HomeMy WebLinkAbout50113-Z TOWN OF SOUTHOLD
na BUILDING DEPARTMENT
V° 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#: 50113 Date: 12/11/2023
Permission is hereby granted to:
Lewis, Grace
PO BOX 877
Southold, NY 11971
To: Construct a new accessory garage with half bath and outdoor kitchen to an existing
single-family dwelling as applied for per SCHD approval.
At premises located at:
500 Arshamomaque Ave, Southold
SCTM # 473889
Sec/Block/Lot# 66.-2-61
Pursuant to application dated 11/13/2023
and approved by the Building Inspector.
To expire on 6/11/2025.
Fees:
ACCESSORY $385.50
CO-ACCESSORY BUILDING $100.00
.......................—
Total: $485.50
_...____ ....... _...__... ......... ..
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 lit s./www.soutlioldto�viuiy.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only o
50113 PERMIT N0. Building Insecta :
s lrlf •,
Applications and forms must be filled out in their entirety.Incomplete 3
applications will not be accepted. Where the Applicant Is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
• a , an
Date:
OWNER(S)OF PROPERTY:
Name: O l TM# 1000-
Project Address: Q.s Wk �' V S J(4 AJ `t (0
Phone#: .� Email: , w
Mailing Address: k?3C) �+ cv w ,.) t�s
CONTACT PERSON:
Name:
Mailing Address: =c' i ,�. J (ei
Phone#: 2 Z, Email: W
x2 d
DESIGN PROF SSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: 5^�� l 3 y t Email: Q
CONTRACTOR INFORMATION:
Name: 4 �'
Mailing Address:
'' , Email: '
Phone#: �-S ) r -7 (- S - �� .<I
DESCRIPTION OF PROPOSED CONSTRUCTION
tructure ❑Addition ❑Alter ❑Rep
4-A iair ❑Demoljtiion Estimated Cot of Pr +ec
Other
Will the lot be re-graded? es Will excess fill be removed from premises? ❑Yes
i
PROPERTY INFORMATION
Existing use of property: W r. Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Che ter 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 adroit authorited Inspectors on premises and In building(s)for necessary Inspectlorrs.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(p " me): C"` � ' w' lie ❑Authorized Agent Owner
Signature of Applicant: , Date: I )
STATE OF NEW YORK CARLublic n��wACARTwew
) Notary Public-State o4 New Y�ark
SS: No,Oi A63g4d35
Clualified in Suff k County
COUNTY OF 5i/o. ,[7 J, IL ) �y corny issiran expire Decr ,zaz�
' f�)'' " being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Lc/A(—f1
(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
day of 1� 6 u 20 Z3 �
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
�do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
a_
Owner's Signature Date
Print Owner's Name
2
,C.T.M.# DISTRICT 1000 SECTION 66 BLOCK 2 LOT 61
R-23-1234
PERMITFORAPPROVAL OF CONs,..rRU 'TI t4 FoRAI
of L.F- FAM....Y RI- uDF-N F. I....
LF BATH/GA RAGE
)WELLING EFFLUENT FILTER TW-4
=FL 24.0 " . R-23-1234
24.04"SDR 35 DATE 91/9123
F
ITCH 1/8"/FT — � a"� � 0
DE 22.5 GRADE 22.4 PR ::'
C/O TO GRADE
GRADE 5%MAX
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INV20. DIST INV20.2 T �AI.
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INV20.84""SDR 35 INV20.5 INV20. BOX NV20.1 PI RES THREE YEARS OM .)ATE OF APPROVAL
.
ROVA
PITCH 1/4"/FT 4"SDR 35 8'0x16'DEEP
PITCH 1/8"/FT LEACHING 0
AN400 POOL o 0
C=am=000
EL 15.2 EL 15.2 L2=11=1 O O 0
HIGHEST EXPECT,GROUND WATER EL 1.0 Design Pr0fesssonal's Certification Required.
SANITARY INVERTS Submit I .E. or R
A. Certification For
The Installation and Construction of the Sewage Disposal System
Accessory building water line must 5e a minimum of 54 in.below grade Use Form Wit M- 173
lines muste j b the
Services.
Fall (631)852852-5754, 48 hours In ROAD
advance, schedule inspection(s). MAIN
DWELLING W/PUBLIC WATER p
75
VACANT LOT 9 Ln
75, 168.30 EL 22. u.P..
s
LOT 21 0 ------ w
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N 83020110" E CELLAR ENT. 0 zl
(23.0) o O
W C WE (23.0) 37 3" gyp' X h
EL 23.5 ` V
Z 8'DIAx5'DEEP 3 p° LPW
12.0' l
8' L4 0' PROPOSED 8RJxtis DEI PP II Q
0 27. 2 STY PRAM *". DB �` 3
LOT 10 DWELLING 6 10
IND
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POOL WOODSTOO P FEL(24-0) V, AN400 t
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ELEV. 22.3 '
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DR BROWN
LOAM 1. 30 8°. 2
BROWN (22 8) (22.5) 0 W
SILT LOT 20 PATIO y�
3 **OVERSIZED FOR POOL 1 J 40 P4' VC VENT PIPE o �
WASTE WATER ELECTRIC AND AIR SlJPP6,Yl#OSE TO OWfS Cs� Q
PALE VACANT 8'DIAx4'DEEP240 PROPOSED DRIVEWAY
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P,)P# A-55c3W-kS
GENERAL NOTES
TA
GENERAL: 0 0
d
1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING
DEPARTMENT. Ro 6 ED U/A AUL KE
2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
AS WELL AS ALL CURRENT NEW YORK STATE CODES
3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE:
DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE
ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE
THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND
CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY :.
MECHANICAL CODE NOTE:
ARISING THEREFROM.
4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF
FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24.
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.
6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT
PLUMBING CODE NOTE:
TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE
AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33
7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS,
CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE:
8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 500 A AVENUE
FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE
CONSTRUCTED).THE PLANS SHALL.NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY
WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. SOUTHOLD , N 11971
9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE'
IS RESPONSIBLE FOR DESIGN INTENT ONLY, TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL
10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN
BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS.
11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH:
ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE
THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS 1 TITLE S
12.TIT S THE INOTENTT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE
CONSTRUCTION, HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION
THAT MAY NOT HAVE BEEN IES TO
DETAILED. 1.ALL PLUMBING WORK DI ID DONE AS PER CODE. 2 FOUNDATION GPLAN ROOF PLAN
13.ANY AND ALL DISCREPANCIES TC)BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE.
14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED.
SHALL
INTERIORIWALL COVEDRING SHALL BE INANCE WITH ON R316.
15. ACCORDANCE WITH SECTION R702 AND NOTE:
EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 3 ELEVATIONS , SECTION
16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL
BEIN THE FIELD THE CONTRACTOR, 4' FRAMING DETAILS
MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, ANDD RECEIVED
ED DISCREPANN CIES SHALL BE
PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT.
ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE
CARPENTRY: 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY 5 ENERGY SEALING DETAILS
FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK
1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O,N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS.
2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 6 NOTES & DETAILS
3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF
2-2"x6" U.O.N. BUILDINGS.
4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE.
7 NOTES & DETAILS Z
5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) _�
6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) w
w
7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 8 DETAILS
8. ALL WINDOWS TO BE IN CONFORMANCE W1 ATTACHED ENERGY STATEMENT W! NOTES &
SEAL
MODELS NUMBERS ON PLANS.
9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY D A RC
ESCAPE.IN CONFORMANCE WITH 2020 NEW YORK STATE BUILDING CODE N'K' T Fy
SEC. R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE
TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH
OF 20"(OPERATION W/0 NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F.
10, EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609,
ALL GLAZING SHALL COMPLY WITH SECTION R308.
9�
11, STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 `c :e y0
12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE 1VARM-IN-WINTER SIDE OF THE F o F N Ew
INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING
ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102.
13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.
ELECTRICAL: �rco
1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE coGEOGRAPHIC TABLE DESIGN R E Q U I RM E N TS
NFPA 70 NATIONAL ELECTRICAL CODE N 00
v co
2020 NYS UNIFORM CODE
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION
OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A (D CD
3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W1 CHAPTERS 34-43
AND LOCAL BUILDING DEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314.
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED.
5, EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN
GROUND FLOOD FREEZING
6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF d TOPOG SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARD TEMP ANNUAL D
SNOW LOAD SPEED BORNE-BORNE FROST LINE
PROPOSED ADDITION, IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. RAPHIC WIND CATEGORY °WEATHERING° TERMITE TEMP REQUIRED INDEX z
MPH EFFECTS k REGION DEBRIS DEPTH
FOUNDATIONS, CONCRETE AND MASONARY: 1 MILE
B 3 FEET 15° YES INSERT FLOOD 599 51° w
1. ALL FOOTINGS TO BEAR UPON(FIRM,VIRGIN,UNDISTURBED SOIL. 20 PSF 130vu1t NO NO FROM THE COAST SEVERE BOF HEAVY ZONE OR NIA a °'
2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. O
O z O z
3. FOOTINGS TOREST AMIN 3'0"BELOW GRADE. U.O.N.STEP FOOTINGS @1:2RATIO MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS
_ J �
( 1'RISE MAX)
4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON Q
O a O
PLANS. (U.O.N.) ALTITUDE INDOOR DESIGN Q U)
WINTER SUMMER HEATING TEMPERATURE
5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE o O N Q
FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE Lo cn m
6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS.
7. ALL OPENINGS FOR GS FLUES, (UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 400 N 15°F 85°F 1.00 68°F 75° F 53° F
ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @
SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY W
8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING z CD
3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. Q O
3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 10° F 15 MPH 7.5 MPH 72° F MEDIUM (M) 45-55% 32 GR @ 50% RH
� U .� N
9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH
MINIMUM EMIL,POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION,
10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. T_11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 0 D
� -_
EVERY 18"O.C.HORIZONTALLY'W/FLASHED JOINT @ BR CK LEDGE OR RELIEVING ANGLE U O
U �
W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN H w U' u'
12,APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND WINTER ICE SHIELD FLOOD ANNUAL 0
I- Z Q d
DESIGN DESIGN UNDERLAYMENT HAZARD FREEZING TEMP 0 0 �
FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED SNOW LOAD SPEED d TOPOG SPECIAL BORNE -BORNE CATEGORY ° FROST LINE TEMP INDEX 0 z -
CODE LIMITS. RAPHIC WIND DEBRIS 'WEATHERING,, TERMITE REQUIRED
13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH EFFECTS k REGION DEPTH 0
Lu 0 w
" 1 MILE 3 FEET MODERATE SEE YES NO 599 51° �
PLUMBING, MECHANICAL, FUEL GAS, AIC: 20 PSF 130vu1t NO NO FROM THE COAST B SEVERE U ~
&FIRE ISLAND 0 z U _
BOF TO HEAVY BELOW
1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 v 1 w Z N
AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DE'ARTMENT.
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2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WINTER DESIGN TEMP:
a � 0 (� a I- o t�
3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68° F AT A POINT 3 FEET ABOVE THE FLOOR ON THE CESIGN HEATING DAY DWG NO
SECTIONS FOR PLUMBING CODE(CHAPTER 25-33), MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72° F HEATING, MINIMUM 75°F COOLING
AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F , DRY BULB 89°F,WET BULB 75° (2020 IPC APPENDIX D)
4. ALL WASTE AND VENTS ABOVE 17LOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B
SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE.
-USE C'FOR BOTH SOUTH SHORE AND FIRE ISLAND
5. THE EX. HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF
PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE.
84" 7'-2° 8'.8" T-4" 6"x 6"POST ANCHORED ON
24"01 x 36"FTG.BELOW GRADE
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,
1/2"A.B.@ 48"O.C.WITH
3"x 3"x 1/4"PLATE WASHER
NOTES: W o rn
2"x 6"SILL PLATE 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH Q o O
OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON N
CONCRETE WALL THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC. Q U
SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. (D J
C? ' 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL a-
`o `,� F
AT MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER
U 0 O
SQUARE FOOT WITH A MINIMUM OF T-0"COVER. () _
3. ALL CONCRETE SHALL BE 3,500 P.S.I.
(DII
1l2"A.B.@ 48"O.C.WITH W 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, w
3"x 3"x 1/4"PLATE WASHER Z Q
THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. U) 0 `-
o CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. Lu z (n
BACKFILL TO BE FREE OF WOOD,TRASH,ETC. W 0 W
"' RIM JOIST 1.MIN.7"EMBEDMENT INTO CONCRETE 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS C)
w/3"SQUARE WASHERS AND END NUT SETUP BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE ~
M0
WITH AN ELASTIC COAL TAR BASE,SELF w 0 z o Z N
2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR
<
OR REPLACED BY HOLD DOWNS FOR SHEARWALLS PRIMING BITUMINOUS PLASTIC CEMENT.
� J W
J N
1' -0"
6'-0"MAX.
3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. O_ v Q of ti
T012"MAX.FROM ENDS OR CORNERS 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT
DWG NO
4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR
MORE THAN 7PERCENT.
ANCHOR DOLT SPECIFICATION
8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. ( C L
R403.1.6 FOUNDATION ANCHORAGE LUMBER. 8
12 12
101 1 10 SHINGLES
VINYL SIDING
ih
NW N W
30N H. 30VINYL SIDINGE�F—
VINYL SIDING
IL
GRADE a GRADE GRADE GRADE
8"CONC.FOUNDATION WALL I I 8"CONC.FOUNDATION WALL
� W/8"x 16"CONC.FOOTING
W/8"x 16"CONC.FOOTING
L
4"x 4"POST ANCHORED ON
14"0 x 36"FTG.BELOW GRADE
PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION AND 4"-6"ABOVE GRADE
1/4"=1'-0" 1/411=1'-0"
12 12
10 FF— �10
INYL-SIDING
zz x(— U)
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VINYL-SIDING —VINYL SIDING VINYL SIDING— SEAL
GRADE GRADE GRADE
GRADE y
8"CONC.FOUNDATION WALL 8"CONC.FOUNDATION WALL �l
�
W/8"x 16"CONC.FOOTING 8 8"x 1 FOUNDATION WALL 8"CONC.FOUNDATION WALL W/8"x 16"CONC.FOOTING F 0 F N E`N� � W/8 x 16 CONC.FOOTING � � W/8' x 16 CONC.FOOTING �
4"x 4"POST ANCHORED ON I- ------- -L I -- — - ---- --- — -- I
— — —— ————— —————— —————— — —————
14"0x36"FTG.BELOW GRADE L�---------2 ---- ----- - -- �----- --- -- ---- - -
—— — ————— — ———— — — ———— — — ——— — ————— —————————
AND 4"-6"ABOVE GRADE
00 -
PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION rcoll�
N co�
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1/4"=1'-0" 1/4"=1'-0" N °O
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NEW 2"X 12"RIDGE a O
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NEW 2"x 10"RR 16"oc 10� 12 NEW 2"x 10"RR 16"oc U) O Q O
2-16d COMMON"HDQ8 OR
1/2"PLYWOOD SHEATHING 10 112"PLYWOOD SHEATHING "SIMPSON < _ _
#15 FELT #15 FELT "SIMPSON"PHD6 @
ASPHALT SHINGLES ASPHALT SHINGLES NAILS 6"O.C. Q o L
FOR FULL LENGTH o O � m
0
OF STUD "'
NEW 2"X10"CEILING JOISTS @ 16"OC NEW 2"X10"CEILING JOISTS @ 16"OC °
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3"CONTINUOUS SOFFIT VENT 3"CONTINUOUS SOFFIT VENT
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NEW 2"x 4"STUDS 16'oc
GARAGE NEW 2"x 4"STUDS 16"oc °< _
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10-0 VAULTED CLG Q -
VAPOR BARRIER VAPOR BARRIER `–
R-3 RIGID INSULATION BOARD R 3 RIGID INSULATION BOARD NOTE: 7/8" OHREADED ROD EMBEDDED 12 1/2"
SIDING AS SELECTED BY OWNER SIDING AS SELECTED BY OWNER ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH p Z
HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS cl)
TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH Q Z (n
GRADE GRADE
MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) W 0 W
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NEW 8"CONC.FOUNDATION WALL NEW 8' CONC.FOUNDATION WALL � - J � W N
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DETAIL a. 0- u � Q � orL
NEW 8"X 16"CONC.FOOTING NEW 8"X 16"CONC.FOOTING CORNER CONNECTION FLOOR TO FOUNDATION N.T.S.
DWG NO
NEW 4"CONC.SLAB
3
8
ICE SHIELD: ALCOA RIDGE VENT.INSTALL
2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER
MANUFACTURES PE 'S.
TOGETHER OR SELF-ADHERING POLYMER
MODIFIED BITUMEN SHEET. ROOF SHINGLES
1"AIR SPACE
#15 FELT PAPER ROOF SHINGLE. 11/4"x 20 GAUGE GALV.
1 x 2"BLOCKING. STRAP(TYP.)WITH(6)8d
1/2 CDX PLYWOOD " PLYWOOD SHEATHING. COMMON NAILS IN EACH
END OF STRAP.
#15 FELT PAPER
•• 1 11/4"x 20 GAUGE GALV.
1 STRAP(TYP.)WITH(6)8d
COMMON NAILS IN EACH
END OF STRAP.
( 1 SIMPSON •�
24"MIN. \ H 2.5A CLIP
ALL FASTENERS SHALL BE INSTALLED WITH STRICT •� �N
ACCORDANCE W/MANUFACTURER SPECIFICATIONS
RIDGE BEAM. CATHEDRAL CLG.
PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE
END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 114"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN
STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION
VALLEY FLASHING COMMON NAILS IN EACH EXISTS
ALL FASTENERS SHALL BE INSTALLED WITH STRICT END OF STRAP.
ACCORDANCE W/MANUFACTURER SPECIFICATIONS
LSSU "SKEWABLE"CONNECTOR
BY SIMPSON OR APPROVED EQUAL.
z DETAIL "A" 0 DETAIL "B" DETAIL "C" - DETAIL "D"
ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S.
R.802.3 R.802.3.1
R.905.1.2
R.802.3.1 R.802.3.1 R.802.5.1(9)
R.802.5.1(9)
L 14 MAX. L
5/8" TYPE"X" GYPSUM BOARD
2'-0"MAX CAN'T
5/8"TYPE "X" GYPSUM BOARD 1'-4" 3"
NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2" X 4" FRAMED WALL. (TYPICAL)
STRAP DOWN WALL STUD WRAPPED
INSULATION SHALL FILL FLOOR CAVITY r, \8 \
TO UNDERSIDE OF FLOOR JOISTS& SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. R-15 MINERAL FIBER INSULATION
BACK DOWN WALL STUD PARTITION.
x BETWEEN HEATED & NON-HEATED THOUGH BOLTS V-4"
SPACES. HEADER
111/2"INSULATION STEEL PLATE
FIBER STRONG RIM BOARD BY
— — MANUFACTURER @ END OF JOISTS. -
11/4"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT
11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS
STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH
COMMON NAILS IN EACH END OF STRAP.UP AND
END OF STRAP. I OVER FL JOISTS&DOWN
WALL STUD
Z DETAIL "E" 0 DETAIL 1711 0 DETAIL "G" DETAIL "H"
Ln
CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 112"=1'-0" FIRE SEPARATION @ GARAGE WALLNHEADER WI STEEL PLATE DETAIL 1/2" 1
SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 1 HOUR RATED .T.S. = '-0"
UL Design No.U333
SEAL
SHEATHING NOTE
SIDING ALL STAIRS, HANDRAILS& ��N K TFCh�j
FLASHING
CONTINUOS VENT <v �'
RAILINGS SHALL COMPLY
U W/RCNYS SEC. R-311 &R-312
I �J a
112" z Lu HARDWOOD OR STEEL HANDRAIL
s - -\'
1 1/4"AIR SPACE
BACK-FLASHING
�U W/1 1/2"MIN. FINGER CLR.AND NOT
' 1/2"MIN. BLANKET INSULATION aop TO PROJECT MORE THAN 4.5" T F 0
314"AIR SPACE (0 FROM THE WALL.
0
ROOF RAFTER w —to- w
= cn
3/4"O LAG BOLTS TOP 00
BOTTOM @ 24"O.C.MAINTAIN
2"EDGE @ END DISTANCES. 00
9, 00
WOOD STRINGER,
— M
M TREADS,&RISERS N
00
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N 00
PRE-MOLDED
M M
EXPANSION JOINT. co co
1 1/4"NOSING
z %i/r D ETA I L "V" MINIMUM WIDTH OF STAIRS TO BE 3'-0"
ROOF VENTILATION N.T.S. W
z2� DETAIL "K"
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STAIR AND RAILING DETAIL N.T.S.
W
QY
W cr_
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12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER o z ° zi
Q
Q 5 R.R./C.J. TO DWELLING ROOF CONNECTION CONNECTION DETAIL Q o
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TECO'S 2"x 10"FLOOR JOISTS JO Q O
2"x6"R.R.@ 16"O.C. Q H ::D (n
2"x6"R.R.@ 16"O.C. HEADER AS PER >_
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2-2"x10"HEADER 6"x 6"P.T.SOLID WOOD POST � p
112°LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY
COV. @ 24"O.C. SIMPSON STRONG TIE Q O O
PORCH TECO'S Q U N
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8"x 36"FTG.BELOW GRADE STRAPPING ® 16" Q
DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. AND 4"-6"ABOVE GRADE Y"O LAG SIMPSON 1212T
FILLER STRIP �
6-8d COMMION BOLTS @ 16' EA. d w Q
6-8d COMMION O 0 CD U
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112°LAG.BOLT 3-10d COMMON QIl ' AB POST BASE BY SIMPSON w 0 (n
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@ 24"O.C. d U w
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GRADE 5/8"ANCHOR BOLT 'N, DETAIL "IV" �� �� p 0 w 0 = = w CO
0 DETAIL 0 0 � J w N
@ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL a co of Q '
FLJ TO DWELLING PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. POST CONNECTION DETAIL NTS Q ~ o
CONNECTOR POST W/CONC. CONNECTION DWG NO
DETAIL "M"
PORCH CONNECTION DETAILS N.T.S. 4
8
THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE
INSTALL I"RIGID INSULATION �
CU-TO FIT BETWEEN THE RAFTERS.
FOAM SEAL BOTH SIDES ALONG / CONTINUOUS BEAD
RAFTER WITH EXPANDING FOAM SEALANT. / OF SEALANT
ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS MAINTAIN EQUAL VENT SPACE / VENTED AIRSPACE _ _
CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R4O1.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION = CONTINUOUS BEAD
OF SEALANT
SEC.C5O1.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS // ATTIC INSULATION _ CONTINUOUS MINIMAL
C5O1. SEC. R4O2.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH
CEILING GYPSUM BOARD EXPANDING FOAM AT
SEC.C5O1.4: COMPLIANCE - COMPLIES SEC. R4O2.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS.
INST4LL 1"RIGID AS AIR BARRIER WINDOW PERIMETER
SEC.C5O1.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSLLATION VERTICALLY TO / - - -- CONTINUOUS BEAD
CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - CONgECTINSULATING SHEATING / OF SEALANT
TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. TO RIGID INSULATION BAFFLE // CONTINUOUS BEAD
SEC. R4O3.1: HVAC CONTROLS - COMPLIES I OF SEALANT
SEC.C5O2: ADDITIONS - APPLICABLE. SEC. R4O3.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAL SEAL BOTH JOINTS /
SEC C5O2.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW UNIT AS
SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R4O3.3.3: DUCT TESTING - N/A /
WINDOW PERIMETER AIR BARRIER
SEC.C5O2.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R4O3.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT
SEC.C5O2.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C4O3. FRAMING CAVITIES TO
CONTINUOUS MINIMAL
SEC.C5O2.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS.
C4O4. SEC. R4O3.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM EXPANDING FOAM AT
1112"RIGID INSULATION WINDOW PERIMETER
SEC.C5O2.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C4O5. INSULATION AROUND PIPING.
CONTINUOUS BEAD
SEC.C5O2.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R4O3.5.1: HEATED WATER CIRCULATION Et TEMPERATURE
WINDOW UNIT AS OF SEALANT
SEC.C5O2.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C4O5.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL
AIR BARRIER CONTINUOUS BEAD
AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS OF ADHESIVE
SEC.C5O3: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMALCONTINUOUS BEAD
SEC.C5O3.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R4O3.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT
SEC.C5O3.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R4O3.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER
SEC.C5O3.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN
THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM CONTINUOUS BEAD
SEC.C5O3.3.1: ROOF REPLACE=MENTS - COMPLIES. REQUIRED BY DETAIL. " A" C SEALANT
SEC.C5O3.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. CONTINUOUS BEAD
SEC.C5O3.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R4O3.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. ADHESIVE
1
SEC.C5O3.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT CEXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD
OF SEALANTO TS BEAD
SEC.C5O3.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEAL
SEC.C5O3.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R4O3.1O: POOLS Et INGROUND PERMANENT SPA ENERGY
SEC.C5O3.6: LIGHTING SYSTEMS - COMPLIES. CONTINUOUS SILL SEALER
//�///� -FULL WIDTH OF MUDSILL
TABLE R402.4. 1 .1 AIR BARRIER AND INSULATION INSTALLATION ll, %i�%i� ARUNDATIOBARRIER WALL AS
CONTINUOUS BEAD ° AIR CRETE LAB AS
OF SEALANT \\111\\ °
COMPONENT AIR BARRIER CRITERIAINSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA / VENTED AIRSPACE
ATTIC INSULATION
A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or
the building envelope. a sealing material. narrow cavities shall be filled by insulation /
Narrow cavities INSTALL1"RIGID ROUGH CUT
General requirements The exterior thermal envelope contains a that on installation readily conforms to the AROUND VENTILATION CHUTE /
continuous air barrier. available cavity space.
-AIR SEAL PERIMETER WITH /
Breaks orjoints in the air barrier shall be EXPANDING FOAM SEALANT
sealed. Air sealing shall be provided between the /
/
The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit Garage separation garage and conditioned spaces.
/ RSEALING 11 11 DETAIL B
shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT
gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building N.T.S.
Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC
Access openings,drop down stairs or knee drywall. rated. 11/2"RIGID INSULATION
wall doors to unconditioned attic spaces
shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL
The junction of the foundation and sill plate Cavities within corners and headers of frame around wiring and plumbing in exterior walls,
Plumbing and wiring or insulation that on installation readily EXTERIOR INSULATED WALL
shall be sealed, walls shall be insulated by completely filling conforms to available space shall extend
The junction of the top plate and the top of the cavity with a material having a thermal
exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring.
Walls Knee walls shall be sealed.
Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs » » RIGID INSULATION SHEATHING
walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. DETAIL. C
"R-VALUEITHICKNESS PER CLIMATE
and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS)
1" RIGID INSULATION AS ATTIC EAVE N.T.S
The space betveenwindow/doorjambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER W
Windows.skylights and doors framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or z
sealed. air-sealed boxes shall be installed. L
>
LLJ
Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots That penetrate building
2X LEDGER ON TOP OF
thermal envelope shall be sealed to the
Rim joists HVAC register boots P
subfloor or drywall.
RIGID INSULATION
The air barrier shall be installed at any Floor framing cavity insulation shall beSEAL
exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire
the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner ATTIC INSULATION c,�t�F�NDK ARC
Floors(including above garage and
framing cavity insulation shall be permitted that is recommended by the manufacturer.
to be in contact with the top side of
cantilevered floors) Concealed sprinklers Caulking or other adhesive sealants shall not
sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler
the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING ~
from the bottom to the top of all perimeter /
floor framing members.
SHEATH INTERIOR OF �X
ATTIC ACCESS TO
Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue +1"OF INSULATION LEVEL �)
r--- �o
~ Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION
F OF NE`s
with overlapping joints taped. the crawlspace walls. space shall be sealed.
ACCESS PANEL
-DRAW ACCESS PANEL SNUG
TABLE R402.1.2 WITH PERIMETER SCREWS
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT . ..,,. TRIM ASREQUIRDED
It 00
r,- " ,% �,-• ;�,,,., ,,, ,• FINISHED CEILING 00 -
GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc .."1hs�, , '" +^ .* �i, `• A f" C14 co
CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL �- _i -4, -'K » » » »
ZONE U-FACTOR b U-FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE _-�� x �'1, ,r °' - ~ ^ of DETAIL D DETAIL EN 00
+ 1on3 10.2 FT 10113 - "�� '': AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1 N.T.S CD C°
'` '*" y� �' RIGID INSULATION SHEATING
4 0.32 0.55 0.40 49 20 OR 13 5 8113 19 "
5 0.30 0.55 NR 49 20 OR 13+5h 13/17 309 15/19 10.2 FT 15119
g
6 OPTION 1 0.30 0.55 NR 49 OR h 15/20 3015/19 10.4 FT 15119 W
13+10 72
Z
9 d a t J $1 d
6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30 15119 10.4 FT 15119 ' .a i 1a i W
t Y
NR=Not Required. k >. ' i s W r-
For SI:1foot=304.8 mm. -' I f �i �- -► ATTIC INSULATION d }
O
a t PREFAB Q r
FIREPLACE UNIT SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED > 0 Lij
Z
A. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN O Z
p, a U r ., a .J W
THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. ` I 1 q �- w„,, F RIGID INSULATION"R-VALUEIDEPTH PER CLIMATE" Q 0 �
B. THE FENESTRATION U-FACTOR CO'-UMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. t a ,;„ t g w tr 4,. T 0 Q 0
C. "10/13"MEANS R-10 CONTINUOUS IIJSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT - ;.' ,` "x '.,: Im 11 1111 ] [ 111 [
"'. .
•" INSULATED EXTERIOR
WALL."15/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE STUD WALL Q ~
BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15/19"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 :'a' i :-, ;,',r
CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. '; "; ' r °' O O N Q
4i; a },,. a. ,.; 5 INSTALL INTERIOR rn cn m
D. R-5 INSULATION SHALL BE PROVIDE-D UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. atw - 's x, ,..,� SHEATING PRIOR TO
AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. - i' k "u„;=' INTALLATION OF PREFAB
c' A 7 ;° .#., " t ;f FIREPLACE UNIT MECHANICAL LATCH TO
E. RESERVED. , t ^, a 1 j ATTIC FLOOR FRAMING PRESSURE
SEAL AT
F. RESERVED. ' x.nlwa6< , ;- r a
G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. �`I
H THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION,THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION
PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL o W �
I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE O Q Oz O
INTERIOR OF THE MASS WALL. p N
N.T.S. COMPRESSIBLE WEATHERSTRIPPING 11 U 0
CONTINUOUS BEAD OF SEALANT AT PERIMETER OF ENCLOSURE Q J
MANUFACTURED RECESSED LIGHT ENCLOSURE 0
TABLE R402.1 ,4 a ATTIC INSULATION O o MANUFACTURED PULL Q -
DOWN STAIR
EQUIVALENT U-FACTORS ATTIC TRUSS Q = v O o
WOOD FRAME FLOOR ASSEMBLY U -_
CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE
ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR LI-FACTOR U-FACTOR WALL WALL W 0 w
W
b U-FACTOR U-FACTOR
F_ �
z �
4 0.32 0.55 0 026 0.060 0.098 0.047 0.059 0.065 - d
= G f1 )) Q z
5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 _ DETAIL H w o U)
W
6 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055A1 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S p U
A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. EXPNADING SEALANT AT PEIMETER a. w CL 9 tz
W Z N
B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.WHERE MORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING w
z
0 = = co
INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.065 IN CLIMATE RECESSED LIGHTING FIXTURE 0 ll J U)J U W < N
F'-' f`
ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. Q
C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT DWG NO
NOT EXCEED 0.360.
DETAIL " F" DETAIL " G" 5
AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S
MANUFACTURED FIREPLACE ASSEMBLY
2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE
2020 RESIDENTIAL CODE OF NEW YORK STATE
TABLE R602.10.3(1)
NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND
ITEM DESCRIPTION Of:BUILDING ELEMENTS SPACING AND LOCATION ITEM
- OF FASTENER a,b,c BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED
EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS
FLOOR30- FOOT MEAN ROOF HIEGHT
ROOF 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE
4-8d box(2 1/2"x 0.113); or 2 BRACED WALL LINES
4-8d box(2112"x 0.113")or 3-8d common(2112"x 0.131") ;or
1 Blockingbetween ceiling joists or rafters to to Toe nail 21 Joist to sill,top plate or girder Toe nail METHODS
91 P 3-8d common(2112"x 0.131"):or
plate 3-1 Od box(3"x 0.128"):or 3 3"x 0.131"nails WIND SPEED STORY LOCATION SPACING
3-10d box(3"x 0.128");or METHODS
INE
3-3"x 0.131"nails METHOD LIB b METHOD GEI DWS, WSP ,SFS, CS-WSP,CS-G,
(MPH) (FEET) PBS, PCP, HPS,
4-8d box(2112"x 0.113")or per 01st,Toe nail 8d box(2112"x 0.113") 4"o.c.toe nail BV-WSP, ABW, PFH, CS-PF PFG,CS-SFB c
2 Ceiling joists to top plate 3-8d common(2112"x 0.131"):or J
3-1 Od box(3"x 0.128"):or 22 Rim joist,band joist or blocking to sill or 8d common(21/2"x 0.131");or 10 4.0 4.0 2.5 2.0
top plate(roof applications also) 1 O box(3"x 0.128");or 6"o.c.toe nail
3 3"x 0.131"nails 20 7.0 7.0 4.0 3.5
3"x 0.131"nails
Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.128");or Face nail 30 10.5 10.5 6.0 5.0
3 3-8d box (2112"x 0.113");or •:�
over partitions[see Sectiors R802.3.1,R802.3.2 3-16d common(3112"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(2112"x 0.131");or face nail ; ;, 40 13.5 13.5 8.0 6.5
and Table R802.5.1(9)] 4-3"x 0.131"nails50 16.5 16.5 9.5 8.0
3-10d box(3"x 0.128");or
2 staples,l"crown,16 ga.,13/4"long 60 19.5 19.5 11.5 9.5
4 Ceiling joist not attached to parallel rafter Table R802.5.1(9) Face nail
(heel joint)[see Sections R802.3.1 and R802.3.2 3-16d box(3112"x 0.135");or Blind and face nail 120 10 7.5 7.5 4.5 3.5
and Table R802.5.1(9)] 24 2"subfloor to joist or girder 20 14.0 14.0 8.0 7.0
2-16d common(31/2"x 0.162")
5 Collar tie to rafter,face nal or 11/4"x 20 ga. 4-1 Od box(3"x 0.128");or
20.0 20.0 11.5 9.5
Face nail each rafter 30
ridge strap to rafter 3-10d common(3"x 0.148');or 40 25.5 25.5 15.0 12.5
9 P 25 2" tanks lank&beam-floor&roof) 3-16d box 3112"x 0.135" ;or ` '
4-3"x 0.131"nails
p (p f) ( ) At each bearing,face nail
2-16d common(3112"x 0.162") 50 31.5 31.5 18.0 15.5
3-16d box nails (31/2"x 0.1135");or 60 37.5 37.5 21.5 18.5
6 Rafter or roof truss to late 2 toe nails on one side and 1 toe nail 3-16d common 3112"x 0.162"
P 3-10d common nails (3"x 0.148");or ( )
on opposite side of each rafter or 26 Band or rim oast to joist 4-1 Od box 3 x 0.128" or End nail 10 NP 11.0 6.5 5.5
4-10d box(3"x 0.128"); or J 1 ( �� )
4-3"x 0.131"nails truss 4-3"x 0.131"nails;or 20 NP 20.5 11.5 10.0
4-16d (31/2"x 0.135");or Toe nail 4-3"x 14 ga.staples,7116"crown 30 NP 29.0 17.0 14.5
3-10d common(3112"x 0.1148"); or Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5
4-1 Od box(3"x 0.128"); or 20d common(4"x 0.192");or at top and bottom and staggered. 50 NP 47.0 27.0 23.0
7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 1 Od box(3"x 0.128");or 24"o.c.face nail at top and bottom 60 NP 55.5 32.0 27.0
roof rafter to minimum 2"ridge beam 3-16d box(31/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides
2-16d common(31/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5
3-1 Od box(3"x 0.128"); or 2-20d common(4"x 0.192");or Face nail at ends and at each
3-10d box(3"x 0.128");or splice
3-3"x 0.131"nails 20 8.5 8.5 5.0 4.0
WALL 3-3"x 0.131"nails 30 12.0 12.0 7.0 6.0
4-16d box (3112"x 0.135");or 40 15.5 15.5 9.0 7.5
8 Stud to stud(not at braced wall panels) 16d common (31/2"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(31/2"x 0.162");or At each joist or rafter,face nail �J 50 19.5 19.5 11.0 9.5 2ND FL
10d box(3"x 0.128");or 4-1 Od box(3"x 0.128");or 60 23.0 23.0 13.0 11.0
3"x 0.131"nails 16"o.c.face nail 4-3"x 0.131"nails
16d box(31/2"x 0.135");or 10 8.5 8.5 5.0 4.5
9 Stud to stud and abutting stud at intersecting 12"o.c.face nail 29 Bridging to 2 10d 3"x 0.128" Each end,toe nail
wall corners(at braced wall panels) 3"x 0.131"nails 9 9 1 ( )
16d common(3112"x 0.162" 16"o.c.face nail 5130 20 16.0 16.0 9.5 8.0
NUMBER AND TYPE
30 23.0 23.0 13.5 11.5
16d common(31/2"x 0.162") 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0
10 Built-up header(2"to 2"header with 1/2"spacer) OF FASTENER a,b,c 50 37.0 37.0 21.5 18.0 1ST FL
16d box 31/2"x 0.135" 12"o.c.each edge face nail Intermediate( ) Edges su ports 60 44.0 44.0 25.0 21.5
5-8d box(21/2"x 0.113");or (inches) inches)
11 Continuous header to stud toe nail 10 NP 13.0 7.5 6.5
4-8d common(21/2"x 0.131"); or
4-1 Od box(3"x 0.128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing 20 N P 24.0 13.5 11.5
[see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0
12 Top plate to top plate 16d common(3 112"x 0.162") 16"o.c.face nail 40 NP 44.5 25.5 22.0
10d box(3"x 0.128");or 12"o.c.face naili 50 N P 55.0 31.5 2 6.5
3"x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall) '°
8-16d common 3112"x 0.162" ;or 30 3" '" f 60 N P 65.0 37.5 31.5
Double top plate splice for SDCs A-D2 with ( ) 8 8d common(21/2"X 0.131")nail(roof); 6 12
seismic braced wall lines spacing<25' 12-16d box(3112"x 0.135");or face nail on each side of end joint 2„ I
P 9 . . or RSRS-01;(2 e x 0.113")nail(roof)
12-10d box(3"x 0.128");or (minimum 24"lap splice length each 10 5.5 5.5 3.0 2.5
13 12-3"x 0.131"nails side of end joint) 0
8d common nail(2112"X 0.113"); 20 10.0 10.0 5.5 5.0 Z
Double top plate splice SDCs DO,D1,or D2; 3 O
12-16d(3112 x 0135") 31 -1" or RSRS 01;(2 8'x 0.113")nail(roof)t t 30 14.0 14.0 8.0 7.0 �
and braced wall line spacing>25' 6 12
40 18.0 18.0 10.5 9.0 w
14 Blocking between ceiling Joists or rafters
16d common (31/2"x 0.162") 16"o.c.face nail 50 22.5 22.5 13.0 11.0
to top plate 16d box(3112"x 0.135");or
60 26.5 26.5 15.0 1:3.0
12"o.c.face nail 10d common 3"X 0.148" nail
3"x 0.131"nails 32 1 g' 1 a' ( )
15 Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135") ;or 3 each 16"o c.face nail or 8d(2 'x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 5.0 SEAL
.5140
20 18.5 18.5 11.0 9.0 ARE D ARC
2-16d common(31/2"x 0.162");or 2 each 16"o.c.face nail
blocking at brace wall panel) Co N.K.
4-3"x 0.131"nails 4 each 16"o.c.face nail 30 27.0 27.0 15.5 13.0 �F� Fye T
4-8d box(21/2"x 0.113");or@ 50 i1
Otherwall sheathing g 40 35.0 35.0 20.0 17.0 Q
3-16d box(31/2"x 0.135");or410 * -
4-8d common(21/2"x 0.131");or Toe nail 60 51.0 51.0 29.0 25.0 u�` { s, i o
33 fiberboard
structural cellulosic 1 galvanized roofing nail, /
4-10d box(3"x 0.128");or �'g g „_
t6 Top or bottom plate to stud 4-3"x 0.131"nails fiberboard sheathing 3 6 10 NP 15.0 8.5 7.5 j� �``�
head diameter,or 18'long 16ga.staple 9 - Q
3-16d box(3 1/2"x 0.135");or with'or 1"crown 20 NP 27.5 16.0 13.5 lF ` \ \
2-16d common(31/2"x 0.162");or End nail 30 NP 39.5 23.0 19.5 0 F N E
3-10d box(3"x 0.128");or 34 32"structural cellulosic 14"
3-3"x 0.131"nails fiberboard sheathing galvanized roofing nail, 3 6 40 NP 51.5 29.5 2.5.0
'"head diameter,or 1' Ion 16 a staple
;;- 50 NP 63.5 36.5 31.0
3-10d box(3"x 0.128");or i� 9 9 p
17 Top plates,laps at corner is and 2-1164 common(31/2"x 0.162");or Face nail with-17"or 1"crown 60 NP 75.5 43.0 316.5
intersections 3-3"x 0.131"nails
35 gypsum sheathing d 1 z'galvanized roofing nail;staple galvanized,
00
3-8d box(21/2"x 0.113");or ,,, , TABLE R602.10.3 2 co
18 1"brace to each stud and plate 2-8d common(2112"x 0.131"); or Face nail 1 long,18'screws,Type W or S 7 7 ( ) CO
2-10d box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1 .0 0 N
2 staples 13/4"
d1 4"galvanized roofing nail;staple galvanized, o�
36 �"gypsum sheathing b �=
19 1"x 6' sheathing to each bearing 3-8d box(21/2"x 0.113");or 5 5" ADJUSTMENT FACTO
2-8d common(21/2"x 0.131"); or Face nail 18'long,1 gscrews,Type W or S 7 7 ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS ro m
2-1 Od box(3"x 0.128");or TABLE R602.10.3(1)BY THIS FACTOR]
2 staples,l"crown,16 ga.,1 3/4"long
Wood structural panels,combination subfloor underlayment to framing
3-8tl box(2112"x 0.113");or B 1.00
3-8d common(21/2"x 0.131"); or ONE-STORY C 1.20
3-10d box(3"x 0.128");or 3" 6d deformed(2"X 0.120")nail; STRUCTURE
20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,13/4"long Face nail 37 a and less D 1.50
or 8d common(2"'x 0.131")nail 6 12 B 1.00 z
Wider than 1"x 8" 1 EXPOSURE CATEGORY TWO-STORY C 1.30
4-8d box(2112"x 0.113); or �
STRUCTURE w
3-8d common(21/2"x 0.131") ;or 38 e 1 8d common(2 'x 0.131")nail D 1.60 > Y
3-1 Od box(3"x 0.128");or or 8d common(2�'x 0.120")nail Q 0_
4 staples,V crown,16 ga.,1 314"long 6 12 THREE-STORY B 1.00 J M O
C 1.40 O
39 1 _14 10d common(2"'X 0.148")nail; STRUCTURE D 1.70 < - Q w
or 8d deforomed(2 'x 0.120")nail 6 12
<_5 FEET 0.70 0 z z
10 FEET 1.00 = o � LU
ROOF ONLY 15 FEET 0 Q
O C O
20 FEET 1.60 Q = -
<_5 FEET ALL METHODS o D
0.85 o O N Q
2 ROOF EAVE-TO-RIDGE ROOF+ 1 FLOOR 10 FEET 1.00 LO W m
HEIGHT 15 FEET 1.15
2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STA-E 20 FEET 1.30
<_5 FEET 0.90
TABLE R602.3(3) TABLE R602.10.410 FEET 1.00
ROOF+2 FLOORS `-
BRACING METHODS 15 FEET 1.10 W20 FEET NOT PERMITTED CD ZCD
REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c Continuous Sheathing Method 8 FEET 0.90
MINIMUM ULTIMATE DESIGN Q O N
MINIMUM NAIL MINIMUM WOOD CONNECTION CRITERIA 9 FEET 0.95 J
NOMINAL PANEL NAIL SPACING WIND SPEED V ult 3 WALL HEIGHT ANY STORY 10 FEET 1.00 J
STRUCTURAL MAXIMUM WALL m METHOD MATERIAL MINIMUM THICKNESS FIGURE
PANEL (mph) � ADJUSTMENT �
PANEL SPAN STUD SPACING win exposure categoryFasteners Spacing 11 FEET 1.05 0 z
SIZE PENETRATION THICKNESS EDGES FIELD W Q
(INCHE;i) RATING (INCHES) (INCHES) 12 FEET 1.10 0 -
(INCHES O.C.) (INCHES O.C.) g C p = F- O O
Exterior sheathing per 6"edges 12"field 2 (� '
6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 1.00 U (Y
2 0"x 0.113" CS-WSP Table R602.3(3) NUMBER OF BRACED Q r-
,y 4 WALL LINES(PER PLAN ANY STORY f- �` w _
( � ) - 3 1.30 � II
Continuously sheathed 1/2 DIRECTION > 1.45 LU 5 1.60 ~ Z
16 6 12 170 140 135 Interior sheathing per Varies b fastener cn
p (22. COMMON 1.75 24/16 7/16" Wood structural panel Table R602.3(1)or R602.3(2) y FASTENED TO THE END 0 Z -
.5"x 0.131") ""' �''
24 6 12 140 115 110 'i`* "'I`�I` 5 ADDITIONAL 800-POUND TOP STORY ONLY STUDS OF EACH BRACED 0 80 DWB„WSP,SFB O LLJ
HOLD-DOWN DEVICE WALL PANEL AND TO THE PBS, PCP, HPS, O 0 p
FOR Sl:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. FOUNDATION OR FRAMING BELOW
A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with w �- ~ H Z N
panel strength axis perpendicular to supports. DWB„WSP,SFB O O Z = = w (O
OMITTED FROM INSIDE FACE X J -) W < N
B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in 6 INTERIOR GYPSUM BOAR ANY STORY 1.40 PBS, P'CP, HPS,CS v (� i- o '
FINISH OR EQUIVALENT OF BRACED WALL PANELS Q ti
accordance with Section R602.10. ( ) WSP,CS-G,CS-SFB
C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 2410 span rating.Plywood siding rated 16 o.c.
DWG NO
or 24 o.c shall be permitted as an alternate to panel with a 24116 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 4 INCHES O.C.AT PANEL EDGES,
more than 16 inches on center.
7 GYPSUM BOARD ANY STORY 0.70
INCLUDING TOP AND BOTTOM GB ( � �
FASTENING PLATES,AND ALL HORIZONTAL � 6
JOINTS BLOCKED
8
8d@ 6"oc toed in L
along braced wall Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B
Exposure B Dead Load Assumptions: Roof Assembly DL= 10 psf
Three Second Gust wind 90 100 110 120 130 THREE SECOND GUST WAND
TOP PLATE 6" Seed (moh) SPEED (mph) 90 100 110 130 90 100 110 130
q STRUCTURAL SHEATHING
ROOF SPAN Number of 8d Common Nails or 10d Box Nails
@ 6"O.C. ON EDGES E F E E F E
8d COMMON NAILS ROOF PITCH
F 00 in each end of 1-Y"x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,2,3,4
II II II F E F
ONLY Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224
Ir�) ng Locaon: (inches, o.c.) or 10d Box Nails (Inches"o.c.) 16 2 2 2 4 126 178 235 298
1/2" MIN. STRUCTURAL TOP PLATE Sheathing ti
WOOD PANEL = 8d COMMON NAILS 126 12 6 12 6 12 6 12 6 12 3:12 24 2 3 3 5 189 267 353 447
@ 12"O.C.ON
6
FIELD ONLY
AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION � 16 6 12 6 12 6 12 6 12 6 72 28 2 3 4 6 220 311 412 522
Interior Zone � 32 3 3 4 7 252 356 471 597
19.2 6 12 6 12 6 12 6 6 6 12 36 3 4 5 7 283 400 529 671
SOLID BLOCKING BETWEEN
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 12 1 1 2 2 79 111 145 183
FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 24 6 12 1 6 12 6 6 6 6 6 12 16 1 2 2 3 106 147 193 244
W/ �
16 d COMMON NAILS @ 16"O.C. 5 "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN PLATES 8d COMMON @ 6"OC ALONG 20 2 2 2 4 132 184 242 305
LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366
ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 124 6 124 6 124 28 2 3 3 5 185 258 338 427
'e OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488
SILL PLATE • LENGHT OF BRACED WALL PANEL Perimeter Edge 16 6 12 6 124 6 124 6 s 6 s 36 2 3 4 6 238 332 435 549
MIN.. USE SIMPSON SET EPDXY-TIE
Zone 12 1 1 1 62 87 114
ANCHOR ABOLTSa 3 HIGH STRENGTH EPDXY ADHESIVE 19.2 6 124 6 124 6 6 6 6 6' s' 16 1 1 2 2 83 115 152 192
4 20 1 2 2 103 144 190
� E 3
TO SECURE ANCHOR DRILL /4 s 124 s s s' s' s' s' s' s' 5:12 24 2 2 2 3 124 173 228 287
3-16d@16"oc DIAM. HOLE FOR EPDXY. FOLLOW 24
along braced wall 28 2 2 3 4 144 202 265 335
MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/ Lookout Block 6' 6' 63 6' 63 6' 4 4 4' 4 32 2 2 3 4 165 231 303 383
36 2 1 3 3 1 5 186 260 341 431
TO PERPENDICULAR RAFTER. able Endwall Rake or Rake Truss w/o Rake Overhang s s s s s s s s s' s' 12 1 1 1 2 57 79 103 130
16 1 1 2 2 76 106 138 173
BOARD SHEATHING 201 2 2 3 95 132 172 216
Rafter/Truss Spacing Minimum Number of 8d Common Nails
END SHEARWALL SLAB ON GRADE 6:12 24 1 2 2 3 115 158 207 260
SheathingSize pp 28 2 2 2 4 134 185 241 303
(inches, o.c.) or 10d Box Nails per Support 32 2 2 3 4 153 211 276 346
1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 1 36 2 2 1 3 4 172 1 237 310 389
1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 12216 1 1 2 2 75 100 130 162
L 20 1 2 2 3 94 125 162 203
7:12-12:12 24 1 2 2 3 113 150 194 243
E-NAIL SPACING AT PANEL EDGES(in.) 28 2 2 2 3 132 175 227 28432 2 2 3 4 151 200 259 324
8d
F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365
�
alo6"oc toed in ng braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not
GABLE END located within 8 feet of building corners.ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT
REQUIREMENTS SHALL BE USED. 2. Tabulated ridge connection loads assume a buiding located in Exposure B.
/C LG JTS 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead
2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED To RAFTER/TRUSS
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load (0.6x10psf).
8d 6"oc toed in FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL
TOP PLATE @ (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): - 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge
along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C.
6" strap spacings, multiply the tabulated values by the appropriate multiplier below.
1/2"MIN. STRUCTURAL FOR STRAP- 3 8 d COMMON NAILS EA.END OF STRAP 3, TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS
CLG JTS @ FRAMING MEMBERS WITH G >0.49F RFRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spacing(in.) 12 16 19.2 24 48
WOOD PANEL 8d COMMON NAILS L L SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00
PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS q P q g
@ 6"O.C.ON EDGES TOP PLATE 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing
6 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1, the ridge strap and additional nailing is not required.
ONLY SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of
5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number
= 8d COMMON NAILS o of 12d box nails in each end of the collar tie need not exceed the toulated number of 10d box
3-16d@16"oc @ 12"O.C.ON 8d COMMON NAILS nails in a steel strap.
along braced wall FIELD ONLY @ 12"O.C.ON 7. 14" 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent.
AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 5/8 "DIAM.ATR(ALL THREADED 8d COMMON NAILS
FOR C OF EA.PLATE TO PLATFORM BELOW- ANCHOR, EMBEDMENT LENGTH @ 6"O.C.ON EDGES UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B
d COMMON NAILS @ 16"D.C. (ROOF-TOeaWALL, WALL-TO-WALL, WALLFOUNDATION) CORNER HOLD DOWN DETAILS O Z
OF ANCHOR IN CONCRETE IS 10" ONLY
3-16d@16"OC Dead Load Assumptions: Roof/Ceiling AssemblyY DL DL= 15 psf -
FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16 O.C. >
HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in THREE SECOND GUST WINDLi
`t along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 100 110 120 130
SILL PLATE TO SECURE ANCHOR, DRILL 3/4„ SPEED (mph)
ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST = FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP
MANUFACTURER'S INSTRUCTIONS. L L FRAMING SPACING ROOF SIAN Number of 8d Common Nails or 10d Box Nails "SIMPSON"HDQ8 OR SEAL
PLATFORM BELOW- 1 16d COMMON NAILS @ 16"O.C. (in.) (RY) in each end of 1- ' x 20 gage strap 1,2,3,4 2-16d COMMON
POURED CONCRETE/ "SIMPSON"P-I NAILS @ 6"O.C. �
MASONRY TOP PLATE 6,• 16 1 2 2 3 0 �SN.K.
FOR FULL LENGTH
FOUNDATION 20 2 2 2 3 0 °° OF STUD <c ri ��
0 8d COMMON NAILS 12 24 2 2 3 3 l 'A"
@ 12"O.C.ON 28 2 2 3 4
° ua.
/� p
TEND S H EARWALL ON FOUNDATION 1/2"MIN.STRUCTURAL FIELD ONLY 32 2 3 3 4
f'
= WOOD PANEL 12 2 2 2
8d COMMON NAILS 9� J, y
16 2 2 3 ` ' c
WALL @ 6"O.C. ON EDGES 20 2 2 3 4
F OF NE��
ONLY16 24 2 3 3 4
3-16d@16"oc 28 2 3 4 5
along braced wall 32 2 3 4 5
36 3 4 4 6 °°
12 2 2 3 3 °
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 ° 00
L FLOOR OIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 20 2 3 4 4 BLOCKING @ °° 00
19.2 24 2 3 4 5 ENDWALL M
M 11
_ 4 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 N 00
00
.1
SILL PLATE L L 32 3 4 5 6 N
PLATFORM BELOW- 1 16d COMMON NAILS @ 16"O.C. 36 3 4 5 7 "SIMPSON"HDQ8 OR
ANCHOR BOLTS
8d @ 6"oc toed in 16 2 3 4 5 "SIMPSON"PHD6m m
along braced wall 20 3 3 4 5
CLG JTS POURED CONCRETE/ 24 24 3 4 5 6
MASONRY 28 3 4 5 7 NOTE:
TOP PLATE FOUNDATION 32 3 5 6 7
6„ 36 1 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD
2 STORY BRACED WALL PANEL DOWNS,&ADHESIVES TO BE
INSTALLED AS PER L>J
1. Prescriptive limits are based on assumptions of Table 3.4 �
2. Tabulated uplift connection requirements assume a building MANUFACTURER'S SPECIFICATIONS w
located in Exposure B. Q
3. Tabulated uplift connection requirements assume a roof andLij
Y
ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a DETAIL D M O
= ceiling assembly is not present or if the ceiling assembly is not O - }
Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. QQ �:
shall be increased by 1 nail at each end of the strap. O z
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. for Wind Loads - Exposure B 4. Minimum ASTM A653 Grade 33 steel strap. O z �
(ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS):
< J LLJ
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust wind g0 100 110 120 13 J J 0
O Q O
8d Ccs 6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLATE TO Speed (mph) Q � � (/)along braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. STRUCTURAL SHEATHING p
FLOOR JOIST
E F E F E F E F E F Ln O CV C0
SIMPSON HOLDDOWN W/ 5/ "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON
8 Sheathin Location Stud Spacing Maximum Nail Spacing for 8d Common Nails „
6„ ATR(ALL THREADED ROD) 9 (inches, o.c.) or 10d Box Nails (inches, o.c.) SIMPSON PHD6 NAILS @ 6 O.C.
C:) SEE THIS SHEET FOR DETAIL FOR FULL LENGTH
12 6 12 6 12 6 12 6 12 6 12 OF STUD
o rn
• 8d COMMON NAILS Interior Zone s 72 s 72 s 12 s 12 s 12 °° W �
@ 6"O.C.ON EDGES 16 ° < Z O
1/2"MIN.STRUCTURAL ONLY 24 6 12 6 12 6 12 6 6 6 124 °° � O CN
�
WOOD PANEL 8d COMMON NAILS 0 J N
_ @ 12"O.C. ON 12 6 12 6 12 6 12 6 12 6 12
4" EDGE ZONE
FIELD ONLY O I l �W O _
16 6 12 6 12 6 12 6 12 6 12 a,
3-16d 16"oc I ,, U _
along braced wall SIMPSON HOLDDOWN W/ 5/8 "DIAM. 24 6 12 6 12 6 12 6 124 6 124 a U O
ATR(ALL THREADED ROD) < 0 w I I
i
ANCHOR, EMBEDMENT LENGTH OF W Z v BOARD SHEATHING or LAP SIDING U)
ANCHOR IN CONCRETE IS 10"MIN.. (n (�
USE SIMPSON SET EPDXY-TIE HIGH Rafter/Truss o Spacing
FLOOR JOIST- Sheathing Size (inches,o.c.) Minimum Number of 8d Common Nails or 10d � Z U)STRENGTH EPDXY ADHESIVE TO Box Nails per Support NOTE: W W
a. 7/8" OHREADED ROD EMBEDDED 12 1/2"
SILL PLATTE SECURE ANCHOR, DRILL 3/4"DIAM. 1x6 or 1x8 Sheathing 12-24 2 2 2 2= 2 ALL STRAPPING,ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH O I
HOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS v W 0 LU Z N
ANCHOR BOLTS MANUFACTURER'S INST UCTIONS. TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH 0 Z _ = w CO
E-Nail spacing at panel edges(in.) p w
MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) - --I W � N
POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel fell(in.) O (n Q � o
MASONRY 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment
requirements shall be used. DWG NO
FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members /-
with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced
7
to 6 inches O.C. - DETAIL
;�
3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. CORNER CONNECTION FLOOR TO FOUNDATION
2 STORY END WALL S H EA RWA L L 4. Tabulated nail spacing assumes a building located in Exposure B. NTS.
8
BLOCKING @ ENDWALL TABLE R301.2.1.2
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
GENERAL FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,bx,d
RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING DNLY
R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC
FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR
BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 4L
FASTENER SPACING (INCHES)a'b
FASTENER 4 FEET < 6 FEET <
1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE P< 4 FEET
PANEL SPAN PANEL SPAN PANEL SPAN
AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC < 6 FEET < 8 FEET
MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED
CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8
OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH
BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0"O.C.
� No. 10 WOOD SCREW BASED �
BRACED O.C.
ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT
�— BRACED WALL PANEL EACH BLOCKING MEMBER ANCHOR WITH 2-INCH 1 12 9
EMBEDMENT LENGTH
BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SECOND FLOOR
Z Y4 -INCH LAG SCEW BASED
w ANCHOR WITH 2-INCH 16 16 16
3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3 16d AT EACH EMBEDMENT LENGTH
BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER
BLOCKING 2 BAYS
2-16d NAILS EACH SIDE BACK @ 4'-0"O.C.
_r
CONTINUOUS
ZONE
a.This table is based on 180 mph wind speeds and a 33 foot mean roof height.
CONTINUOUS RINI ADDITIONAL FRAMING FULL HEIGHT BLOCKING PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel.
OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG ® pp
BRACED WALL PANEL c.Nails shall be 10d common or 12d box nails.
BRACED WALL PANEL NOTE: — GABLE WALL FIRST FLOOR d.Where screws are attached to masonry or masonry/stucco,they shall be
1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate
withdrawal capacity of 490 pounds.
2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS
FOR SI:1 INCH=25.4 MM
IN EA.ZONE BACK @4'-o"o.c. a. CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%s'AND A MAXIMUM SPAN
OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.
PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE
Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL
BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE
SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C.
VENTED ATTICS WITH AIR PERMEABLE INSULATION
Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE
Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE
snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. )
observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than
7 '-0" above the roof. BATHTUB (with or without
Sec. P3103.2 - Frost Closure shower head and/or 1 1/2
Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments
wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE:
less than 1 foot inside the thermal envelope of the building.
PROVIDE ICE BARRIERS AS PER SEC. R905.1.2
Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS L/3 ISL/3
Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- I I
ADHERING POLYMER- MODIFIED BITUMEN SHEET IN
Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL
Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIORL ( S
D
traps, with or without WALL LINE. L D/6 MAX. r—PERMITTED
dishwasher and food waste 1 1/2
disposer) I D/6 MAX.
SHEATHING Laundry tub 1 1/2
one or more compartments)
AIF. SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT
LIQUID FLASHING ower ase on the totai D/4 MAX. z
flow rate through 0
showerheads and bodysprays)
Flow rate: T D Uj
5.7gpm and less 1 1/2 I
more than 5.7gpm up to 12.3gpm 2
more than 12.3gpm up to 25. 8gpm 3 D/3 MAX.
more than 25.8gpm up to 55. 6gpm 4 SEAL
AIR SHIELD
ARE ARC
K.
NOTE:
TFy
FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND
OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: MAX.DFROM
SUPPORT FLOOR JOIST END CUTS
SURFACE
CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS _4_, .•.-.
SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND `Uj ` i i
TERMINATED IN ACCORDANCE WITH THE D 9�h � , y/
MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 F OF NES
D/3 MAX.
RAFTER CEILING JOISTS `r Co
CO
REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION
Nco
1q_ co
PRE—ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3 MAX. N
M M
C.0 C.0
THE CONSTRUCTION TYPE 2 IN.MIN.FROM TOP
DESIGNATION SHALL BE AND BOTTOM OF JOIST
I , I I , PIPE OR CONDUIT
III , IV OR V
TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) j
CLASSIFICATION OF THE STRUCTURE
CUTTING DRILLING AND NOTCHING DETAIL >
UNDER SECTION 602 OF THE BCNYS Q Y
SECTION 1265.4 SIGN OR SYMBOL OF JOISTS w
6" DIAME ER (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER
O
STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION. (1)THE SIGN OR SYMBOL SHALL CONSIST < o
CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND } Q w
(B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGNOR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED O z z
EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. J U
Er
(1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY, NON FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, T _j Q O
OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER TOP PLATES _ _
REFLECTIVE RED I r I SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. Q 1- u)
PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE C> 0 N Q
—� , REFLECTIVE WHITE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: �O U) r m
(2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE
AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIEENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE
BORED HOLE MAX.
A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE V AND DIA.40 PERCENT
EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE OF STUD DEPTH
EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A
DESIGNATION SHALL BE"1","II","III","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE
LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UPJDER SECTION 602 OF THE BCNYS. LLJEMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) oz 0
(C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE Q m c�
OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: N
c' OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (I)'F'SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; o 5/8"MIN.TO EDGE Q
_J
HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND RT
_J
(D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT
` I EXCEED 25%OF z 0-
AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 0 CLOCK POSITION OF THE SIGN
�
OR SYMBOL,OYER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUD DEPTH = O
CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE O
SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. >VIF HOLE IS BETWEEN 410%AND 60% Q U
BORED HOLES SHALL NOT BE
1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE ('J w I I
OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND U MORE THAN TWO
STROKE ROOF FLOOR SECCESSIVE STUDS ARE DOUBLED LLI Z Q
OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT STUD AND SO BORED Ur �
DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS co
TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V v W O W
COMPONENTS THAT ARE OF
TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. O U U M
v O w Z N
FLOOR FRAMING , INCLUDING 0 u LU N
DRILLING AND NOTCHING DETAIL z J = = w (0
GIRDERS AND BEAMS V
OF STUDS o- U) Q F— o
F
RROOF FRAMING F DWG NO
JFR � FLOOR AND ROOF FRAMING
ROOF AND FLOOR �� Q
BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. (,
8