Loading...
HomeMy WebLinkAbout50464-Z TOWN OF SOUTHOLD �gUFFQt,�coG�, moo BUILDING DEPARTMENT C4 TOWN CLERK'S OFFICE o • SOUTHOLD, NY �utP 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#: 50464 Date: 3/20/2024 Permission is hereby granted to: Victoria, Theodosius 17250 Main St PO BOX 218 New Suffolk, NY 11956 To: Construct additions and alterations to existing single family dwelling as applied for, with flood permit. At premises located at: 17250 Main St, New Suffolk SCTM #473889 wo Sec/Block/Lot# 117.-9-30 Pursuant to application dated 2/9/2024 and approved by the Building Inspector. To expire on 9/19/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $449.00 CO-ADDITION TO DWELLING $100.00 Flood Permit $150.00 Total: $699.00 Building Inspector ho�aOF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS_: Lye,"( DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ►o FOUNDATION (1ST) ------------------------------------ SZ C FOUNDATION (2ND) z _ o J ROUGH FRAMING& PLUMBING y 03 r INSULATION PER N.Y. STATE ENERGY CODE � FINAL ADDITIONAL C MMENTS olm I WV VIOAL" —. 0 A% Q �iVr zZ 4 r b 0 � z x r� Sx d b TOWN OF SOUTHOLD—BUILDING DEPARTMENT ?a yzx Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 10. • Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 50 BuildingInspector:p ector: F E B 9 2024 Applications and forms must be filled out in their entirety:Incomplete ,wari[i Y ..,a..�.<< applications:will not be accepted :Where theApphcant is not the owner,an f? .;�s�,'� p ; t,t.,� i V Owner's Authorization form(Page 2)shall be completed; Date: OWNER(S)f- PROPERTY Name: T� oSt�S ._VU:;r . . . . SUM#1000 D O. OQO Project Address: 17250 Main St, New Suffolk, NY 11956 Phone#: (646) 438-1555 Email: Mailing Address: 17250 Main St., New Suffolk, NY 11956 coNTACT PERSON Name: Ted Victoria Mailing :e Addrss _ .. _ ._:.. .. 20 Phone#: (� _ Email. `�1v �...1 _. .. DESIGN PR..OFESSIONAL;INF.ORMATI0 Name: J. Leonard Architecture,`PC Mailing Address: 100 N. Country Rd, Suite 2, Setauket, NY 11733 Phone#: 631-338-6225 Email:jell@jl-architect.com CONTRACTOR.I NFORMATION _. Name: Southpaw Construction Corp. Mailing Address: 6352 Route 25A, Wading River, NY 11792 Phone#: 631-886-2488 FEmaii:Tj@southpawconstructionIi.com DESCRIPTION OF'PROP,OSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $ 184,000.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION x Existing use of property: single family residence Intended use of property: no change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this-property? ❑Yes ©No: IF YES, PROVIDE A COPY. 8 CheCk BOX After Reading .The owner/contractor/destgn'professtonal is responsible for all drainage and storm avatar issues as provided by 001 e Ordinance .the Tovirn of Southold,`Suffolk,County,New Yorkand other applicable Laws Ordinances or Regulations;for the construction of buildings, additions alterations or for removal or demolition as hereinidestribed,The applicant agrees to'comply with all applicable lams,ordinances bwlding code; Housing code and regulations and to admit authorized inspectors on premises a'nd m buildmg(s)for necessary inspections False statements made herein are punishable as a Class Ainisdemeanor pursuant to Section 210 45,of the New York State,eenal Law. Application Submitted By(pr' name): ( o� BAuthorized Agent ❑Owner Signature:of.-Applicant: Date: 2114`74 STATE OF NEW YORK) SS: COUNTY-OF ) � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A6F*+ (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this, � I (� f��iff' O day of 20 &1ary Public BARBARA JEAN uc Alil NOTARY PUBLIC.Stato Of NOW York NO.O'LIBfOr,3o0 Co awlih00 in Sufr0jk COuritY.mmieson Expire"October 20.2024 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) y residing at 1?2,c70 do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date i/`f C_-roCz. t 10 Print Owner's Name 2 o��g�ffOlK�OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT T- • -al Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 010-lephone (631) 765-1802 hMs://www.southoldtownLly.gov °! APR 29 2024Floodplain Development Permit Application PROnffiff�6 01MWON: Flood Zone: FIRM Panel• - SCTM#1000- Address: City: Nt—:W Gu Lk, Zip: I t of t56 CONTACT PERSON: Name: I_1+E0 Do G( \/ , Phone#: 646--� 46- ii 56 J Mailing Address: �D� ® -2- N Y--7 W 9Q 6(—k ('-j 6 PROJECT DESCRIPTION: SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY), Type of Structure Type of Structural Activity Residential (1 to 4 families) ❑ New structure ❑ Residential (more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑ Non-residential ❑ Relocation of existing structure ❑ Elevated ;o dition to existing structure El Flood proofed(attach certification) Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTION BOTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate.I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued. Development shall not be used or occupied until a Cert.of Compliance is issued.,The permit will expire if no work is commenced within one year of issuance.Other permits may be, required to fulfill regulatory requirements.Applicant gives consent to local authority or representative'to make reasonable inspections- to verify compliance. Application Submitted By(print name): 17DC I US V IG��R (A Signature of Applicant: (C FA Date: FIRE HYDRANT <•ll STAKE/IRON ♦ MONUMENT ■ EDGE OF PAVEMENT-EOP CHAIN LINK FENCE - CLF BELGIAN BLOCK CURB -BBC METAL FENCE - MF UTILITY POLE U.P. OVERHEAD WIRES -ter— MANHOLE FILED MAP LOT# - Ili FENCE x WOOD FENCE - WF VINYL FENCE - VF TREE WATER VALVE - 0 GAS VALVE - G GRATE i MAIN STREET N E.O.0 , 76.26' S 83°45'3 0"E 75.00'(DEED) _ -- t ---=-0.8N PLAN I ER STEPS PLANTER j 6.9 / 20.7 N N N 20.3 5. z / a I 3 ° I STORY M > FRAME A 1 STORY N DWELLING M a ? FRAME N ��*, #17250 Q O WOOD DWELLING Q U STEPS #17250 c Q M r--+ 20.3 N 6.6 DECK (25.8'X12.0') I 111.6 ,� (PERGOLA OVER)CE 6.6 gqv $7 W � � w O °= Ca � _ O N M 3 �.} N O +I "c W C7 — C O O � O p O o `Q W C%] N 03, 6'WF 0,6 N 0. 'S 4'CL U z w N83051'00"W 25.31' w 3 25.00'(DEED) O _ Ca w `� a u 1000-11700-OWO-026OW A NT POLASHOCK � v; o � N83051'00"W 50.71' THIS SURVEY IS CERTIFIED TO: `Q N 3 50.00'(DEED) ICTORIA THEODOSNS Z 0 2� 0.4 N BRICK} MAP REFERENCE:SURVEY OF LOT 30 BY YOUNG&YOUNG FRAME / II �/ DATED SEPTEMBER 15,1977.JOB NO:72-780 SHED WOOD PLANTER NOTE:SURVEY SUBJECT TO EASEMENTS,RESTRICTIONS AND AGREEMENTS OF PUBLIC RECORDS AND AS CONTAINED IN A TITLE 1000-11700-0900-031000 SEARCH INCLUDING BUT NOT LM41TED TO PERMITTED USES,BUILDING N.F.MAUL SETBACKS,AND MAXIMUM LOT COVERAGE.'NOT PROVIDED CAUTION: 4)UNDERGROUND IMPROVEMENTS AND/OR ENCROACHMENTS,IF ANY,ARE NOT SHOWN HEREON NOR ARE ANY 1)UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, EASEMENTS NOT RECORDED AND/OR SPECIFIED IN THE TITLE SEARCH SUPPLIED. SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. S)ALL STRUCTURES,EASEMENTS OR UNDERGROUND UTILITIES NOT SHOWN ARE NOT GUARANTEED 2)ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS INKED SEAL OR HIS EMBOSSED SEAL 6)THIS SURVEY DOES NOT DETERMINE THE EXISTENCEINON-EXISTENCE OR LOCATION OF WETLANDS OR OTHER SHALL BE CONSIDERED TO BE VALID TRUE COPIES. ENVIRONMENTAL CONDITIONS. 3)CERTIFICATION INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH EXISTING CODE OF PRACTICE 7)NOT RESPONSIBLE FOR MARKERS HEALTH/LOCATION AMR THEY HAVE BEEN LOCATED AT THE TIME OF THE INITIAL FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTIFICATION FIELD WORK NOT RESPONSIBLE FOR CORNER MARKERS NOT SET BY THIS FIRM. SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY S)THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE PURPOSE AND USE THEREFORE,THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ERECTION OF FENCES,ADDITIONAL STURCI•URES OR ANY OTHER IMPROVEMENT. PROPERTY SITUATED IN THE PLAN OF SURVEY OF TAX MAP �E O r N TOWN 1- OF SOUTHOLD, 1000-11700-0900-030000 � A. I)i • rJ SUFFOLK COUNTY,NEW YORK * m�`P�'�=f vc� SCALE: DRUCKER LAND SURVEYING,PLLC S111`E'w r ; III= 15' LICENSED LAND SURVEYORS 11-1-2023 (� 169 COMMACK RD.SUITE 235r �Q DRAWN COMMACK,N.Y.11725 2 CHECKED 9`54 (J7 BY- Phone:631-379-4217 BY PD. BRIANDRUCKERLS@GMAIL.COM OR ���.I� 5v II—Z-2�3 RE"' NUMI PROJECT BRIAN A. DRUCKER 23-110 LICENSED LAND SURVEYOR N.Y.L.S. LIC.NO. 50907 NOTES: 1. PROPERTY INFORMATION TAKEN FROM SURVEY BY DRUCKER LAND SURVEYING, DATED 11/2/2023 2.SETBACKS SHOWN INDICATE THE REQUIREMENTS OF DISTRICT'HD' MAIN STREET 0 S 830 45' 30" E 76.26' 0 20.7' 20.3' Q N cM 5.3' o > i O m b ��u Z 2 �3 N co LO LO 0 A c\lLL cd y LL —� rr— 20.3' 6.6' 15.0' ^ `� SIDE DEMO W YARD 20.6' 25.0j EXIST. W o N FRONT DECK C 23.6' /2o.s' 1651 YARD I � NEW WD. I DECK I ONE- STORY o IA DON U_ N L_ _J co C° w Z o 0 cM Q O W O LO zl l�1 U U i .N 83°51'00"W - -e{� w,... 25.31' d bo r*'� :. MAR 1 4 2024to z N 830 51' 00" W 50.71' SCALE: T=30' VICTORIA RESIDENCE DATE \50.tA AC T 17250 MAIN ST 3113/24 NEW SUFFOLK, NY 11952 O PLOT PLAN u;r J. LEONARD ARCHITECTURE, P.C. 100 N.Country Rd.,Suite 2,Setauket,NY 11733 • 631.338.6225 031675 ���CF NEN�C� l FRAMING; DETAILS - 130 MPH, EXPOSURE B MINIMUM UNIFORMLY DISTRIBUTED`LIVE LOADS 3 z 2 3 OCCUPANCY OR WIND COMPLIANCE METHOD-WFCM 2018 .� (IN POUNDS PER SQUARE FOOT) � T- -T 1 I i AP BUILDING ASPECT RATIO: 1.48 PROVED AS NOTED h USE IS UNLAWFUL USE LIVE LOAD 5 ( I 1 I s 5 I zl I I I I Iz t, DAT •.3. `o.2 WITHOUT CERTIFICATE MIN. NAILING SCHEDULE-130 MPH WIND ZONE EXTERIOR BALCONIES 40 e 4 o I 1 I ( FEEt'v��l'-- By.. OF OCCUPANCY ROOF SHEEATHING NAILING SCHEDULE o 4 I I 9 S 10° COMMON NAILS BOX NAILS NAIL SPACING DECKS 40 1 5 5 I - I NOTIFY BUILDING DEPARTMENTAT a s 2 3 631-765.1802 8AM TO 4PM FOR THE ROOF FRAMING FIRE ESCAPES 40 ZOMIE I ZONE 2 ZONE 3 ZONE 4 FOLLOWING INSPECTIONS: FIELD 6" 1O.G. 6" O.G. 3" O.C. 4" O.C. %K X \\X GABLE ROOFS I. FOUNDATION-TWO RE©UIREID Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end PASSENGER VEHICLE GARAGES 50 6 S 10° FOR POURED CONCRETE EDGE 4" O.G. 6" O.G. 3" O.G. 3" O.G. WALLS 2. ROUGH-FRAMING&PLUMBING COMPLY WITH ALL CODES OF Rim Board to Rafter(End-nailed) 2-16d 3-16d each end ATTICS WITHOUT STORAGE 10 �� 3. INSULATION � NEW PORK STATE& 1-OWN CODES � WALL FRAMING � : ATTICS WITH LIMITED STORAGE 20 ALL I/2 EXT. PLYIWDOD SHEATHING TO BE SECURED " a a Q a Q o 4. FINAL-CONSTRUCTION MUST AS REQUIRED AND CONDITIONS OF W/ 8d COMMON NJ�ILS - 2-I/2 x 10-I/4 GA. - PATTERN AS -,�- �,� -� - • Top Plates at Intersections(Face-naiiled) 4-16d 5-16d at joints ROOMS OTHER THAN SLEEPING ROOMS 40 INDICATED ABOVE. 4 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE OUTHOLD TOWN ZBA ;a 3 z 3 3 z 3 a 3 2 3 SOUTHOLD TONJN P N 2-16d 2-16d 24"o.c. I I 1 1 Z 1 Z REQUIREMENTS OF THE CODES OF NEW LA NING BM Stud to Stud(Face-nailed) , SLEEPING ROOMS 30 FOR ADDITIONAL SiTIZIJGTURAL NAILING REGtUIREMENTS (` U � ' Header to Header Face-nailed 16d 16d 16"o.c. along edges REFER TO NAILIN6 SCHEDULE FROM TABLE 5.1 OF THE I I I I s I \ / I a YRK STATE. NOT RESPONSIBLE FOR SOMOLD TOWN TRUSTEES 3 ( ) STAIRS 40 AMERICAN WOOD FOREST 4 PAPER A550GIATION WOOD ZI 1 1221 1 12 h 21 1 )2 2( 1 12 DESIGN OR CONSTRUCTON ERRORS N.Y,S.DEC I FLOOR FRAMING GUARDS AND HANDRAILS 200 FRAME GON5TRUGT'ION MAUAL I I I I I /� l I h SOUTHOLD HPC Joist to Sill,Top Plate or Girder(Toe.-nailed) 4-8d 4-10d each end / GUARDS IN-FILL COMPONENTS 50 I I I _ I 10° < 0 S 45° G 1 10° < 9 S 50° ' ,. ti ��t0 SCHD Blocking to Joist(Toe-nailed) 2-8d 2-10d each end TABLE 301.5 a 2 a 3 2 0"PI.Y W �• Blocking to Sill or Top Plate(Toe-naiiled) 3-16d 4-16d each block gyp;ry F� �t. ' GABLES r;,. , '#,., .z.a,tr, ;' F� RETAIN STORM WATER RUNOFF Ledger Strip to Beam or Girder(Fac(e-nailed) 3-16d 4-16d each joist 10° < 6 S 45° a � PURSUANT.TO CHAPTER 236 I HIP ROOFS, t, OF THE TOWN CODE. Joist on Ledger to Beam(Toe-nailedl) 3-8d 3-10d each end 100 < 0 S 500 Band Joist to Joist(End-nailed) 3-16d 4-16d each end TABLE R301,2 (1) ! r Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per foot LIST OF DEAD LOADS CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA Ia,dC>1>t�'A.=CIO"10111eQ1RRE4 I, 1. EXTERIOR WALL ASSEMBLY=2x4 FRAMING+ 1/2"PLYWOOD+ 1/2"GYPSUM BOARD WINID DESIGN SUBJECT TO DAMAGE FROM ROOF SHEATHING-Wood Structulral Panels GROUND SEISMIC WINTER ICE BARRIER FLOOD WIND AIR 13 PSF SNOW SPEED TOPO. SPECIAL _ WIND-BORNE DESIGN FROSTLINE DESIGN UNDER- HAZARD EXPOSURE FREEZING MEAN ANNUAL Rafters or Trusses spaced up to 16" o.c. 8d 10d _ 6"edge/6 field 2. INTERIOR PARTITION ASSEMBLY-2x WEATHERING TERMITES ' +RIGID INSULATION+VINYL SIDING- 4 FRAMING+ 1/2"GYPSUM BOARD EA. SIDE=8 PSF LOAD (MPH) EFFECTS WIND REGION . DEBRIS ZONE CATEGORY DEPTH TEMP. LAYMENT INDEX TEMP Rafters or Trusses spaced over 16"so.c. 8d 10d 4"edge/4"field INTERIOR FINISH FIRE & SMOKE RATINGS B TO HEAVY (NY-LAGUARDIA) (REQUIRED) SUF OR LESS Gable endwall rake or rake truss w/o)gable overhang 8d 10d 6"edge/6"field 20 PSF 130 MPH NO NO NO SUFFOLK SEVERE 3'-0" MODERATE 15 YES NONE B 52.1 DEG. (SUFFOLK CO.) Gable endwall rake or rake truss w/;structural outlookers 8d 10d 6"edge/6"field * ALL ROOMS TO HAVE PAINTED GYPSUM BOARD WALLS&CEILINGS: € SMOKE DEVELOPED INDEX=0 MANUAL'Y DESIGN CRITERIA i Gable endwall rake or rake truss w/Ilookout blocks 8d 10d 4"edge/4"field FLAME SPREAD=20 t j "BATHROOMS AND KITCHEN TO HAVE CERAMIC TILE WALLS;NO ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING CEILING SHEATHING CHANGE TO SMOKE INDEX&FLAME SPREAD LISTED ABOVE HEATING COOLING CORRECTION FACTOR DESIGN TEMPERATURE TEMPERATURE COOLING TEMPERATURE DIFFERENCE Gypsum Wallboard 5d coolers - 7"edge/10"field 6T 400 N 100 830 1.0(NONE) 700 750 600 SMOKE DETECTOR/ALARM CO DETECTION/ALARMS WALL SHEATHING COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER x * EACH SLEEPING ROOM " ON LOWEST STORY CONTAINING A SLEEPING TEMPERATURE DIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITY ; Wood Structural Panels studs spacsed up to 24"o.c. 8d 10d 6"edge/12"field * OUTSIDE EACH SLEEPING AREA AREA,NO MORE THAN 15'FROM ANY . . IN IMMEDIATE VICINITY SLEEPING AREA 80 15 MPH 7-1/2 MPH 710 M 50% 50% 1/2"and 25/32"Fiberboard Panels 8d - 3"edge/6"field * ON EACH ADDITIONAL STORY (BUILDING CONSTRUCTED PRIOR TO „ INCLUDING BASEMENTS/CELLARS JAN. 1,2008) 1/2"Gypsum Wallboard 5d coolers - 7 edge/10 field . ENERGY CONSERVATION CODE COMPLIANCE SEE IBC 314 SEE IFC 915 ` FLOOR SHEATHING I Wood Structural Panels-1"or less 8d 10d 6"edge/12"field EGRESS WINDOW OPENINGS 1. CONTROLLING CODE-ENERGY CONSERVATION CODE OF NY STATE,CHAPTER R5-"EXISTING BUILDINGS" f Wood Structural Panels-greater than V 10d 16d 6"edge!6"field *5.7 SQ.FT.MIN. 2. WORK CLASSIFICATION: "ADDITIO)N"PER SECTION R503-NEW WORK TO COMPLY WITH REQUIREMENTS FOR NEW CONSTRUCTION PER R503.1 *5 IN. LET.C�GRADE FLOOR 4. COMP3. NEW LIANCE NCE SHALL FOLRK GOVERNED BLOW HE PRESCRIIPTIVE METHOD SECTIONS R401-R404)PER SECTION R401.2 NOTE: SIZES GIVEN FOR NAILIS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT *MIN"CLEAR HEIGHT 24" DIAMETER AND EQUAL OR GRIEATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED *MIN.CLEAR THAN 4 20" *NOT MORE THAN 44"A.F.F. 3 UNLESS OTHERWISE PROHIBITED. SEE SECT.R310 6AMPLIFIED WALL SHEATHING P'RE55URE 4 NAILING ZONES Y GENERAL NOTES ENERG d NOTES- CLIMATE ZONE 4A k r 4 1. ALL CONSTRUCTION IS TO COMPLY WITH THE 2020 NYS RESIDENTIAL CODE(WFCM 2018) AS CONTROL' ING CODE: 2020 NYS ENERGY CODE (2018 IECC, CHAPTER 5'EXISTING BUILDINGS'W/ASHRAE 90.1-2016) ' 5 NOTED IN THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE(TITLE 19). I 2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.Y.S.ENERGY - NOTE: PROPERTY INFORMATION TAKEN I 5 I 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL,N.E.C.AND UNDERWRITERS'REQUIREMENTS. CONSERVATION CODE,LATEST EDITION AT THE TIME OF PERMIT APPROVAL(2018 INTERNATIONAL ENERGY CONSERVATION CODE). FROM SURVEY BY DRUC KER LAND SURVEYING, 1 Tx 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. 2. EXTERIOFR DOORS AND WINDOWS TO BE U=.32 MAX PER TABLE R402.1.2 . ` DATED 11/2/2023 6 NOTIFY THE ARCHITECT OF CONFLICTS OR DISCREPENCIES. 3. GLAZING ISHGC TO BE.40 MAX. PER TABLE R402.1.2 ` ii) A 6 I 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED ONES. 4. PER R503.1.1.1,EXISTING WALL,CEILING,&FLOOR CAVITIES WHERE EXPOSED WILL BE FILLED WITH INSULATION ACROSS HEIR EXISTING DEPTHS. f �� I LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER DRAWINGS. IT IS THE INTENT OF 5. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR. 5 5 THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS. GLASS D©ORS N CONFORMANCE WITH UL150-200 CIFM FLUE TO HAVE TIGHT D127 FACTOR BUILT)R DAMPER-MAX.AIR UL 907(MASONRY).GE 20 CFM. MAIN TO HAVE TIGHT-FITTING MAIN STREET 6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES IN THE DESIGN. THE ARCHITECT IS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. 6. IT SHALL[BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE,DESIGN,AND TYPE 1 R 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL WORK DURING CONSTRUCTION OF MECH ANICAL SYSTEMS THAT WILL BE USED INSUFFICIENT DETAIL AS IS REQUIRED BY S 83°45' 30" E 76.26' 6 AGAINST BREAKING,COLLAPSE,DISTORTION,AND MISALIGNMENT ACCORDING TO ALL CODES, THE BOIL ING DEPARTMENT. STANDARDS AND GOOD PRACTICE. 7. ALL THEIR MOSTATS SHALL BE PROGRAMMABLE AND ADJUSTABLE BETWEEN 55-85 DEG.F. 6.9' ' 8. RESIDEN IAL AIR-CONDITIONING SYSTEMS SHALL BE MIN. 14 SEER FOR PACKAGED SYSTEMS, 13 SEER FOR SPLIT. 20.7 20.3' 8. PROVIDE SMOKE AND CARBON MONOXIDE DETECTION AS PER N.Y.S.CODE SECTION R313. 3' WALL SHEATHING NAILING SCHEDULE 9. HE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL MANUFACTURER'S SYSTEMS . HEAT PUMPS TO BE MIN. 14 SEER. REQUIREMENTS. 9. GAS FUR ACES TO BE 80%AFUE MIN;OIL-FIRED FURNACES TO BE 83%AFUE MIN. �n Z N 10. SEE TABLE R402.2 FOR MINIMUM COMPRESSIVE STRENGTH OF CONCRETE. ALL CONCRETE ON 2,000 lb 10. HOT WA ER BOILERS FOR HEATING SHALL HAVE OUTDOOR SETBACK CONTROL. ? M ZONE 5 ZONE 6 PER SQUARE FOOT SOIL BEARING CAPACITY. VERIFY SOIL BEARING CAPACITY IN FIELD. 11. INSULAT ALL PIPES AND DUCTS PER CODE; DUCTWORK IN ATTIC TO BE MIN.R-8,HOT WATER PIPING TO HAVE MIN.R-3. uj ¢ �� �� 11. DOUBLE FRAME AROUND ALL OPENINGS,UNDER PARALLEL PARTITIONS AND UNDER BATH TUBS. 12. WATER RACES TEMPERATURE CONTROLS SHALL BE SET AT 140 DEG.F MAX. N A ' FIELD 4 O.G. 6 O.G. 13. ALL SHOVWERS SHALL BE EQUIPPED WITH-DEVICES TO LIMIT HOT WATER FLOW TO A MAXIMUM OF 2.2 G.P.M.AT 12. 'TECO'CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS. 20.3' 6.6' EDGE 3" O.G. 12" O.G. 13. ALL FRAMING LUMBER IS TO BE DOUG-FIR#2. fb=850 psi, 60 P.S.I.IPRESSURE. LAVATORY FAUCETS TO BE 1.5 GPM AND SINK FAUCETS TO BE 2.2 GPM AT 60 PSI. i E i,E=1 psi 14. THERMA&TRANSMITTANCES VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN E I� 14. ALL HEADERS AND GIRDERS TO BE DOUG-FIR#2. fb=850 psi,E=1.6m psi " ALL 1/2" EXT. PLYWOOD HALL SHEATHING TO BE SECURED 15. ALL EXTERIOR DECK FRAMING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA TABLE R4402.1.4 OF THE ENERGY CODE. '' 20 s' DEMO 15. ALL MATEERIALS CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER N - -J EXIST. j W/ 8d COMMOAJ NAIL5; PATTERN A5 INDICATED ABOVE. STANDARDS. UJ LOCATED)ON THE WINTER WARM SIDE OF THE INSULATION. / DECK 16. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF PLANS,WITH ONE 23.6' 2os' rs.5' 25.0' BUILDING PERMIT.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ADDITIONAL STRUCTURES 16. INSULATI'ION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR THE CONTINUITY OF INSULATION [.. BUILT USING THESE PLANS. AT PLATE LINES,BAND JOISTS AND CORNERS. (� 17. PREFABRICATED FIREPLACES AND FLUES SHALL BE U.L.APPROVED. NEW WD. MINIMUM ROOF. LIVE LOADS 18. ALL HEADERS NOT NOTED ARE TO BE(2)-2x10. DECK 19. BRIDGING TO BE EITHER SOLID 1x8 OR 18 GA.CROSS-BRIDGING,NOT TO EXCEED 8'-0"O.C. g f. ONE- (IN POUNDS=FORCE WER SQUARE FOOR OF HORIZONTAL PROJECTION W s ( ) 20. PROVIDE DAMPPROOFING AT ALL EXTERIOR FOUNDATION WALLS. SCOPE 0)F WORK IN ACCORDANCE WITH APPENDIX'J' NYS RESIDENTIAL CODE STORY NOTE: ROOF DESIGNED FOR LIVE LOAD INCLUDING GROUND SNOW LOAD OF 20#/SF 21. ALL FLITCH PLATES,L.V.L.'S AND GIRDERS ARE TO BEAR ON SOLID WOOD POSTS AND HAVE f o - ADDITION SOLID BLOCKING DOWN TO FOUNDATION WALLS. N 1. WORKNNVOLVES ONE STORY ADDITION TO FIRST FLOOR,AND IS THEREBY CLASSIFIED'ADDITION'PER SECTION AJ201. 1 I 22. ALL JOISTS AND RAFTERS ARE TO BE BRIDGED AT 8'-0"O.C. TABLE 301.7 23. INTERIOR BEARING WALLS ARE TO BE BLOCKED AT C-0"O.C. 2. STRUCCTURAL DESIGN AND LOAD SUPPORT COMPLIES WITH NYS RESIDENTIAL CODE REQUIREMENTS FOR NEW i 24. STEEL ASTM A-36 PAINTED,BOLTS AS NOTED(A307),WELDS E-370xx,REINFORCEMENT ASTM GR.60. WORK, PER AJ801.2. ALLOWABLE 25. RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION,INSPECTION,OR ADMINISTRATION Z STRUCTURAL MEMBER DEFLECTION t OF THIS PROJECT. 3. PER SECTION R314 INTERCONNECTED,HARD-WIRED SMOKE DETECTORS SHALL BE PROVIDED IN LOCATIONS � NOTED)ON COVER SHEET. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON FIRST FLOOR,SECOND FLOOR,AND � RAFTERS HAVING SLOPES GREATER THAN 3/12 U180 TABLE R402.2-MINIMUM COMPRESSIVE STRENGTH OF CONCRETE BASEMrIENT,AND SHALL BE INTERCONNECTED AND HARD-WIRED PER SECTION R315. I 0 WITH NO FINISHED CEILIING ATTACHED TO Co 4. NEW VMNDOWS SHOWN COMPLY WITH THE EGRESS REQUIREMENTS OF SECTION R310 WHERE APPLICABLE. RAFTERS a N 83°51'00"W MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f c) ., w i H/180 r TYPE OR LOCATIONS OF 5. ELECTIRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS FOR NEW WORK IN CHAPTERS 34-40. AN UNDERWRITERS' 25.31' o - I CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE CERTIIIFICATE SHALL BE OBTAINED FOR THE ENTIRE STRUCTURE AS PART OF THE WORK. Nzo FLOORS AND BRITTLE CEILINGS(PLASTER, STUCCO) U360 �* "' ' s, ° N i BASEMENT WALLS, FOUNDATIONS co FLEXIBLE CEILINGS(GYPSUM BOARD) U240 AND OTHER CONCRETE NOT 2,500 2,500 2,500°. Z N 830 51' ©0"W 50.71' EXPOSED TO THE WEATHER ALL OTHER STRUCTURAIL MEMBERS U240 EXTERIOR WALLS-WIN©LOADS a BASEMENT SLABS AND WITH PLASTER/STUCCO H/360 SLABS ON GRADE, EXCEPT 2,500 2,500 2,500° ' L PLAN EXTERIOR WALLS-WIN[)LOADS a WITH BRITTLE FINISHES L/240 GARAGE FLOOR SLABS (D9v 30' EXTERIOR WALLS-WIND LOADS a WITH FLEXIBLE FINISHES U120 BASEMENT WALLS, FOUNDATION WALLS, d d EXTERIOR WALLS AND OTHER 2,500 3,000 3,000 ^: i LINTELS SUPPORTING MASONRY VENEERS U600 VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER NOTE: L=SPAN LENGTH, H=SPAN HEIGHT - - a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, 2,500 3,000d'e 3,500d,e i COMPONENT AND CLADDING LOADS[TABLE 301.2(2)]FOR THE PURPOSE OF TED VICTORIA DATE DETERMINING DEFLECTIION LIMITS HEREIN AND GARAGE FLOOR SLABS ,�� RC RED A 8/I2/22 G�SY a Kati%� a. AT 28 DAYS P.S.I. 17250 MAIN ST., 2/15/23 b. SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. e M15t I'�(f�iK, �(`( I IG1�j2 fi c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE-d'. d" CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) PROPOSED ADDITION SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 031678 �- e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. J. LEONARD ARCHITECTURE, P.C. OFNEW`IO� { 100 N. Country Rd, Suite 2, Setauket, NY 11733 ° 631.338.6225 51�T I OF 5 1 I FILLER BLOCK PORCH/DECK CONNECTIONS CONNECTION DETAILS STRAPPING DETAILS - SILL lbd 5TA66ERED PLATE 12 OG 51MP50N STRONG-TIE VERTICAL SIMPSON STRONG-TIE G520 COIL STRAP 6520 COIL STRAP OVER EVERY STUD TWO Ibd THREE Ibd (8) 8d NAILS o OVER EVERY STUD o TO FILLER ° (. (1,030 POUNDS) (I p30 POUNDS) BLOCK ° 16d 12" OG TO Q 51MPSON STRONG-TIE (8) 8d NAILS ° (8) 8d NAILS SIMPSON STRONG-TIE SPACER STUD C520 GOIL STRAP �� OVER EVERY STUD -ABA46 (4X STAGGERED 6" POST) (1,030 POUNDS) �o DOUBLE SILL PLATE ° -ABA66 (6X(b" POST) FILL VOID WITH ° (5) 6d NAILS ,,,, RIM J015T R161D INSULATION RIM JOIST SIMPSON H2.5 PRIOR TO 5HEATHIN6 0 WALL STUD (2) 8d NAILS ° IOd TOE-NAILED (5) Sdxl-1/2" NAILS TO 50LE WRAP UNDER SILL PLAT= (2) 8d NAILS ° ° TOP PLATE (8) 8dxl-1/2" NAILS WRAP UNDER SILL PLATE ° ° SHOE FOUNDATION (8) 8d NAILS 20 POST BASE GONNEGTION fo 0 a N Ts. ON ALL STUD TO RIM JOIST WALL STUD TO SILL PLATE AT GARAGE WALL (DC ANTILEVERED WALL STUD TO RIM TO TOP PLATE ( __ N.T.S N.T.S N.T.S P. EXT. PARTITION INTERSECTION P. EXT. CORNER POST N.T.S DNFT.5 2"x LEDGER FASTENED HOLDDOWN CONNECTIONS SECOND FLOOR TO WALL 5TRUGTURE WALL FRAMING MIN. (2) JACK STUDS SIMPSON J015T HANGER FOR ATTACHMENT HOLD-DOWNPqN CO CONNECTOR, SEE DETAIL 12 FULL HEIGHT BLOGKING CONNECT W/ (8)- 1/4"x2-1/2" CONTINUOUS ALONG PLYWOOD SUBFLOOR SIMPSON HDU4-SD52.5 SDS SCREWS HOLDDOWN W/ 5/8" ANCHOR CONTINUOUS RIM OR BAND J015T LENGTH OF BRACED BOLT 4 51MP50N 'STV - - _j WALL PANEL FASTENERS PER MANF. REQUIREMENTS (4,565 LB. - = 1/2" THREADED ROD ` PERPENDICULAR FRAMING CAPACITY ,i INSTALLED RIM BOARD INSTRUCTIONS PER MANUFACTURER'S JOIST HANGER 8d AT 6" OG 8d AT I6" OG ° INSTRUCTIONS ALONG BRACED ALONG BRACED SILL PLATE WALL PANEL ANCHOR BOLD EMBEDMENT '��r SIMPSON DTT2Z WALL PANEL PER MANUFACTURER'S REQUIREMENTS HOLD-DOWN CONNECTOR, BRACED WALL PANEL CONNECT W/ (8)- I/4"x2-I/2" GMU FOUNDATION WALL 5D5 5CREws 21 PORCH RAFTER CONNECTION —_ N.Ts. FULL HEIGHT BLOGKIN6 FIRST FLOOR 3-16d AT 16 OG CONTINUOUS ALONG WALL FRAMING ALONG BRACED WALL PANEL LENGTH OF BRACED WALL PANEL HOLD-DOWN AT FIRST FLOOR CONTINUOUS RIM OR BAND JOIST & N.T.S SET.5 OOR TO FLOOR BEAM TO J015T STRAPPING (DfA STRAPPING DETAILS - ROOF 51MP50N H25 ND DEGK"T (4) 8d NAILS SIMPSON STRONG-TIE SIMPSON 5TRON6-TIE 'G520' GOIL STRAP (5) 8dxl-1/2" NAILS 'HGP2' (SIN(5LE HIP RAFTER) JHII RAFTER PORCH 61RDER ADDITION FRAMING FULL HEIGHT BLOCKING (3) Sd NAILS OVER EVERY RAFTER TO RAFTER" 'HGP4 (DOUBLE HIP RAFTER) (2) 8dxl-1/2 NAILS (4) 8d NAILS CONTINUOUS RIM MEMBER DIRECTLY ABOVE AT 16" OG ALONG OR END JOIST BRACED WALL PANEL BRACED WALL PANEL TO PLATES 5IMP50N STRONG-TIE Fp POST BASE TOE-NAIL 3-8d RIDGE REQUIRED UPLIFT FORGE AS H2A AT EACH RAFTER 8d AT 6" OG NAILS AT EACH BOARD PER TABLE 3.4 WFGM (575 POUNDS) PLATE ALONG BRACED Sd AT 6" Or, BLOCKING MEMBER = ItIa LB5 WALL PANEL ALONG BRACED RAFTER RAFTER (5) 8dxl-1/2" NAILS WALL PANEL 3-Ibd AT EACH TO RAFTER CONCRETE PIER BRACED WALL PANEL BLOGKING MEMBER IF FOOTING OCCURS INSTALL (2)#4 DOWELS RAFTER TO RAFTER GONNEGTION &N.OT OF RAFTER TO PLATE TO WALL STUD S�N. IP RAFTER TO PLATEN.T.S .S T.S DEGK 5TRAPP I NC5 CONTINUOUS RIM ADDITION FRAMING FULL HEIGHT BLOCKING OR END J015T MEMBER DIRECTLY ABOVE AT 161 OG ALONG 51MP50N H2.5 A (5) 8d NAILS 2 N.TS. BRACED WALL PANEL BRACED WALL PANEL 51MP5ON 5TRON6-TIE (600 POUNDS) MODEL 'H30I.81' TIO GONNEGN - PARALLEL 51MP50N L70 0..BLrCE.DNALL HIP 0 0 IP jo RAFTER RAFTS P5PN516Z ° ° HIP RAFTER ° MSTG52 RAFTER 0 °° 51MP50N STRONG-TIE INSTALL "SIMPSON STRONG TIE" RIDGE a °° '0520' COIL STRAP L5TA TIES ® EA. END o OVER EVERY STUD OF HEADER TO JACK STUDS (5) 8d NAILS 01 POS HEADER AS NOTED W 8d NAILS DOOR OR TYP: CONNECTIONS REQUIRED HIP RAFTER TO RIDGE ROOF RAFTER TO PLATE/ PLATE TO STUD 16 NOTED COMMON RAFTER TO HIP/VALLEY RAFTER WINDOW D AT CRIPPLES 4 KING STUDS 14 I5 SUPPLY LINES N.T.S N.T.S N.T.S JACK STUDS STRAPPING DETAILS - STUDS - TYP. PROVIDE TIES NOTED ABOVE FOR JACK 4 KING STUDS AT RP528 SOLE PLATE (8) Sd NAILS (4) 8d NAILS 23 TYP. DETAIL AT EXTERIOR HEADERS SIMPSON STRON_TIE HEADS N.Ts. NSI J 'G520' COIL STRAP LENCGTH ' WATER OR I< CUT -a ° AVER EVERY STUD END SIMPSON STRONG-TIE NSI VENT PIPE LENGTH (Ip30 POUNDS) GTM ° OVER OIL STRAP GK HVAG CHASE I14 �0 pp 0 4 KIND STUD EXTERIOR OF: HVAG CHASE (2) W ,; LOAD BEADING WALL_ ADJACENT H552-5D51.5 STUD BAYS CLEAR N51 51MP50N STRONG-TIE SPAN N5I PSPN516Z 0520 COIL STRAP PROVIDE 5TRAP FOR EACH LOAD BEADIN6 WALL OVER EVERY STUD JACK STUD WHEN MULTIPLE � P5PN58Z (1,030 POUNDS) JACK STUDS ARE REQUIRED u 0 (8) 8d NAILS DATE END RP52E5 Z a Q LEr TED VICTORIA 8/12/22 En AR��i N -1250 MAIN 5T..RIM ols c�`5Y a LEo 2/15/2 °O MATTITUGK. NY IIg52 g/15/2ILI PROP05ED ADDITION Y "' PLUMBING, ELEGTRIAL 4 H1/AG PROTEGTION GUARDS I-� I8 =l ,; GABLE STUD WALL TO WALL STUD FIRST FLOOR TO SECOND FLOOR WALL STUD JACK STUD AT HE OPENING N.T.S. N.T.S N.T.S I a N.T.S �- J . LEONARD ARCHITECTURE, P.C. � 03 67� � oFN�.��° 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 OF 5 I TABLE 3.26-BOTTOM PLATE TO FOUNDATION CONNECTIONS(ANCHOR BOLTS) RESISTING LATERAL AND TABLE 3.4A-RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION TABLE 3.2A-SILL PLATE TO FOUNDATION CONNECTIONS RESISTING SHEAR LOADS FROM WIND-EXPOSURE B SHEAR LOADS FROM WIND-EXPOSURES B&C REQUIREMENTS-EXPOSURE B TABLE 3.5A-TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOADS- EXPOSURE B Wind Speed 3-second gust(mph) 90 95 100 105 110 1 115 1 120 130 140 1 150 1 160 170 180 190 For Exposures B&C and all Wind Speeds Wind Speed 3-second gust(mph) 90 95 1 10"01 105 1 110 1 115 1 120 130 140 1 150 1 160 1 170 1 180 1 195 Wind Speed 3-second gust(mph) 90 95 1 100 105 1 110 1 115 1 120_10 30 140 1 150 1 160 1 170 1 180 1 195 Anchor Foundation Building Dim. Rafter/Ceiling Joist Wall Number of 8d Common Nails or 10d Box Nails(Toenailed) Stud Number of 8d Common Nails or 10d Box Nails(Toenailed) Bolt Size Supporting Perpendicular to Number of Bolts Required in Sill Plate Maximum Anchor Bolt Wall Height ft. Anchor Bolt Diameter(in.) Spacing (in.) Height(ft.) Required in Each Rafter and/or CeilingJoist to To Plate Connection Spacing in. g ( ) Sill Plate(ft) ( ) Spacing (in.) P P g ( ) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection 12 2 2 2 2 2 2 2 3 3 3 4 4 4 5 8 2 2 2 2 2 2 2 2 3 3 3 3 3 3 8 2 2 2 2 2 2 2 2 2 2 2 2 2 210 2 2 2 2 2 2 2 2 2 2 2 2 2 2 16 2 2 2 2 2 3 3 3 4 4 5 5 6 7 1/2" 31 12 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 20 2 2 3 3 3 3 3 4 5 5 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 7 8 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 24 3 3 3 3 3 4 4 5 5 6 7 8 8 10 5/8" 48 28 3 3 3 4 4 4 5 5 6 7 8 9 10 11 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 16 2 2 2 2 2 2 2 2 2 2 2 2 2 Roof& 32 3 4 4 4 4 5 5 6 7 8 9 10 11 13 16 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 1 Floor -9---7- 8 9 0 11 12 14 1 Prescriptive limits are based on assumptions in Table 3.2. 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 2 2 2 2 2 2 2 2 2 2 3 3 3 40 4 4 5 5 5 6 6 7 9 10 11 12 14 16 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 50 5 5 6 6 7 7 8 9 11 12 14 15 17 20 2 When anchor bolts are used to resist uplift, lateral, and shear loads, the maximum anchor bolt spacing shall not exceed 8 3 3 3 3 3 3 4 4 5 5 5 5 5 5 2 2 2 2 2 2 2 2 2 2 2 2 3 60 6 7 7 8 9 9 11 13 14 16 18 20 24 24 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 70 7 7 8 8 9 10 11 13 15 17 19 21 24 28 the lesser of the tabulated values for uplift loads(Table 3.2c)or lateral and shear loads(Table 3.2b). For other anchor 10 3 3 3 3 3 3 4 4 5 5 5 5 5 6 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 80 8 8 9 10 10 11 12 14 17 19 21 24 27 32 bolt limitations see Section 3.2.1.7 and 3.2.2.3. 16 2 2 2 2 2 2 2 2 2 2 1 3 3 3 4 20 3 3 4 4 4 5 5 6 7 7 8 9 10 12 1 Prescriptive 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 24 4 4 4 5 5 5 6 7 8 9 10 11 12 14 3 Tabulated anchor bolt spacings for shear loads assume walls are sheathed in accordance with section 3.4.4.2. For other ptive limits are based on assumptions in Table 3.4. 28 4 5 5 5 6 6 7 8 9 10 11 13 14 17 wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 1/2" 2 When ceiling joists are installed parallel to rafters, the sum of the toenails in the rafter and ceiling joist shall equal or exceed the 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 32 5 5 5 6 6 7 8 9 10 12 13 15 16 19 factor in Table 3.17D, but in no case shall anchor bolt spacings exceed 6 feet on center. tabulated number of nails required. 1 2 2 2 2 2 2 2 2 2 2 4 Roof& 36 6 6 6 7 7 8 8 10 11 13 15 16 18 21 q 12 2 2 2 2 2 2 2 2 2 3 3 4 4 5 2 Floors 40 6 6 7 7 8 9 9 11 13 14 16 18 20 24 4 Lateral connections shall be designed to resist the loads in Table 3.5. 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 8 8 8 9 10 11 12 13 16 18 20 23 25 3 To avoid splitting, no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 top plate 16 2 2 2 2 2 2 2 3 3 3 4 4 5 6 60 9 9 10 11 12 13 14 16 19 21 24 27 30 35 or 3 toenails in each side when fastened to a 2x6 top plate. 18 2 2 2 2 2 2 2 3 -3--4 4 5 5 6 70 10 11 11 12 13 15 16 19 22 25 28 32 35 41 TABLE 3.2C-SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS(ANCHOR BOLTS) RESISTING UPLIFT 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 80 12 12 13 1 14 15 17 18 21 25 28 32 36 40 47 LOADS FROM WIND-EXPOSURE B 4 Where top plate-to-ridge heights exceed 10', they shall be adjusted as follows: 28 6 6 6 7 7 8 9 10 12 13 15 17 19 22 32 7 7 7 8 8 9 10 12 13 15 17 19 22 25 90 1 95 1 100 105 110 1 115 1 120 130 140 1 150 1 160 1 170 1 180 1 195 1 Prescriptive limits are based on assumptions in Table 3.5. 36 7 7 8 9 9 10 11 13 15 17 19 22 24 29 Roof& 40 8 8 9 10 10 11 1 12 14 1 17 19 1 21 24 1 27 1 32 Sill or Bottom Plate to plate Foundation Wall Height 8' 10, 3 Floors 50 10 10 11 12 13 14 1 15 18 21 24 27 30 34 39 Foundation Anchor Bolt Maximum Anchor Bolt Spacing (in.) 60 12 12 13 14 15 17 18 21 25 28 32 36 40 47 Size Supporting NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 70 14 14 15 16 18 19 21 25 29 33 37 42 47 55 Connection Resisting 8 16 16 17 19 20 22 24 28 33 7 42 48 54 3 8' End Zones Top Plate to Ridge Adjustment Factor 12 1 1 1 1 2 2 2 2 2 2 3 3 3 4 Height(ft) 16 2 2 2 2 2 2 2 2 3 3 3 4 4 5 1-3 Stories 72 72 72 72 72 72 71 57 43 35 30 27 24 22 2 2 2 2 2 2 3 3 4 4 5 5 6 2x4 10, 1.00 1.00 24 2 2 2 2 3 3 3 3 4 4 5 6 7 Interior Zones Roof& 2 2 3 3 3 3 3 4 5 6 6 7 8 15, 1.15 1.25 2 4 4 4 7 1-3 Stories 72 72 72 72 72 72 72 66 50 41 35 31 28 26 1 Floor 36 3 3 3 3 4 4 4 5 6 6 7 8 9 10 Uplift Loads 20' 1.40 1.50 40 3 3 3 4 4 4 5 5 6 7 8 9 10 11 8' End Zones 50 4 4 4 4 5 5 6 7 8 9 10 11 12 14 1-3 Stories 72 72 72 72 72 72 72 68 51 42 36 32 29 26 6 6 8 9 0 1 13 4 17 2x6 70 5 5 6 6 7 7 8 9 10 12 13 15 17 20 80 6 6 6 7 7 8 9 10 12 13 15 17 19 22 Interior Zones 20 2 3 3 3 3 3 4 4 5 5 6 7 7 9 1-3 Stories 72 72 72 72 72 72 72 72 60 49 42 37 34 31 NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 24 3 3 3 3 4 4 4 5 6 6 7 8 9 10 28 3 3 4 4 4 4 5 6 6 7 8 9 10 12 32 4 4 4 4 5 5 5 6 7 8 9 10 12 14 Roof& 36 4 4 4 5 5 6 6 7 8 9 10 12 13 15 2 Floors 40 4 5 5 5 6 6 7 8 9 10 12 13 14 17 NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 6 6 7 8 10 1 13 14 1 1 1 60 6 7 7 8 8 9 10 11 13 15 17 19 21 25 70 7 8 8 9 10 10 11 13 15 17 20 22 25 29 80 8 9 9 10 11 12 13 15 17 20 23 25 28 33 28 4 4 5 5 5 6 6 7 8 10 11 12 14 16 32 5 5 5 6 6 7 7 8 10 11 12 14 15 18 Roof& 36 5 5 6 6 7 7 8 9 11 12 14 15 17 20 40 6 6 6 7 7 8 9 10 12 13 15 17 19 22 3 Floors 50 7 7 8 8 9 10 11 13 15 17 19 21 24 28 60 9 9 9 10 11 12 13 15 17 20 23 25 28 33 70 10 10 11 12 13 14 15 17 20 23 26 30 33 39 11 11 12 13 14 16 17 20 23 2 4 38 44 NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE TABLE 3.6-RIDGE CONNECTION REQUIREMENTS FOR WIND-EXPOSURE B TABLE 3.9A-RAFTER/CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS TABLE 3.10A-ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS (7/16", PANEL SG=0.50)-EXPOSURE B Wind Speed 3-second gust(mph) 90 95 100 105 110 115 120 1:130)1 140 150 160 170 180 195 Roof Live Load Ground Snow Load Wind Speed 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 Stud 20 psf 30 psf 50 psf 70 psf STRUCTURAL SHEATHING Spacing (in.) Roof Span(ft.) REQUIRED CAPACITY OF RIDGE CONNECTION (plf) Roof Span(ft.) E F E F E F E F E F E F E F E F E F E F E F E F E F E F 12 28 39 51 64 77 91 105 136 169 205 243 284 327 397 12 24 36 12 24 36 12 24 36 12 24 36 Rafter/Truss 16 37 52 68 85 103 121 141 182 226 274 325 379 436 529 FramingRafter/Truss 46 65 85 106 128 152 176 227 282 342 406 473 545 661 Rafter Slope Rafter Spacing(in.) Required Number of 16d Common or 40d Box Nails per Heel Joint Connection Sheathing Location Maximum Nail Spacing for 8d Common Nails, or 10d Box Nails(inches, o.c.) 3:12 24 56 78 102 128 154 182 211 272 339 410 487 568 654 793 Specific Spacing(in.) 28 65 91 119 149 180 212 246 318 395 479 568 663 763 925 12 3 5 8 3 6 9 5 9 13 6 12 17 32 74 105 137 170 206 243 281 363 452 547 649 758 873 1057 3:12 16 4 7 10 4 8 12 6 12 17 8 15 23 Gravity, G 19.2 4 8 12 5 10 14 7 14 21 9 18 27 36 83 118 154 192 231 273 316 409 508 616 730 852 982 1190 24 5 10 15 6 12 18 9 17 26 12 23 34 6 12 6 12 6 12 6 12 6 12 6 12 6 12 116 12 6 12 6 12 6 12 6 12 6 12 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 12 6 12 6 12 6 12 6 12 6 6 12 26 35 45 55 65 77 88 113 139 168 199 231 266 321 12 3 4 6 3 5 7 4 7 10 5 9 13 0 49 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 16 35 47 60 73 87 102 118 150 186 224 265 308 354 428 16 3 5 8 3 6 9 5 9 13 6 12 17 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 12 6 12 6 6 6 6 6 6 6 6 20 43 58 75 91 109 128 147 188 232 280 331 385 443 36 4:12 19.2 3 6 9 4 7 11 6 11 16 7 14 21 Interior Zone 4:12 24 52 70 89 110 131 153 176 226 279 336 397 463 532 643 24 4 8 11 5 9 13 7 13 19 9 17 26 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 28 61 82 104 128 153 179 206 263 325 392 464 540 620 750 0 42 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 32 69 94 119 146 174 204 235 301 372 448 530 617 709 857 12 3 3 5 3 4 6 3 6 8 4 7 11 19.2 6 12 6 12 6 12 6 12 6 12 6 1216 1216 12 6 12 6 6 6 6 6 6 6 6 6 6 36 78 105 134 164 196 230 264 338 418 504 596 694 797 964 5:12 16 3 4 6 3 5 7 4 7 11 5 9 14 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 616 6 6 6 4 4 19.2 3 5 7 3 6 9 5 9 13 6 11 17 12 20 27 35 43 51 60 69 88 109 132 156 182 209 253 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 24 3 6 9 4 7 11 6 11 16 7 14 21 16 26 36 46 57 68 80 92 118 146 176 208 242 279 337 0 49 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 2 33 45 5 71 85 100 115 147 182 220 260 303 348 421 3 4 3 3 4 3 4 6 3 5 8 6 12 6 12 6 12 6 12 6 1216 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 77 5:12 24 40 54 69 85 102 119 138 177 219 264 312 364 418 506 7:12 16 3 3 5 3 4 5 3 5 8 4 7 10 Perimeter Edge Zone 24 6 12 6 12.6 12 6 12 6 12 6 6 6 6 6 6 6 6 „ --- s ty o. _„ 7 athitxz' - 28 46 63 81 99 119 139 161 206 255 308 364 424 488 590 4 5 3 4 6 3 6 9 4 8 12 g 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6[:4 4 32 53 72 92 114 136 159 184 236 292 352 416 485 557 674 24 3 5 7 3 5 8 4 8 11 5 10 15 16 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 '36 60 81 104 128 153 179 207 265 328 396 468 545 627 758 12 3 3 3 3 3 3 3 3 5 3 4 6 0.42 19.2 6 12 6 12 6 12 6 12 6 12 6 6 6 616 6 6 6 4 4 4 4 4 4 4 4 12 20 26 33 40 48 55 63 81 99 119 141 164 188 227 16 3 3 4 3 3 4 3 4 6 3 5 8 24 6 12 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 r. 2_ .apu,. tiira' 27 35 44 54 63 74 85 133 159 188 218 250 302 19.2 3 3 4 3 4 5 3 5 7 3 6 9 Gable Endwall Rake or 0.49 - 6 6 6 6 6 6 6 6 6 6 6 6 4 4 20 33 44 55 67 79 92 106 135 166 199 235 273 313 378 24 3 4 5 3 4 6 3 6 9 4 8 12 Rake Truss with up to 6:12 40 53 66 80 95 111 127 199 239 282 327 376 453 12 3 3 3 3 3 3 3 3 4 3 3 5 9" Rake Overhang0.42 - 6 6 6 6 6 6 6 6 6 4 4 4 3 3 28 47 61 77 94 111 129 148 188 232 279 329 382 438 529 12:12 16 3 3 3 3 3 3 3 3 5 3 4 6 32 53 70 88 107 127 148 169 215 265 319 376 436 501 605 19.2 3 3 3 3 3 4 3 4 6 3 5 7 BOARD SHEATHING 36 60 79 99 121 143 166 190 242 298 358 423 491 564 680 24 3 3 4 3 3 5 3 5 7 3 6 9 12 27 32 37 43 49 55 62 76 94 112 132 153 175 211 Rafter/Truss 16 36 43 50 57 65 73 82 102 125 149 176 204 233 281 1 Heel joint connections are not required when the ridge is supported by a loadbearing wall, header or ridge beam designed to Sheathing Location Spacing in. Minimum Number of 8d Common Nails Per Support 20 45 53 62 72 81 92 103 27 56 87 22 254 291 351 resist the applied loads. P g( ) 7:12-12:12 24 54 64 75 86 98 110 123 153 187 224 263 305 350 421 28 62 74 87 100 114 129 144 178 218 261 307 356 408 491 2 When the intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall, the tabulated heel joint 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 32 71 85 99 115 130 147 164 204 250 299 351 407 466 562 connection requirements shall be permitted to be reduced proportionally to he reduction in an.. 1 x1 0 or Larger Sheathing 12-19.2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 36 80 96 112 129 147 165 185 229 281 336 395 458 525 632 q P P P Y P 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. E - Nail spacing at panel edges(in.) 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. F - Nail spacing at intermediate supports in the panel field (in.) 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf(0.6 x 10 psf=6 psf). 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at he bottom of the attic space. 1 For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge When ceiling joists or rafter ties are located higher in the attic space, no attic storage is assumed, and the tabulates heel 3 Tabulated connection requirnments are based on a 12 inch ridge connection spacing, for different ridge connection spacing, zone attachment requirements shall be used. joint connection requirements shall be increased by the following factors: multiply the tabulated values by the appropriate multiplier below: 2 For wind speeds greater than 130 mph, blocking is required which transfers lateral load to two additional joists(3 joists total). Ridge Connection Spacing (in.) 12 16 19.2 24 48 Ceiling Height/Top 3 See Table 3.10 for other fastener and sheathing combinations. Plate-to-Roof Ridge Heel Joint Connection Multiplier 1.00 1.33 1.60 2.00 4.00 T T Height Plate-to-Roof (Hc Ridge Adjustment Factors 4 Tabulated values for 8d common and 10d box nails are applicable to carbon steel nails(bright or galvanized). 4 For jack rafter uplift connections, use a roof span equal to twice the jack after length. The rafter length includes the overhang 1/2 2.00 length and the jack span. 1/3 1.50 NOTE- TYP. REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE; 1/4 1.33 SEE NAILING SCHEDULE ON COVER SHEET 1 FOR MORE SPECIFIC 1/5 1.25 INFORMATION FOR 130 MPH WIND ZONE NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 1/6 1.20 1/10 1.11 NOTE: Lateral deflection of the rafter below the rafter ties may exceed,1 inch when rafter ties are located above one-third of the top plate-to-roof ridge height, Hr, or when He is greater than 2 feet DATE and may require additional consideration. TED VICTORIA �,��FtEDARC 8/12/22 ���F � A.LEOy�T�C'� NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE I725O MAIN 5T.. 2/15/25 Mr�TTITUCK. NY I Ig52 .: j4�• ���: �,, � a/I5�25 MOPOSED ADDITION J . LEONARD ARCHITECTURE P.C. sT 63N OF NEVN.tO 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET 5 OF 5 ANCHOR BOLT SIZE 4 5PAGIN6 PER WFGM 2018: I. 5/8" DIA. ANCHOR BOLTS MIN. 45" O.G. DOWEL 2. BOLTS TO HAVE 3x3 PLATE WASHERS 3. BOLTS TO EXTEND 7" MIN. INTO POURED CONCRETE FOUNDATION,SEE DETAIL 4. CORNER BOLTS TO BE 6"-12" FROM END OF PLATES THIS SHEET _ 10-O 11 10'-O" ADDITION 44'-8 1/2 V " VENT EXISTING W WINDO r — — — —— ENT — — 1— DOWN INFILLED W E OPENING FRAMING I- - - - - - - - - \ II PROVIDE 5/8" ANCHOR BOLTS W/ 3x3 WASHERS ® 51" O.G. (151, EMBEDMENT) I I 2x8 FLOOR JOISTS IQ-7 1/2 Q 33--fit p I I ® 16" O.G. O II EXISTING II BASEMENT II N z z 3-O CRAWLSPAGE I AGGE55 W/ (2)-2-8 q 6 1i1: \ \ W IY N I I HEADER EXISTING STUDIO I I O � � � EXIST. v O O � LI\/ING GR m GRAWLSPAGE AWLSPAGE o _ �? EXTENSION ® 0 ® STUDIO � ROOM O N N (VAULTED GL6., I I � X 2x8 LEDGER BD. -I NEW 8" GMU I i FASTENED TO RIM N SEE SECTION) I I N N W p W 1t, FOUNDATION WALL JOIST W/ 1/2" LAG _ ON 10"Arb" GONG. I I SCREWS ® I6" O.G., FOOTING, TYP. m I I STAGGERED N I I (2)-2xl2 MICROLAM O ( ( FOUNDATION I _ I I CG 1 RDER W/ MIN. (2) tr 2x4 TRIMMERS EA. END SEE DETAIL EXISTING DECK ® O THIS SHEET STRUCTURE N I TO REMAIN I 15'-10" 10'-8" 4'-2" 2'-11" I � - - - - - - - - 1 \ GRAWLSPAGE _ 1- T-1 (oW ' JI- 1II - LII --IIII---+III- III -- �-►II_-+LII --2rtI(x--8-�II-- -1I -1----11I----IIII- -1iI - LII - II I III III III LIII III III O L — — NOTE(2)-2xio HDR. 1 10-8 1 1677 4 _-10" LEDGER BD. NEW 8 GMU DOWN FLAT ROOF 2x8 DECK JOISTS OVER IN-FILLED FASTENED TO RIM F 8-3 I/4 10-2 I/4 SECTION TO® 16" O.G. ON 8xlb" GONG. x RAFTERS W 1/2" LAG � FOOTING, TYP. T MATCH EXISTING; dJ ® lb�� O.G.SCREWS ® I6S O.G., 1 PROVIDE GONT. u STAGGERED W/ 8xlb VENT MEMBRANEL,(2)-2x10 GIRDER, TYP_l NEW WOOD DECK + LJ OO ND. bxb P.T. POST 2x8 FLOOR JOISTS00 ON 14 x 36 - T-4 3/4" 7'-4 5/4" 7'-43/4" ® 16" O.G., SUPPORTED C114 '-O" " FOOTING, TYP. (2) ON EXISTING FOUNDATION 22-7 1/2 WALLS, BOTH SIDES jI l - _ \ / O \ / KITGHEN / BATH #I I \ � UNEXGAVATED I EXISTING ND. d DECK TO BE Q'-8" - REMOVED Q Q / \ 0 O DINING Qj // \\ BEDROOM #1 z ~ / \ Wp wU /- - - - - - - - - - - - - - -(D EOUNDATIOWBASEMENT PLAN-I D 1 I RST FLOOR PLAN -I, NOTE: SEE ENERGY CALCULATIONS ON GOVER SHEET FOR COMPLETE U-VALUE REQUIREMENTS DOOR SGHEDULE WINDON SGHEDULE TED VIOTORI� DATE EFtE-Dq ITEM MANUFACTURER TYPE SIZE MODEL ITEM TYPE R.O. SIZE MANUFACTURER UNIT EGRESS PRE55URE U-VALUE MIN. HEADER I 8/I2/22leQtii� 1-1250 MAIN 5T.. NEWS I ANDERTHERM -T FSTEEL I 00DSUL INSWING 6'-O" x 6'-8" FWH6068PALR A GASEMENT 2'-4 7/8" WIDE x 4'-5 3/8" TALL ANDERSEN - 400 SERIES 6N145 Y DP 30 .30 (2)-2x6 5UFFOLK, NY 1 ia52 2/15/23 v .t 2 THERM!A-TRU STEEL INSULATED 3'-O" x 6'-8" STYLE PER OWNER ; q/15/23 PROPOSED ADDITION =� u j T Q1675 O` - J . LEONARD ARCHITECTURE, P.C. '�OFq.� 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET 4 OF 5 EXISTING HOU5E TO REMAIN NEW 5TUD10 EXTENSION NEW CENTER ROOF 5EGTION, SEE DETAIL '6', TH15 SHEET ® I I Is I I I BEE EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. LL===i L-1 L-1 Li L==� _j EXIST. EXIST. I .ONT ELEVATION LEI=T SIDE ELEVATION NEW STUDIO EXTEN51ON lod. EXISTING HOUSE TO REMAIN SLOPE TO MATCH EXISTING NEW CENTER ROOF 5EGTION, SEE DETAIL 'b', THIS SHEET I I I • I O EXIST. EXIST. EXIST. / \ ® / \ EXIST. EXIST. EXIST. VINYL 51DIN6, Lj i O Li F1 A5 5ELECTED LJIL QL111L. ILL—Ifi— BY OWNER / GRAWL5PAGE AGGE55, 5EE PLAN 3 REAR ELEVATION ,¢ RIGHT 51DE ELEVATION 1/4' = I'-0' 2x10 RIDGE INSTALL 1/2" GDX PLYWOOD, 30# ROOFING FELT 2x4 COLLAR TIE5 A5PHALT ROOF SHINGLES ® 32" O.G. - - - - - - - - - - - - - - - - - - - - 2x8 ROOF RAFTERS N EXI5TING RAFTERS ® lb" O.G. - T R-4a 01-05ED-CELL SPRAY FOAM INSULATION (7') = 1-- RAFTER TIES PER DETAIL '12', ;_ :« :;y.:N - - - - - - - - - - - 5HEET 2 ,. �_2xb GEILING l / JO15T5 ® lb" O.G. - - - - - - - - I 2x4 EXT. WALL N 2x4 EXT. WALL FRAMING ® lb" O.G. FRAMING ® lb" O.G. I I CENTER ROOF FRAMING: R-21 GL.05ED-CELL 5PRAY O R-21 GL05ED-GELL 5PRAY I -2x6 RAFTERS ® 16" O.G. FOAM INSULATION (3-1/2'9 dj FOAM INSULATION (3-1/2") I I -2x8 RIDGE -RAFTER5 OVER-FRAMED I ON EXISTING GABLES -ROOF SLOPE 4:12 2x8 FLOOR -1/2" GDX EXT. PLYWOOD JOISTS ® I6" O.G. I -CONT. ICE 4 WATER 5HIELD -ASPHALT ROOF SHINGLES z R-ICI BATT IN5ULATION 3" GONG. GRAWL5PA0E 5LAB 5" GMU FOUNDATION ON 10"xlb" CONCRETE FOOTING; (2)-#4 REBAR EXISTING RAFTER5 m IN FOOTING, 3" FROM EDGE DATE TED VICTORIA e,RED ARC 8/I2/22 G.5��� A.LE! r 11250 MAIN 5T., NEW 2/15/23 5UFFOLK, I1a52 �,. L5GTONTHREAD ITO N 6 C N -0R ROOF FRAMING a/I5/23 1/24 r-0A I/4E I ' PROP05ED ADDITION 0 167B J . LEONARD ARCHITECTURE, P.C. OFN�N 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET 5 OF 5