HomeMy WebLinkAbout50464-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 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
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: $699.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
" Telephone (631) 765-1802 Fax(631) 765-9502 h'tt�:// _ sotitlioldtoN til
Date Received
APPLICATION FOR BUILDING PERMIT
E C E WE � I
For Office Use Only
PERMIT NO. Building Inspector-, fill
E D 9
20N s
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an 1,
Owner's Authorization form(Page 2)shall be completed.
Date: 2 �
OWNER(S)OF PROPERTY:
Name: �L,r�pppst� SCTM # 1000- l rr—I,DD— O O. OQO
Project Address: 17250 Main St, New Suffolk, NY 11956 a
Phone#: (646) 438-1555 Em�i :
Mailing Address: 17250 Main St, New Suffolk, NY 11956
CONTACT PERSON:
Name: Ted Victoria
Mailing Address: 2'50
Phone#: b4fo_ cfS$_ lr Email:
DESIGN PROFESSIONAL INFORMATION:
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 INFORMATION:
Name: Southpaw Construction Corp.
Mailing Address: 6352 Route 25A, Wading River, NY 11792
Phone#: 631-886-2488 Email: Tj@south pawconstructionIi.corn
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure WAddition ❑Alteration ❑Repair WDemolition Estimated Cost of Project:
❑Other
184,000.00
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION
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 8No IF YES, PROVIDE A COPY.
W di wck Box A fter Read i d: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(pr" name : ( �� RAuthorized Agent ❑Owner
Signature of Applicant: Date:
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
(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
N�
t f .
day of 20
ary Public JOAN
Iwo`r"y Puaoc,awl �r v
140.psILM10r,,00
ti''waalnm n BaMaFN Cun
carxnmera. E�aa�«rma�<stratenr.?O�.
ER AUTIHOFUZATION
Where the
..mmron..., ry
( e applicant is not the owner)
I, residing at 1721C70 L+--
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
X t!�a2,1- 14
Owner's Signature Date
j` %/Ic oaIl
Print Owner's Name
2
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UTILITY POLE U.P. OVERHEAD WIRES MANHOLE FILED MAP LOT# - Q7i FENCE WOOD FENCE - WE VINYL FENCE - VF
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HIS SURVEY IS CERTIFIED TO: 0.23,E 114 , 0A N BRICK
moll-
ICTORIA THEODOSIUS
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MAP REFERENCE.SURVEY OF LOT 30 BY YOUNG&YOUNG Sl 1ED WOOD
DATED SEPTEMBER 15, 1977.JOB NO:72-780 PLANTER
NOTE:SURVEY SUBJECT TO EASEMENTS,RESTRICTIONS AND
AGREEMENTS OF PUBLIC RECORDS AND AS CONTAINED IN A TITLE CO-I 1700-0900-031000
N F-MAUL
SEARCH INCLUDING BUT NOT LIMITED TO PERMITTED USES,BUILDING
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.
SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. 3j ALL STRUCTURES,EASEMENTS OR UNDERGROUND UTILITIES NOT SHOWN ARE NOT GUARANTEED
71 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 EXISTENCE/NON-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 AFTER THEY HAVE BEEN LOCATED AT THE TUNE 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 STURCTURES ORANY OTHER IMPROVEMENT.
PROPERTY SITUATED IN THE Op
PLAN OF SURVEY OF TAX MAP
TOWN OF SOUTHOLD, a ,
SUFFOLK COUNTY,NEW YORK 1000-11700-0900-030000 '
* -
r-`
SCALE: DRUCKER LAND SURVEYING,PLLC SURVEYED: r'
LICENSED LAND SURVEYORS 11-1-2023 C1
1 = 15 169 COMMACK RD.SUITE 235 '
DRAWN COMMACK,N.Y.11725 CHECKED 3CfT� G7
BY: Phone:631-379-4217 BY: `
OR BRIANDRUCKERLS@GMAIL.COM OR �,l N
REVI6IONr PROJECT AN A. DRUCICTER_
NUMBER:
23-110 LICENSED LAND SURVEYOR N.Y.L.S.LIC.NO. 50907
I/ -2--9 -3o GZ�S�SSd�S 5�i���
FRAMING DETAILS - 130 MPH, EXPOSURE B MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 11
WIND COMPLIANCE METHOD-WFCM 2018 (IN POUNDS PER SQUARE FOOT) 0� sJ 2 1 -1 2 15
I I APPROVED AS NOTED OCCUPANCY OR
BUILDING ASPECT RATIO: 1.48 5 h I I I USE IS UNLAWFUL
USE LIVE LOAD 2I I a I I2 OATE'3'a0•o? g,P# s"o c
I WITHOUT CERTIFICATE
MIN. NAILING SCHEDULE- 130 MPH WIND ZONE EXTERIOR BALCONIES 40 5 I e q. 0 I I I i FEE�M?U0 BY:
ROOF 5HEATHINGG NAILING 50HEDULE o 4 I I I I e S 100 NOTIFY BUILDING DEPARTMENTAT OF OCCUPANCY
COMMON NAILS BOX NAILS NAIL SPACING DECKS 40 I 5 a 3 2 L 2 r5_1 631-765-1802 8AMTO4PM FOR THE
5
ROOF FRAMING FIRE ESCAPES 40 ZONE I ZONE 2 ZONE 3 ZONE 4 FOLLOWING INSPECTIONS-
FIELD 6" D.G. 6" O.G. 3" O.G. 4" O.G. C> GABLE ROOFS 1. FOUNDATION-TWO REQUIRED
Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end PASSENGER VEHICLE GARAGES 50 e S 10° FOR POURED CONCRETE
EDGE 4" D.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 YORK STATE&TOWN CODES
ALL 1/2" EXT. PLYWOOD 5HEATHIN6 TO BE 5EGURED a Q Q Q Q 4 4. FINAL-CONSTRUCTION MUST AS REQUIRED ND CONDITIONS OF
WALL FRAMING ATTICS WITH LIMITED STORAGE 20 W/ 5d COMMON NAILS - 2-1/2" x 10-1/4" 6A. - PATTERN AS
INDICATED ABOVE. � �� �- � ��� BE COMPLETE FOR C.O.
Top Plates at Intersections(Face-nailed) 4- 16d 5- 16d at joints ROOMS OTHER THAN SLEEPING ROOMS 40 a s 2 5 sL 2 5 a 5 2 3 ALL CONSTRUCTION SHALL MEET THE SOUTHOLDTOVINZM
1 REQUIREMENTS OF THE CODES OF NEW SOUTHOLD T04"d'N PLAh'"d(NG BOARD
Stud to Stud (Face-nailed) 2- 16d 2- 16d 24"o.c. SLEEPING ROOMS 30 FOR ADDITIONAL 5TRUGTURAL NAILING REQUIREMENTS i i (`� ,\ 2/ I YORK STATE. NOT RESPONSIBLE FOR ���� ��/, $OUTHOIDTOVr'NTR
Header to Headier(Face-nailed) 16d 16d 16"o.c. along edges REFER TO NAILING 50HEDULE FROM TABLE 3.1 OF THE a I I e DESIGN OR CONSTRUCTON ERRORS TRUSTS
STAIRS 40 AMERICAN WOOD FORE5T 4 PAPER A550GIATION WOOD 21 1 1221 1 12 " 2) 1 1L2�2(� " :�......... N.Y.S.DEC
FLOOR FRAMING GUARDS AND HANDRAILS 200 FRAME GON5TRUGTION MAUAL I I I I SOUTHOLDKOO
Joist to Sill, Top Plate or Girder(Toe nailed) 4-8d 4- 10d each end � ° °10° < 6 S 45° 10 < e S 30 ,' ,a ° '_; Q . -... ---.-$DHD
GUARDS IN-FILL COMPONENTS 50 I I I I Blocking to Joist(Toe-nailed) 2-8d 2- 10d each end a s 2 -5 -5 2 3 a 3 co�lr u, Vl t�H
Blocking to Sill or Top Plate(Toe-nailed) 3- 16d 4-16d each block TABLE 301.5 GABLE ROOFS 4 _ 'r r° Ail�t MR�,yr.M'l RETAIN STORM WATER RUNOFF
lo° < e s 450 a ��' -'�_-`��°��`���i :`�`�?"' PURSUANT TO CHAPTER 236
Ledger Strip to Beam or Girder(Face-nailed) 3- 16d 4- 16d each joist HIP ROOFS
Joist on Ledger to Beam(Toe-nailed) 3-8d 3- 10d each end
lo° < e s 5 OF THE TOWN CODE.
Band Joist to Joist(End-nailed) 3- 16d 4- 16d each end TABLE R301 .2 (1)
Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d 3- 16d per foot LIST OF DEAD LOADS CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
ROOF SHEATHING-Wood Structural Panels 1. EXTERIOR WALL ASSEMBLY=2x4 FRAMING+ 1/2" PLYWOOD+ 1/2"GYPSUM BOARD WIND DESIGN SUBJECT TO DAMAGE FROM EIF �tJr+�.t""""f'wRr33 MQUtRED
GROUND SEISMIC WINTER ICE BARRIER FLOOD WIND AIR
+ RIGID INSULATION +VINYL SIDING= 13 PSF SNOW SPEED TOPO. SPECIAL WIND-BORNE DESIGN FROSTLINE TERMITES 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=2x4 FRAMING+ 1/2"GYPSUM BOARD EA. SIDE= 8 PSF LOAD (MPH) EFFECTS WIND REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TEMP. LAYMENT INDEX TEMP
Rafters or Trusses spaced over 16"o.c. 8d 10d 4"edge/4"field
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 T-0" MODERATE 15 YES NONE B 1500 OR LESS 52.1 DEG.
INTERIOR FINISH FIRE & SMOKE RATINGS B TO HEAVY (NY-LAGUARDIA) (REQUIRED) (SUFFOLKCO.)
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'J' DESIGN CRITERIA
Gable endwall rake or rake truss w/lookout blocks 8d 10d 4"edge/4"field FLAME SPREAD=20
*BATHROOMS AND KITCHEN TO HAVE CERAMIC TILE WALLS; NO WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING
CEILING SHEATHING CHANGE TO SMOKE INDEX&FLAME SPREAD LISTED ABOVE ELEVATION LATITUDE HEATING COOLING CORRECTION FACTOR DESIGN TEMPERATURE TEMPERATURE COOLING TEMPERATURE DIFFERENCE
Gypsum Wallboard 5d coolers - 7"edge/10"field 67' 40* N 100 83* 1.0(NONE) 70' 750 600
WALL SHEATHING SMOKE DETECTOR/ALARM CO DETECTION/ALARMS COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER
* EACH SLEEPING ROOM * ON LOWEST STORY CONTAINING A SLEEPING TEMPERATURE DIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITY
Wood Structural Panels-studs spaced 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
1/2"Gypsum Wallboard 5d coolers - 7"edge/10"field INCLUDING BASEMENTS/CELLARS JAN. 1,2008) ENERGY CONSERVATION CODE COMPLIANCE
FLOOR SHEATHING SEE IBC 314 SEE IFC 915
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"
*5.7 SQ. FT. MIN. 2. WORK CLASSIFICATION: "ADDITION"PER SECTION R503-NEW WORK TO COMPLY WITH REQUIREMENTS FOR NEW CONSTRUCTION PER R503.1
Wood Structural Panels-greater than V 10d 16d 6"edge/6"field * 3. NEW WORK GOVERNED BY CHAPTER 4"RESIDENTIAL ENERGY EFFICIENCY"
5 FT.@ GRADE FLOOR 4. COMPLIANCE SHALL FOLLOW THE PRESCRIPTIVE METHOD(SECTIONS R401-R404)PER SECTION R401.2
NOTE: SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT *MIN.N.CLEAR HEIGHT*MIN.CLEAR WIDTH 0"
DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED
UNLESS OTHERWISE PROHIBITED. *NOT MORE THAN 44"A.F.F.
SEE SECT. R310
SIMPLIFIED WALL SHEATHING
PRE55URE 8 NAILING ZONES
GENERAL NOTES ENERGY NOTES- CLIMATE ZONE 4A
1. ALL CONSTRUCTION IS TO COMPLY WITH THE 2020 NYS RESIDENTIAL CODE(WFCM 2018) AS CONTROLLING 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). 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.Y.S. ENERGY NOTE: PROPERTY INFORMATION TAKEN
2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. CONSERVATION CODE T EDITION )
5 I , LATEST AT THE TIME OF PERMIT APPROVAL(2018 INTERNATIONAL ENERGY CONSERVATION CODE). FROM SURVEY BY DRUCKER LAND SURVEYING,
3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.C.AND UNDERWRITERS'REQUIREMENTS.
6 lx 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. 2. EXTERIOR DOORS AND WINDOWS TO BE U=.32 MAX PER TABLE R402.1.2 DATED 11/2/2023
NOTIFY THE ARCHITECT OF CONFLICTS OR DISCREPENCIES. 3. GLAZING SHGC TO BE .40 MAX. PER TABLE R402.1.2
6 I 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED ONES. 4. PER R503.1.1, EXISTING WALL,CEILING,&FLOOR CAVITIES WHERE EXPOSED WILL BE FILLED WITH INSULATION ACROSS THEIR EXISTING DEPTHS.
R� ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR.
5 5 LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER DRAWINGS. IT IS THE INTENT OF 5.THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS. 150-200 CFM FLUE TO HAVE TIGHT SCATTED DAMPER-MAX.AIR LEAKAGE 20 CFM. FIREPLACES TO HAVE TIGHT-FITTING MAIN STREET
6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES IN THE DESIGN. THE ARCHITECT IS NOT RESPONSIBLE GLASS DOORS IN CONFORMANCE WITH UL 127(FACTORY-BUILT)OR UL 907(MASONRY).
FOR CHANGES MADE WITHOUT NOTIFICATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, DESIGN,AND TYPE R 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL WORK DURING CONSTRUCTION OF MECHANICAL SYSTEMS THAT WILL BE USED IN SUFFICIENT DETAIL AS IS REQUIRED BY S 830 45' 30" E 76.26' Ci
AGAINST BREAKING,COLLAPSE, DISTORTION,AND MISALIGNMENT ACCORDING TO ALL CODES, THE BUILDING DEPARTMENT.
STANDARDS AND GOOD PRACTICE.
7. ALL THERMOSTATS SHALL BE PROGRAMMABLE AND ADJUSTABLE BETWEEN 55-85 DEG. F. 6•9
8. PROVIDE SMOKE AND CARBON MONOXIDE DETECTION AS PER N.Y.S.CODE SECTION R313. 8. RESIDENTIAL AIR-CONDITIONING SYSTEMS SHALL BE MIN. 14 SEER FOR PACKAGED SYSTEMS, 13 SEER FOR SPLIT 20.7' 20.3'
WALL SHEATHING NAILING 5GHEDULE 9. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL MANUFACTURER'S SYSTEMS. HEAT PUMPS TO BE MIN. 14 SEER. 5.3'
REQUIREMENTS. 9. GAS FURNACES TO BE 80%AFUE MIN;OIL-FIRED FURNACES TO BE 83%AFUE MIN. ? N
10. HOT WATER BOILERS FOR HEATING SHALL HAVE OUTDOOR SETBACK CONTROL.
10. SEE TABLE R402.2 FOR MINIMUM COMPRESSIVE STRENGTH OF CONCRETE. ALL CONCRETE ON 2,000 lb U)
ZONE 5 ZONE 6 PER SQUARE FOOT SOIL BEARING CAPACITY. VERIFY SOIL BEARING CAPACITY IN FIELD. 11. INSULATE ALL PIPES AND DUCTS PER CODE; DUCTWORK IN ATTIC TO BE MIN. R-8, HOT WATER PIPING TO HAVE MIN. R-3. A N
LU
co
FIELD 4" O.G. 6" O.G. 11. DOUBLE FRAME AROUND ALL OPENINGS,UNDER PARALLEL PARTITIONS AND UNDER BATH TUBS. 12. WATER SERVICES TEMPERATURE CONTROLS SHALL BE SET AT 140 DEG. F MAX.
13. ALL SHOWER
12. 'TECO'CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS. S SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAXIMUM OF 2.2 G.P.M.AT '� � 20.3' 6.6'
EDGE 5" O.G. 12" O.G. 13. ALL FRAMING LUMBER IS TO BE DOUG-FIR#2. fb=850 psi, E=1.6m psi 60 P.S.I. PRESSURE. LAVATORY FAUCETS TO BE 1.5 GPM AND SINK FAUCETS TO BE 2.2 GPM AT 60 PSI.
14. ALL HEADERS AND GIRDERS TO BE DOUG-FIR#2. fb=850 psi, E=1.6m psi 14. THERMAL TRANSMITTANCES VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN W
ALL 1/2" EXT. PLYWOOD WALL SHEATHING TO BE 5EGURED 15. ALL EXTERIOR DECK FRAMING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA TABLE R402.1.4 OF THE ENERGY CODE. 20.6' N DEMO
15. ALL MATERIALS CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER F7,2o7
N - - EXIST.
W/ 8d COMMON NAILS; PATTERN A5 INDICATED ABOVE. STANDARDS. 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 ONE16. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR THE CONTINUITY OF INSULATION 23.6' s.5' 25.0'
BUILDING PERMIT.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ADDITIONAL STRUCTURES
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. ONE-
(IN POUNDS-FORCE PER SQUARE FOOR OF HORIZONTAL PROJECTION) 20. PROVIDE DAMPPROOFING AT ALL EXTERIOR FOUNDATION WALLS. W STORY
NOTE: ROOF DESIGNED FOR LIVE LOAD INCLUDING GROUND SNOW LOAD OF 20#/SF SCOPE OF WORK IN ACCORDANCE WITH APPENDIX'J' NYS RESIDENTIAL CODE
21. ALL FLITCH PLATES,L.V.L.'S AND GIRDERS ARE TO BEAR ON SOLID WOOD POSTS AND HAVE o ADDITION
SOLID BLOCKING DOWN TO FOUNDATION WALLS. N :-
1. WORK INVOLVES ONE STORY ADDITION TO FIRST FLOOR,AND IS THEREBY CLASSIFIED'ADDITION'PER SECTION AJ201.
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 4'-0"O.C. 2. STRUCTURAL DESIGN AND LOAD SUPPORT COMPLIES WITH NYS RESIDENTIAL CODE REQUIREMENTS FOR NEW 0
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 OF THIS PROJECT. 3. PER SECTION R314 INTERCONNECTED, HARD-WIRED SMOKE DETECTORS SHALL BE PROVIDED IN LOCATIONS o
NOTED ON COVER SHEET. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON FIRST FLOOR,SECOND FLOOR,AND
RAFTERS HAVING SLOPES GREATER THAN 3112 U180 TABLE R402.2-MINIMUM COMPRESSIVE STRENGTH OF CONCRETE BASEMENT,AND SHALL BE INTERCONNECTED AND HARD-WIRED PER SECTION R315.
WITH NO FINISHED CEILING ATTACHED TO
RAFTERS MINIMUM SPECIFIED COMPRESSIVE STRENGTH (Fc) 4. NEW WINDOWS SHOWN COMPLY WITH THE EGRESS REQUIREMENTS OF SECTION R310 WHERE APPLICABLE. N 83°51'00"W CD 4.
TYPE OR LOCATIONS OF 25.31'
H/180 5. ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS FOR NEW WORK IN CHAPTERS 34-40. AN UNDERWRITERS' o _
CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE CERTIFICATE SHALL BE OBTAINED FOR THE ENTIRE STRUCTURE AS PART OF THE WORK. z-ao
FLOORS AND BRITTLE CEILINGS (PLASTER, STUCCO) U360 - v N
BASEMENT WALLS, FOUNDATIONS Zo
FLEXIBLE CEILINGS(GYPSUM BOARD) U240 c Z N 83° 51' 00"W 50.71'
AND OTHER CONCRETE NOT 2,500 2,500 2,500
ALL OTHER STRUCTURAL MEMBERS U240 EXPOSED TO THE WEATHER
EXTERIOR WALLS-WIND LOADS a WITH PLASTER/STUCCO H/360 BASEMENT SLABS SLABS ON GRADE,AND
INTERIOR 2,500 2,500 2,500c SITE PLAN
XCEPT
EXTERIOR WALLS-WIND LOADS a WITH BRITTLE FINISHES U240 GARAGE FLOOR SLABS I (' = 3O�
EXTERIOR WALLS-WIND LOADS a WITH FLEXIBLE FINISHES L/120 BASEMENT WALLS, FOUNDATION WALLS,
EXTERIOR WALLS AND OTHER 2,500 3,000 3,000
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 d,e d,e
COMPONENT AND CLADDING LOADS[TABLE 301.2(2)] FOR THE PURPOSE OF STEPS EXPOSED TO THE WEATHER, 2,500 3,000 3,500 DATE RED AR
DETERMINING DEFLECTION LIMITS HEREIN AND GARAGE FLOOR SLABS TED 1�IGTO�I�t �5 -4 A LEcyi�
8�12�22 ��G���� O F
a. AT 28 DAYS P.S.I. � I-1250 MAIN ST., 2�15�23 i �
b. SEE TABLE R301.2 (1) FOR WEATHERING POTENTIAL. ]` A T"T'ITUGK, NYI IC152
c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CI�I5�23
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. 03167E
� OF NE�N�
e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. J . LEONARD ARCHITECTURE, P.C.
100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET I OF 5
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