DOWN AS AT GARAGE USE 4 Laundry tub (one or more compartments) 1 112 ( } 8d COMMON Lavatory 1 1 /4 NAILS @EACH END OF 1�"x20ga (5) 8d COMMON NAILS @ EACH END Shower (based on the total flow rate through showerheads and bodysprays) IMPSOM STRONG TIE HDQ-8 STRAP AT EACH STUD, FOR 'UPLIFT OF 1-1/4"x2Oga STRAP AT EACH Flow rate: 5.7 gpm and less 1 1/2 HEARWS SIMPSOM S HOLD DOWN TO FORCES ONLY STUD, FOR UPLIFT FORCES ONLY More than 5.7 gpm up to 12.3 gpm 2 RESIST OVERTURNING FORCES. N AT GARAGE USE (4) 8d COMMON More than 12.3 gpm up to 25.8 gpm 3 PROVIDE WITH (1) 5/8" FIRST FLOOR NAILS @ EACH END OF 1-1/4"x2Oga More than 25.8 gpm up to 55,6 gpm 4 THREADED ROD EMBEDDED INTO STRAP AT EACH STUD, FCR UPLIFT REVISED PER COMMENTS 12/14/23 CONCRETE FOUNDATION 12", o . N, FORCES ONLY NOTCHNG AND DRUING DETAILFOR WOOD FRAME MEMBERS ISSUED FOR PERMIT 11/3/23 MINIMUM. REFER TO (2) 10d COMMON NAILS @EACH (RAFTER TO STUD) Rev. Revision Description Date MANUFACTURER FOR COMPLETE END OF 1-1/4" x 20ga STRAP AT INSTALLATION REQUIREMENTS, SEE EACH STUD. OVERTURNING CONNECTIONS AT 1 1/2 STORY USE (2) 10d Project Location: DIAGRAM, SHEET L COMMON NAILS @ EACH END OF (4) 10d COMMON NAILS @ EACH END <1/4 DEPTH OF JOIST LOCATIONS 1-1/4" x 20ga STRAP AT EACH OF 1-1/4"x20ga STRAP AT EACH C 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN 25335 Main Road STUD. STUD, FOR UPLIFT FORCES ONLY. z No NOTCHES OR Orient, NY 11957 PROVIDE SIMPSON STRONG TIE AT 1 1/2 STORY (3) 10d COMMON C O HOLES PERMITTED /<1/3 DEPTH OF JOIST CNW COUPLER NUT. REFER TO \ NAILS @EACH END OF 1 1/4"x20ga G MANUFACTURER FOR COMPLETE STRAP AT EACH STUD, FCR UPLIFT INSTALLATION REQUIREMENTS. A� oQo FOUNDATION FORCES ONLY. SCTM# : 1000-18-3-13 GARAGE NOT REQUIRED USE 5/Q � oo 0 2"MIN _ ANCHOR BOLT DIRECTLY __9 Drawing Title: EMBEDDED INTO CONCRETE <1/4 DEPTH OF JOIST FOUNDATION (PLATE TO STUD) �21l 2 2" (2) 10d COMMON NAILS @ EACH END STUD MIN IN MIN 0 o OF 1 1/4"x2Oga STRAP AT EACH � a <1/6 DEPTH OF JOIST 3" SQUARE WASHER STUD, FOR UPLIFT FORCES ONLY. � _ PROVIDE HOLES AND NOVIN OF 2" TCHES FROM I I NOTCHES ARE NOT PERMITTED IN PROPOSED CROSS AT 1 1/2 STORY USE (2) 10d o � EACHOTHER AND FROM THE ENDS OF THE SAME LOCATION AS HOLES COMMON NAILS @ EACH E\1D OF \ z w <1/4 DEPTH OF STUD MEMBERS SECTION & 1-1/4"x2Oga STRAP AT EACH STUD, o o FLOOR JOIST FOR UPLIFT FORCES ONLY <1/4 DEPTH OF JOIST SCHEDULES NOTCHES ARE NOT PERMITTED IN 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN SIMPSON STRONG TIE LTP-4 CONNECTOR @ (STUD TO FLOOR) THE SAME LOCATION AS HOLES NO NOTCHES OR 36" O.C. TO RESIST UPLIFT AND LATERAL SIMPSON STRONG TIE LTP-4 5/8"MIN HOLES PERMITTED <1/3 DEPTH OF JOIST FORCES. REFER TO MANUFACTURER FOR CONNECTOR @ 36" O,C. TD RESIST <2/5 DEPTH OF STUD COMPLETE INSTALLATION RE I I UPLIFT AND LATERAL FORCES, REFER 5/8"MIN TO MANUFACTURER FOR COMPLETEMIN JMN TA JMN 5/8" ANCHOR BOLTS @ 36" O.C. AND 1'-0" FROM INSTALLATION REQUIREMENTS <3/5 DEPTH OF STUD 2" I ( a EVERY WALL OPENING, CORNER AND SILL I I REFER TO FOUNDATIOP I AND ANCHOR (FOR DOUBLE STUDS ONLY o Designed by Drawn by Checked by END �./ BOLT PROVIDE A MIN OF 2"SEPARATION DETAILS THIS SHEET BETWEEN HOLES AND NOTCHES FROM 2" i 2" 2" o EACHOTHER AND FROM THE ENDS OF MIN MIN MIN X1/3 DEPTH OF JOIST November 20, 2020 A20XO22 N MEMBERS PROVIDE A MIN OF 2"SEPARATION I Date Project Number � PLATE BETWEEN HOLES AND NOTCHES FROM / NOTCHES ARE NOT PERMITTED IN LOAD PATH TO RESIST WIND LOADS ( UPUFT �C OVERTURNNG ) TYRICAL CABLE WALE CONNECTIONS THE SAMELOCATI°NAS"°LES ASO OO EXTERIOR AND BEARING WALLS MEMg°BSER AND FROM THE ENDS of RAFTER / CEILING JOIST 4 OF 5 SCALE: N.T.S. SCALE: N.T,S. THIS PROPERTY IS NOT LOCATED WITHIN ONE MILE OF THE COAST Sheet Number Drawing Number TABLE 3.1 NAILING SCHEDULE TABLE 3.413 TABLE R301.7 TABLE R301 .5 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION)) SHEAR WALLS RESISTING UPLIFT AND SHEAR - EXPOSURE B ALLOWABLE DEFLECTION OF STRUCTURAL MEBERS MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS ' (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (TABLE TAKEN FROM 2020 INTERNATIONAL RESIDENTIAL CODE) (IN POUNDS PER SQUARE FOOT) NUMBER OF NUMBER OF (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY (TABLE TAKEN FROM 2020 INTERNATIONAL RESIDENTIAL CODE) JOINT DESCRIPTION NAIL SPACING I COMMON NAILS BOX NAILS DWELLINGS (2018 EDITION)) ALLOWABLE STRUCTURAL MEMBER DEFLECTION USE LIVE LOAD ROOF FRAMING 30 700-YR. WIND SPEED 3-SECOND GUST (MPH) 110 115 120 1 140 150 160 170 180 195 UNINHABITABLE ATTICS WITHOUT STORA�E 10 TOP & BOTTOM OF . RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER WOOD STRUCTURAL PANEL SHEAR RAFTERS HAVING SLOPES GREATER THAN 3/12 UNINHABITABLE ATTICS WITH LIMITED STORA1 20 a f" CS r WALL RQUIREMENTS PANEL NAILING WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 REQUIREMENTS MAXIMUM ROOF SPAN (FT) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 (SEE TABLE 3.4A) (SEE TABLE 3.4A) NAIL 1550 DEER PARK AVE. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST SHEATHING SHEAR WALL ROWS OF INTERIOR WALLS AND PARTITIONS H/180 BALCONIES (EXTERIOR) AND DECKS 40 DEER PARK, NEW YORK 11729 (SEE TABLE 3.4A) (SEE TABLE 3.4A) THICKNESS NAILING NAILS SPACING P: (516) 655-5834 (IN) FLOORS L/360 FIRE ESCAPES 40 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d 8-40d EACH LAP IGUARDRAILS AND HANDRAIL`S 200h CEILINGS WITH BRITTLE FINISHES (INCLUDING CLIENT: (SEE TABLE 3.9A) (SEE TABLE 3.9A) 4 - - - - - - - - - - L/360 7/16" OSB OR 8d COMMON 1 PLASTER AND STUCCO) GUARDRAILS IN-FILL COMPONENT S 50h CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 8-16d 8-40d EACH LAP 15/32" NAILS @ 4" 3 36 32 24 12 - - - - - - (SEE TABLE 3.9A) (SEE TABLE 3,9A) PLYWOOD WITH PANEL EDGE 6 36 32 24 12 - - - - - - CEILINGS WITH FLEXIBLE FINISHES (INCLUDING PASSENGER VEHICLE GARAGES 508 Mr. & Mrs. Seliis COLLAR TIE TO RAFTER (FACE-NAILED) 4-10d 4-12d PER TIE SPECIES OF SPACING AND I GYPSUM BOARD) L/240 PLIES HAVING 12" FIELD 5 4 36136 36 36 36132 , 28 20 16 12 ROOMS OTHER THAN SLEEPING ROOMS 40 10 Fern Drive W (SEE TABLE 3.6) (SEE TABLE 3.6) Gz0.49 SPACING ALL OTHER STRUCTURAL MEMBERS L/240 SLEEPING ROOMS 30 BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END 3 36 36 36 36 36 36 36 36 32 24 � Jericho, NY 11753 6 - - - - - - - - - - EXTERIOR WALLS - WIND LO/ DS WITH PLASTER STAIRS 40 RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END OR STUCCO FINISH H/360 7/16" OSB OR 8d COMMON 1 4 36 32 24 12 - - - - - - a,b,c,d,e,f,a,h: WALL FRAMING 15/32" NAILS @ 6" - FOR SUBNOTE, REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE, PAGE CONSULTANTS: PLYWOOD WITH PANEL EDGE 3 36 36 36 36 28 20 16 12 - EXTERIOR WALLS - WIND LO/�DS WITH OTHER H/240 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16� 2-16� PER FOOT SPECIES OF SPACING AND 6 36 36 36 36 28 20 16 12 - - BRITTLE FINISHES TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE PLIES HAVING 12" FIELD 2 4 36 36 36 36 36 36 36 32 24 20 EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE d Gz0.49 SPACING FINISHES H/120 STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C. 3 36 36 36 36 36 36 36 36 36 32' 1 SECTION R301.2.2.1 WEIGHTS OF MATERIALS HEADER TO HEADER (FACE-NAILED) 16d 16d 16" o.c. ALONG EDGES g - - - - _ _ - - - - LINTELS SUPPORTING MASONRY VENEER WADS L/600 (IN POUNDS PER SQUARE FOOT) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d 2-40d PER STUD15/32" OSB 10d COMMON 1 4 36 32 24 12 - - - - - - NOTE: L = SPAN LENGTH, H = SPAN HEIGHT (TABLE TAKEN FROM 2020 INTERNATIONAL RESIDENTIAL CODE) (SEE TABLE 3,5A (SEE TABLE 3.5A) NAILS @ 6" OR PLYWOOD 3 36 36 36 36 28 20 16 12 - - AVERAGE DEAD LOADS SHALL NOT EXCEED 15PSF FOR COMBINED PANEL EDGE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS BOTTOM PLATE TO FLOOR JOIST, BANCJOIST, � � WITH SPECIES - ROOF AND CEILING ASSEMBLIES (ON A HORIZONTAL PROJECTION) 2-1642 2-1642 PER FOOT SPACING AND 6 36 36 36 36 28 20 16 12 - HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN ENDJOIST OR BLOCKING (FACE-NAILED) OF PLIES 12" FIELD AS 0.7 TIMES THE COMPONENT AND CLADING (ASD) LOADS OR SECTION FOR FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED HAVING Gz0.49 SPACING 2 4 36 36 36 36 36 36 36 36 32 24 OBTAINED FROM TABLE R301.2(2). BY SECTION R301 ED: DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: FLOOR FRAMING 3 36 36 36 36 36 36 36 36 36 36 b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE 1. EXTERIOR LIGHT-FRAME WOOD WALLS: 15 PSF JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST FOOT NOTE: LENGTH OF THE CANTILEVER. 2. EXTERIOR LIGHT FRAME COLD-FORMED STEEL WALLS14 PSF BRIDGING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END3. INTERIOR LIGHT-FRAME WOOD WALLS: 10 PSF 1. SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS) FOR c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN 4. IN LIGHT-FRAME COLD-FORMED STEEL WALLS: S PSF COMBINED SHEAR AND UPLIFT FROM WIND. NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END PROPER DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, 5. IN THICK MASONRY WALLS: 80 PSF BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK 2. WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0349 OR GREATER, TABULATED TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR 6. 6" THICK CONCRETE WALLS: 85 PSF LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST MAXIMUM ROOF SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN NO CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING 7. SIP WALLS: 10 PSF JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOISTCASE SHALL THEY EXCEED A SPAN OF 36FT. EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEPTIONS: 3. TABULATED VALUE FOR PLYWOOD ASSUME PLYWOOD WITH A SPECIES OF PLIES EXCEED L/175 FOR EACH GLASS LTTE OR L/60 FOR THE BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST HAVING A SPECIFIC GRAVITY OF 0349 OR GREATER. FOR PLYWOOD WITH OTHER ENTIRE LENGTH OF THE MEMBER, WHICHEVER IS MORE a. ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 PSF SHALL SPECIES, MULTIPLY THE TABULATED MAXIMUM ROOF SPANS BY 0390. STRINGENT, FOR SANDWICH PANELS USED IN ROOFS OR BE PERMITTED PROVIDED THAT THE WALL BRACING AMOUNTS IN BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, THE SECTION R602.10.3 ARE INCREASED IN ACCORDANCE WITH THISDRAW/NG/S THE/NTELLECTUALPROPERTYOF PLATE AND BOTTOM PLATE BY 1-1/2" AND A SINGLE ROW OF FASTENERS SHALL BE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. TABLE R602.10.3(4). ARCH STREET dpcNOINFORMATION CONTAINED ROOF SHEATHING PLACED 3/4" FROM THE PANEL EDGE, 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM b. LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL HEREIN MAYBE USED OR DUPLICATED WITHOUT WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD PLATE AND BOTTOM PLATE BY 1-1/2 ROWS OF FASTENERS SHALL BE 1/2" APART BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE BE PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF PRIORWRITTEN INFRINCONSENGEMENT ILLREARCH SLTINBTREET pcCOPY (SEE TABLE 3.10) WITH A MINIMUM EDGE DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT THE DEFLECTION OF H/180, SECTIONS R70N.1 AND R703. RIGHT INFRINGEMENT WILL IVEDAMAGESIN c. FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN COMPENSATORY AND PUNITNEDAMAGESIN DIAGONAL BOARD SHEATHING SPECIFIED SPACING. e. REFER TO SECTION R703.8.2, ACCORDANCE WITH CrIAPTER 10. ADDITION TO CRIMINAL CHARGES FILED UNDER FEDERAL LAW. 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT 1"x10" or WIDER 3-8d 3-10d PER SUPPORT WIND UPLIFT DESIGN REFERENCE - EXPOSURE B NAILING & STRAPPING AT EXTERIOR WINDOW/ CEILING SHEATHING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION DOOR HEADERS TYP. PROVIDE RAFTER TO "CRIPPLE" MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD EDITION)) FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION)) STTRAPCONNECDEON H2A OR TAIL @ LEFT OR WALL SHEATHING -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION -TABLE 3.2, 3.2A, 3.213 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD -SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION (SEE TABLE 3.10) -TABLE 3,2, 3.4A, 3.413 NAILING SCHEDULE 'B' TYP. PROVIDE RAFTER TO KING -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS ATTACHMENT WHEN ALIGNED OR STRUCTURAL FIBERBOARD PANELS -TABLE 3.4A, 3.413 RAFTERS AND KINGS TO PLATES 11 GA. GALV. -SECTION 3.2.4.1 HOLDDOWNS Notation ROOFING NAIL -TABLE 3.17D Rough A B C D 112 0.120"x1-1 2"LONG - 3" EDGE 6" FIELD -SECTION 3.2.6.4.1 HEADER AND/OR GIRDER TO STUD Opening / / TYP. STRAPPING NAILING AS PER ( x 7 16" HEAD) -TABLE 3.7 (HERDER / GIRDER); TABLE 3.8 (WINDOW SILL PLATE) 2'-0" (1) 2x4 1 1 1 TABLE 3.413 SHT. N-1 AT EA. END OF / -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY C STRAP \� ;4i�".61 Nry` ,.,�$� 11 GA. CALM. -TABLE 3.4, 3.4A, 3.413 4'-0" (1) 2x4 2 2 2 - ROOFING NAIL -SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENTS / RIDGE STRAPS 6'-0" (2) 2x4 OR (1) 2x6 3 3 3 FOR NUMBER OF JACK STUDS REFER 2532" (0.120"x1-3/4"LONG - 3" EDGE / 6" FIELD -TABLE 3.6, 3,6A 8' TO FLOOR PLANS =0" (2) 2x4 OR (1) 2x6 3 4 4 x 3/8" HEAD) A 10' 0" (2) 2x6 4 5 5 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10 FIELD HARDBOARD 8d 8d 6" EDGE / 12" FIELD 12'-0" (2) 2x6 5 6 6 TYP, STRAPPING NAILING AS PER (SEE TABLE 3.11) TABLE 3,413 SHT. N-1 AT EA, END OF Notations STRAP PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) A. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT D DIAGONAL BOARD SHEATHING APPLY TO DOORS) NOTE: 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT ROOF SHEATHING-4' PERIMETER': B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF ALL STRAPPING TO BE 1-1 /4" x 20 HEADER GAUGE STEEL OR 'SIMPSON' 1"x10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6" O.C. AT g Mok EQUIVALENT CS20 (COILED STRAP) PANEL EDGES & 6" O.C. AT q 0� R C. NUMBER OF 16D NAILS END-NAILED THROUGH FLOOR SHEATHING INTERMEDIATE SUPPORTS INFIHLR�MFT oOT �e o ADJACENT KING STUD TO END OF HEADER AT EACH PANEL FIELD FR �o �F SIDE WOOD STRUCTURAL PANELS ROOF SHEATHING-INTERIOR ZONE: (ryAJ c,�yRyglvc 1" OR LESS 8d 10d 6" EDGE / 12" FIELD 8d COMMON NAILS @ 6" O.C. AT D. NUMBER OF 16D NAILS END-NAILED THROUGH PANEL EDGES & 12" O.C. AT ADJACENT JACK STUDS TO END OF SILL(S) AT EACH REVISED PER COMMENTS 12/14/23 GREATER THAN 1" 10d 16d 6" EDGE / 12" FIELD INTERMEDIATE SUPPORTS IN THE SIDE (DOES NOT APPLY TO DOORS) PANEL FIELD ISSUED FOR PERMIT 11/3/23 DIAGONAL BOARD SHEATHING Rev. Revision Description Date 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT WALL SHEATHING-INTERIOR ZONE: NEW ROOF 1"x10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6" O.C. AT DESIGN LOADS/CONNECIONS REQUIREMENT Project Location: PANEL EDGES & 12" O.C. AT 1 (* ALL IN LBS. PER CONNECTOR, U.O.N.) FOOT NOTE: INTERMEDIATE SUPPORTS IN 25335 Main Road PANEL FIELD / (DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL = 15 PSF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE WALL SHEATHING-4' EDGE ZONE: ROOF ASSEMBLY TO WALL WALL ASSEMBLY TO WALL WALL ASSEMBLY TO FLOOR WALL ASSEMBLY TO Orient, NY 11957 NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOP EXAMPLE, IF WALL SHEATHING IS (JAILED 8d COMMON NAILS @ 6" O.C. AT ASSEMBLY ASSEMBLY ASSEMBLY SILLPLATE/FOUNDATION 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL PANEL EDGES & 12" O.C. AT NEW WALL (TABLE 3.4) (TABLE 3.4) (TABLE 3.4) (TABLE 3.2) MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. SCTM# . 1000-18-3-13 2, WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO INTERMEDIATE SUPPORTS IN THE IAHLL BE REDUCED TO 1-16d NAIL PER FOOT. PANEL FIELD, PEP. W 3.10 u L s u L s u L s u L s Drawing Title: WIND LOAD DESIGN CRITERIA AND CONSTRUCTION NOTES: ROOF SHEATHING-GABLE ENDWALL g A 2 STORY RAKE: R RESIDENCE 126 65R 126 65R126 65R 8d COMMON NAILS @ 4" O.C. AT /METER 192 SEE NAILING 119 SEE NAILING 46 SEE NAILING - * 240R NOTES 2. ALL WIND LOAD 1. ALL WORK L DE13SIGIN CRITERIA r1ANDECALCULATIONS 20ARE TPER ORMEDL IREAICDCORDANCEENTIAL CODE WITH EAMEORICANOFOREST A D FIGURE PAPER ASSOCIATION NA ERMEDIATE EDGES SNEL PPOR S W THE T yp/ Cq� CALLOUTS CALLOUTS CALLOUTS (AF&PA) WOOF FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) AND THE MINIMUM DESIGN LOADS FOR PANEL FIELD (SHEET A8.2) (SHEET A8.2) (SHEET A8.2) BUILDINGS AND OTHER STRUCTURES (ASCE 7). U = CONNECTOR UPLIFT LOAD (@16" O.C.) 3. IN REFERENCE TO THE ASCE STANDARDS (& WFCM): L = CONNECTOR LATERAL LOAD (@ 16" O.C.) • PER SECTION 6.5.4. WIND SPEED = 110 MPH S = CONNECTOR SHEAR LOAD (@16" O.C.) • PER SECTION 6.5.5. IMPORTANCE FACTOR I (PER BUILDING CATEGORY II) = 1.00. NOTE: R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND W/L FOR WIND PARALLEL TO • PER SECTION 6.5.6. EXPOSURE CATEGORY IS 'B'. 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.13A. THE RIDGE, WHERE W IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-0" ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM ENGINEERING DESIGN 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE IN CONFORMANCE WITH 'NFCM TABLES 3.12A * = REFER TO ALL DETAILS THIS SHEET LIMITATIONS, SECTION 3.1.3.1 FOR MEAN ROOF HEIGHT ALLOWANCE. 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE IN COMPLIANCE WITH WFCM TABLE 3.10 AND TABLE ** = PER FOOTNOTE #4, TABLE 3.4, ALLOWABLE REDUCTION TAKEN FOR FULL WALL 5. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, 3.3A, 3.4 AND 3.7 OF THE 2015 EDITION OF WOOD FRAME CONSTRUCTION 3.11 RESPECTIVELY. ABOVE MANUEL (WFCM). *** = PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE JMN TA JMN 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM, PRESCRIPTIVE DESIGN, CHAPTER 3. MINIMAL DUE TO OPEN WALL STRUCTURE. Designed by Drawn by Checked by • ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3,1.3.2 & 3.3 xx . = UNIT CONNECTION LOAD FOR FRAMING [JOT WITHIN '- F CORNERS. • ALL WALL SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.3 3.4 SHEATHING DIAGRAM • ALL ROOF SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.4 AND 3.5 • ALL CONNECTIONS SHALL CONFORM TO WFCM SECTION3.2 SCALE: N.T.S. November 20, 2020 A20X022 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND FASTENERS/STRAPPING CONNECTIONS ARE FOR USE WITH DOUGLAS FIR LUMBER. Date P sect umb 8. THE CONNECTION DETAILS PROVIDED ON THE ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS LOAD PATH CONNECTION AS PER THE LOAD VALVES AND NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE CONNECTORS. 105. 0 50F5 Sheet Number r er