HomeMy WebLinkAbout51716-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#: 51716 Date: 03/06/2025
Permission is hereby granted to:
Alfano Family Trust
PO BOX 266
Laurel, NY 11948
To:
construct accessory structure as applied for per SCHD approval.
Premises Located at:
800 Corey Creek Ln, Southold, NY 11971
SCTM#78.4-12
Pursuant to application dated 01/28/2025 and approved by the Building Inspector.
To expire on 03/06/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $477.00
CO Accessory $100.00
Total 577.00
8uilci� ng Inspector
4 r 6f "°
0, TOWN OF SOUTHOLD—BUILDING DEPARTMENT
�y
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-95021i1-tps: /�'5 Lt tl?o1�Lttc1� on -
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT N0._ 4 Building Inspector. �._....
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Dater
OWNER(S)OF PROPERTY:
Name„ V9/4,/L) SCTM#1000- I
Project Address: - Cc ee C )( 6 P�'e -SCvo a i� A,'k1
Phone#: P Email:
a ..
Mailing Address; , p�, � � � L,� I y
CONTACT PERSON:
Name:
Mailing Address:------------
d
Phone#: �®l !j `'� - �' �' Email:
DESIGN PibIFESSJONAL INFORMATION:
Name: '57P
Mailing Address:
Phone#: Email: ` eve
CONTRACTOR INFORMATION:
S � �� � 1
Name: � ,"
Mailing Address:
Phone#: ��� �� ® ���"- Email: ., C
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DESCRIPTION OF PROPOSED CONSTRUCTION
c
e ❑
wStructure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project:
���
❑Other
Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes o
1
PROPERTY INFORMATION
Existing use of property: �� C � j I Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
�. i this property? ❑Yes>kMo 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
Chapter 236 of the Town Code.APPUCATION 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 onprerntses and In bultdinds)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal taw.
` e° thorized Agent ❑Owner
Application Submitted By name): I
Signature of Applicant° Date: /2
STATE OF NEW YORK)
COUNTY OF S Vt" ....
3,`—� ` 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
2fday of 2e�
��
Not ry u Ic
A.STAPON
"nJ Piibiic«
iA K?M'��'i6
PROPERTY OWNER AUTHORIZATION O OI i 70
(Where the applicant is not the owner) iali
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein..
Owner's Signature Date
Print Owner's Name
2
B t Ap
211cati2a
L"THORIZA '"ION
(Where the Applicant is not the Owner)
I, -t residing at CO'r27 C 4 L,A AP
c - (Print property owner's name) (Mailing Address)
do hereby authorize (, bi9 v
(Agent)
�L p Q I t/ '11 to apply on my behalf to the
Southold Building Department.
(Owner's Signature) (Date)
R
�. .r
(Print Owner's Name)
GENERAL NOTES
GENERAL: IV It
5
1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING
DEPARTMENT. UA 01
RE
2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE RmGE F
AS WELL AS ALL CURRENT NEW YORK STATE CODES *�
BUILDING CODE NOTE:
3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE
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
ARISING THEREFROM. MECHANICAL CODE NOTE:
4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS THIS PROJECT HAL COMPLY WITH T =
FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. SHALL L I H HE MECHANICAL CODE OF
NY.STATE,CHAPTERS 12 THROUGH 24. wn
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.
A j
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 800 COREY CREEK LANE
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. ^
9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE: SOUTHOLD N .Y. 11971
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 I MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE
THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS
TO BE FOLLOWED. NOTE 1 TITLE SHEET
12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED
CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION
THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE.
13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 2 FOUNDATION , GARAGE PLAN R00F PLAN
14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED.
SHALL BE IN ACCCORDANCE WITH SECTION R316. NOTE.
15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND 3 ELEVATIONS SECTION
EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703
16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL
BE D REC ED D THE FIELD N THE CONTRACTOR, FRAMING DETAILS
MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, ANDRECEIVED DISCREPANCIES SHALL BE
PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT.
4 ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE
CARPENTRY: 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY r
FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK f�",J♦ ENERGY SEALING DETAILS
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
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 6 2-2"x6" U.Q.N. NOTES & DETAILS
BUILDINGS.
4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE.
U)
7NOTES & DETAILS
5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) Z
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6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) Ln
ui
7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 8 NOTES DETAILS
8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ &
MODELS NUMBERS ON PLANS.
SEAL
9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY ���E p ARC
ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDING CODE N K.
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. -
11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 ql :p a �O
12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE F 0 F N
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:
1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE GEOGRAPHIC TABLE DESIGN R E Q U I R M E N TS Ict
co °°
NFPA 70 NATIONAL ELECTRICAL CODE M �
N 00
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE N �
OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A c+M co
3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 3443 CO C°
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. GROUND WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN
WINTER ICE SHIELD FLOOD ANNUAL
6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF d DESIGN DESIGN UNDERLAYMENT FREEZING
SNOW LOAD SPEED RTOPPOG SPECIAL BORNE-BORNE CATEGORY FROST LINE TEMP HAZARD INDEX TEMP
PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. DEBRIS 'WEATHERING,, TERMITE REQUIRED
FOUNDATIONS, CONCRETE AND MASONARY: MPH EFFECTS k REGION DEPTH
1 MILE B 3 FEET 15° YES INSERT FLOOD 599 510 Z T-
1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. 20 PSF 130vu1t NO NO FROM THE COAST SEVERE BOF HEAVY ZONE OR NIA g ix
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2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY 0=(1)TON/SQ.FOOT. w o
3. FOOTINGS TO REST A MIN 3'0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO w p
w
(V RISE MAX)
MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS " z ElfZ
4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON w _j J IX
PLANS. (U.O.N.)
ALTITUDE INDOOR DESIGN
WINTER SUMMER HEATING TEMPERATURE =)
5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE o >-
HEATING COOLING DIFFERENCE m
FRAMING OR PROPER BRACING IS IN PLACE. FACTOR TEMP COOLING 0 0 �
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 40°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 o M
3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. U' z r-
3,500 P.S.I.GARAGE SLAB I EXPOSED SLAB ON GRADE/P09JRED STEPS. 10° F 15 MPH 7.5 MPH 72°F MEDIUM (M) 45-55% 32 GR @ 50%RH fY o N
9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH Q 0
31
MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. (D J
10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. 0 Z
11. BRICK VENEER TO BE ANCHORED WI(1)WALL TIE EVERY 32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA = O o p
EVERY 18"O.C.HORIZONTALLY WI FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE V F_ O
W/WEEP HOLES @ 4'4"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. w 11WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN
12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND WINTER ICE SHIELD FLOOD �
FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED a TOPO SPECIAL DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL W
SNOW LOAD SPEED BORNE -BORNE CATEGORY ° FROST LINE TEMP HAZARD INDEX TEMP
CODE LIMITS. RAPHI WIND DEBRIS 'WEATHERING,, TERMITE REQUIRED
MPH EFFECTS k REGION DEPTH ZO
13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. W
PLUMBING, MECHANICAL, FUEL GAS,A/C: 20 PSF 130vult NO NO FROM THE COAST B SEVERE 3 FEET MODERATE SEE YES NO 599 510 U) U 0
&FIRE ISLAND BOF TO HEAVY BELOW v �0.. 0 w Z L7
1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0
AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. w 0 z _ = N
2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. WINTER DESIGN TEMP: a v coQ w Lu
of
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 DESIGN HEATING DAY SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANIICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72° F HEATING MINIMUM 75° F COOLING DWG NO
AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 WINTER DESIGN TEMP157 DRY BULB 89°F WET BULB 75° (2020 IPC APPENDIX D)
4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B 1
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. 8
16-0" 10'4" 6"x 6"POST ANCHORED ON
24"0 x 36"FTG.BELOW GRADE
AND 4"-6"ABOVE GRADE r-----------------------------------------------1
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1 W/8"x 16"CONC.FOOTING i 154
14'-8" i I 2"x 10" @ 16" oC 2"x 10" @ 16' OC
ROOF RAFTERS ROOF RAFTER 1
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1 1 1 i 2"x 10" ® 16" OC a s i 2"x 10" ® 16" OC 2"x 10 ® 16" OC i SEAL
1 i c;`0 i I CEILING JOISTS o i ROOF RAFTERS ROOF RAFTERS Vj
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1 ROPPEDfOUNDATION AT.GARAGE'D00 i 8'GARAGE DOOR
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4'-0" 8'-0" 4'-0" "t co
4'-0" 8'-O" 4'-0" N �
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16'-0"
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PROPOSED FOUNDATION PLAN PROPOSED GARAGE PLAN PROPOSED ROOF PLAN W >_ o W
1/4"=1'-0" 1/4"=f-0" 1/4"=f-0" U z z
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10n CONCRETE WALL >_
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1/2"A.B.@ 48"O.C.WITH
' 3"x 3"x 1/4"PLATE WASHER
NOTES:
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2"x6"SILL PLATE 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER < o
WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE O eo N
CONCRETE WALL DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL Q C)
HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. CD J
cli 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT z
r+ MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE w 0 D -
`' FOOT WITH A MINIMUM OF 3'-0"COVER. U U O
3. ALL CONCRETE SHALL BE 3,500 P.S.I. Q
1/2"A.B.C'48"O.C.WITH ~ L -
0 3"x 3"x 1/4"PLATE WASHER 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE w Z < "t
o CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE 0 � 0 a r-
r, SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL Q Z -
TO BE FREE OF WOOD,TRASH,ETC. Lli O L11
1.MIN.7"EMBEDMENT INTO CONCRETE 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS � U
McV Q
RIM JOIST w/3"SQUARE WASHERS AND END NUT SETUP BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED 0 0 v
2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS v d. U W z N
OR REPLACED BY HOLD DOWNS FOR SHEARWALLS PLASTIC CEMENT. w ~ ~
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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. a Q- c� (n Q I— of r_
TO 12"MAX.FROM ENDS OR CORNERS 7, ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT
4.CONC.BLOCK TO BE FII;LED SOLID ANCHOR BOLTS. PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE j DWG NO
ANCHOR BOLT SPECIFICATION THAN 7 PERCENT.
8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. Z
R403.1.6 FOUNDATION ANCHORAGE
12 12 HALT
10l 110
VINYL SIDING
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3 46 H 30 6pH
W
VINYL SIDING
VINYL SIDING
VINYL SIDING
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ILA L�
GRADE - GRADE
GRADE GRADE
I I I I I I I I I
8"CONC.FOUNDATION WALL i 8"CONC.FOUNDATION WALL
W/8"x 16"CONC.FOOTING I I W/8"x 16"CONC.FOOTING
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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"=V-0" 1/4"=V-0"
12 \ 12
10
SHIN �F
NYL-S4DIN \ -
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VINYL SIDING VINYL SIDING
11�1- SEAL
GRADE GRADE GRADE GRADE
I I I I I I
8"CONC.FOUNDATION WALL I 8"CONC.FOUNDATION WALL i i 8"CONC.FOUNDATION WALL 8"CONC.FOUNDATION WALL
W/8"x 16"CONC.FOOTING i W/8"x 16"CONC.FOOTING W/8"x 16"CONC.FOOTING W/8"x 16"CONC.FOOTING
---------------------------------1
4"x 4"POST ANCHORED ON ----------------J------------------------J L-------------------
14"0 x 36"FTG.BELOW GRADE
AND 4"-6"ABOVE GRADE
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PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION N co
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1/4"=f-0" 1/4"=V-0" N C?
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DINT RIDGE VENT
NEW 2"X 12"RID GE JU
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12 \ w -i -i �
NEW 2"x 10"RR 16"oc 10� 12 NEW 2"x 10"RR 16"oc O Q O
1/2"PLYWOOD SHEATHING \�10 1/2"PLYWOOD SHEATHING "SIMPSON' HDO8 OR 2-16d COMMON O 0 co
#15 FELT #15 FELT "SIMPSON"PHD6 NAILS @ 6"O.C. � r` }
ASPHALT SHINGLES / \ ASPHALT SHINGLES o FOR FULL LENGTH o O c`n\j Q
\ o 0 o OF STUD co cl) C0
NEW 2"X10"CEILING JOISTS @ 16"OC / NEW 2"X10"CEILING JOISTS @ 16"OC
0
W
II � Z �
O N
-�
12"OVERHANG 12"OVERHANG
3"CONTINUOUS SOFFIT VENT 3"CONTINUOUS SOFFIT VENT a J
GARAGE
NEW 2"x 4"STUDS 16"oc NEW 2N 4"STUDS 16"oc
1/2"CDX PLYWOOD SHEATHING 10 0"VAULTED CLG
U �
1/2"CDX PLYWOOD SHEATHING w
VAPOR BARRIER VAPOR BARRIER NOTE: 7/8" OH READIED ROD EMBEDDED 12 1/2" j Q _
SIDING AS SELECTED BY OWNER SIDING AS SELECTED BY OWNER ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH p Z 0I
HOLDOWNS, &ADHESIVES LSTRENGTH EPDXY ADHESIVE)&FOR TEMPS �_
TO BE INSTALLED AS PER 0°F-407 USE"SIMPSON"AT.(HIGH STRENGTH Lli Z C/)
GRADE GRADE MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) W
n O W z Lo
w _
~ 1= N
NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL O w J v W
DETAIL a- In
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
ICE SHIELD: ALCOA RIDGE VENT. INSTALL
2 LAYERS OF UNDERLAYMENTS CEMENTED
AS PER MANUFACTURES SPECS.
TOGETHER OR SELF- ADHERING POLYMER %
MODIFIED BITUMEN SHEET. j/ i ROOF SHINGLES
1" AIR SPACE
# 15 FELT PAPE ROOF SHINGLE.
1" x 2" BLOCKING. I 1/2" CDX PLYWOOD .i rr STRAP (TYP ) WITH E(6) 8d
� � I PLYWOOD SHEATHING. IN EACH
END OF STRAP,
# 15 FELT PAPER
i 1 1/4" x 20 GAUGE GALV.
STRAP (TYP.) WITH (6) 8d
COMMON NAILS IN EACH
I
END OF STRAP. "
I
SIMPSON
L
24 MIN.i ( H 2.5A CLIP
ALL FASTENERS SHALL BE INSTALLED WITH STRICT
ACCORDANCE W/ MANUFACTURER SPECIFICATION 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 1/4" x 20 GAUGE GALV. ADDED TO ROOF RAFTER WHEN
� ALL FASTENERS SHALL BE INSTALLED WITH STRIC
�1 STRAP (TYP.) WITH (4) 8d ACCORDANCE W/ MANUFACTURE' SPECIFICATIONS CATHEDRAL CEILINGS CONDITION
ALL FASTENERS SHALL BE INSTALLED WITH STRI VALLEY FLASHING COMMON NAILS IN EACH EXISTS
ACCORDANCE W/ MANUFACTURER SPECIFICATIONS END OF STRAP.
LSSU "SKEWABLE" CONNECTOR
» >> BY SIMPSON OR APPROVED EQUAL. - ---- _ __ __ _ _-. _.. __ _ ___. ___ __
0 DETAIL " A" % DETAIL B ;�l DETAIL C 0 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. 905.1.2 R. 802.3 R. 802.3.1
R. 802.3.1 R. 802.3.1 R. 802.5.1 (9)
R. 802.5.1 (9)
L/4 MAX. L
5/8"TYPE "X" GYPSUM BOARD
2'-0"MAX CAN'T
5/8"TYPE "X"GYPSUM BOARD 1'-4" 3"
NOTE: 2"x 4" FRAMED WALL. TYPICAL
NOTE: 314"SUB FLOOR GLUED AND SCREWED (TYPICAL)
STRAP DOWN WALL STUD WRAPPED INSULATION SHALL FILL FLOOR CAVITY
TO UNDERSIDE OF FLOOR JOISTS &
SOLID BLOCKING @EXTERIOR TIGHT TO SUB-FLOOR.
BACK DOWN WALL STUD
PARTITION. R-15 MINERAL FIBER INSULATION
BETWEEN HEATED & NON-HEATED THOUGH BOLTS 1'-4'
i SPACES. HEADER
I n I 11 1/2"INSULATION STEEL PLATE
FIBER STRONG RIM BOARD BY --
_- MANUFACTURER @ END OF JOISTS. -
1 1/4" x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT
1 1/4" x 20 GAUGE 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" DETAIL "F % DETAIL " G" 0 DETAIL "H " Z
0
CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2" = 1'-O" FIRE SEPARATION 0 GARAGE WALL N.T.S. HEADERW/ STEEL PLATE DETAIL1/2" = 1'-0" ui
SEE TJI DETAILS ON SHEET #17 SEE TJI DETAILS ON SHEET #17 1 HOUR RATED
UL Design No. U333
SEAL
�I SHEATHING / NOTE
I� SIDING ALL STAIRS, HANDRAILS&
FLASHING RAILINGS SHALL COMPLY
CONTINUOS VENT
Lu W/RCNYS SEC.R-311 &R-312
z
1 �
1/2" c Z w HARDWOOD OR STEEL HANDRAIL
BACK-FLASHING 1 1/4 AIR SPACE U W/1 1/2"MIN.FINGER CLR.AND NOT
1/2" MIN. BLANKET INSULATION p TO PROJECT MORE THAN 4.5"
3/4" AIR SPACE rY FROM THE WALL.
\\ ROOF RAFTER = � of
3/4„ 0 LAG BOLTS TOP 00
BOTTOM @ 24" O.C. MAINTAIN x
2" EDGE @ END DISTANCES. v 00
CO
9 WOOD STRINGER, M
M TREADS,&RISERS N 00
It 00
CV of
PRE-MOLDED co
EXPANSION JOINT.
1 1/4"NOSING
DETAIL " J" " MINIMUM WIDTH OF STAIRS TO BE 3'-0"
ROOF VENTILATION N.T.S. %,: DETAIL " K "
STAIR AND RAILING DETAIL N.T.S.
W Y
Q I
J rn O
Y � �
p
Lu } Q w
12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER 0 z ° z
Q 5 R.R./C.J. TO DWELLING >_ W
o
ROOF CONNECTION CONNECTION DETAIL J
TECO'S 2"x 10"FLOOR JOISTS O JO 0 p
2"x6"R.R.@ 16"O.C. U
2"x6"R.R.@ 16"O.C. HEADER AS PER o 0
3-10d COMMON PLAN 00 c m
1/2'LAG.BOLT SI SON
@ 24"O.C. I ST PPING @ 16"
2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMION SIMPSON 112T it �—
2-2"x10"HEADER 6"x 6"P.T.SOLID WOOD POST W p co
1f2"LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY 0 z T_
COV. @ 24"O.C. SIMPSON STRONG TIE Q m N
PORCH TECO'S Q U O
0 J
J
ABU46 POST BASE 5/8" n Z
ANCHOR BOLT W Q : _
_ H O CD
U U '
x DECORATIVE MOLDING PSON Q _
4"x 4"POST ANCHORED IN
SEE DECK LATERAL ATTACHMENT 2"x6"DECKING STRAPPING 0 16"
_ 8"x 36"FTG.BELOW GRADE 0 W N
DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. AND 4"-6"ABOVE GRADE y"0 LAG SIMPSON 1
6-8d COMMION BOLTS @ 16" EA a Q Z C)
II 7�
6-8d COMMION HGR. 0 16 Z r
i • 112"LAG.BOLT FILLER STRIP 3-10d COMMON a'a AB POST BASE BY SIMPSON w O W
@ 24"O.C. C)
' TECO'S a U 0 O wZ LO
GRADE 5f8"ANCHOR BOLT %. DETAIL "N " DETAIL "0" ° w J O W rn
@4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL POST CONNECTION DETAIL o_ a- " Q �- 0I
4 FLJ TO DWELLING PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. NTS
CONNECTOR POST W/CONC. CONNECTION DWG NO
0 DETAIL M 3 "'Z, 4
PORCH CONNECTION DETAILS N.T.S. \ ,
THE 2020 NEW YORKSTATE ENERGY CONSERVATION CODE
INSTALL 1"RIGID INSULATION
CUT TO FIT BETWEEN THE RAFTERS.
FOAM SEAL BOTH SIDES ALONG ,'� OF CONTINUOUS
TS BEAD
RAFTER WITH EXPANDING FOAM SEALANT. ,' 9
ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS MAINTAIN EQUAL VENT SPACE VENTED AIRSPACE _
CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED.AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION CONTINUOUS BEAD
SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION _ = OF SEALANT
C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL
SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD EXPANDING FOAM AT
SEC.C501.5: 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 INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER
� � - ---- ---- - CONTINUOUS BEAD
CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - CONNECT
TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. CONNECT INSULATING SHEATING -CONTINUOUS SEALANT
TO RIGID INSULATION BAFFLE ,'� �� BEAD
SEC. R403.1: HVAC CONTROLS - COMPLIES I OF SEALANT
SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS 1
SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL
SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FOAM AT WINDOW UNIT AS
SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER
SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO
SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. CONTINUOUS MINIMAL
C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM EXPANDING FOAM AT
SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. 1 112"RIGID INSULATION WINDOW PERIMETER
SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION E TEMPERATURE CONTINUOUS BEAD
WINDOW UNIT AS OF SEALANT
SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL AIR BARRIER CONTINUOUS BEAD
AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS
OF ADHESIVE
SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD
SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT =OF SEALANT
SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER
SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN
THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM DETAIL "A„ CONTINUOUS BEAD
SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY C SEALANT
SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. CONTINUOUS BEAD
SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. C ADHESIVE
SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD
SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT - of SEALANT CONTINUOUS BEAD
- - -- -- � _- ._ OF-SEALANT-
SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY
SEC.C503.6: LIGHTING SYSTEMS - COMPLIES.
CONTINUOUS SILL SEALER
//�///� -FULL WIDTH OF MUDSILL
TABLE R402.4.1 . 1 AIR BARRIER AND INSULATION INSTALLATION FDUNDATIONWALLAS
AIR BARRIER
CONTINUOUS BEAD Y/\\//\\ a CONCRETE SLAB AS
AIR BARRIER
OF SEALANT AIR. °
COMPONENT AIR BARRIER CRITERIA INSULATION 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 INSTALL 1"RIGID ROUGH CUT ,
The exteiricr thermal envelope contains a that on installation readily conforms to the , r-- - ---- ---- -
General requirements continuous air barrier. available cavity space. ARDUND VENTILATION CHUTE �, 1
Breaks or joints in the air barrier shall be AR SEAL PERIMETER WITH ,� 1
sealed. EX ANDING FOAM SEALANT 1
Air sealing shall be provided between the
Garage separation ,
The air harrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit garage and conditioned spaces. _ AIR SEALING DETAIL "Bill
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. 1 1/2"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 foundat!on and sill plate Cavities within corners and headers of frame around wiring and plumbing in exterior walls,
shall be sealed. walls shall be insulated by completely filling Plumbing and wiring or insulation that on installation readily EXTERIOR INSULATED WALL
The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend
Walls
exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring.
Knee meals shall be sealed.
Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs 21 > 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-VALUE/THICKNESS 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 between window/doorjambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER � z
framing,and skylights and framing shall be Electrical,' hone box on exterior walls electrical or communication boxes or ;J z
Windows.skylights and doors p p
sealed. air-sealed boxes shall be installed.
HVAC register boots that penetrate building J
Rim joists shall include the air barrier. Rim joists shall be insulated thermal envelope shall be sealed to the
Rim joists HVAC register boos p '.�
subfloor or drywall. 2X LEDGER ON TOP OF t
RIGID INSULATION
The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL
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
framing cavity insulation shall be permitted that is recommended b ATTIC INSULATION
Floors(including above garage and y the manufacturer.
cantilevered floors) to be in contact with the top side of 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
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--------
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
with overlapping joints taped. the crawlspace walls. space shall be sealed.
ACCESS PANEL
DRAW ACCESS PANEL TABLE R402.1 .2 WITH ER METER SCREWS
G
INSULATION AND FENESTRATIO' REQUIREMENTS BY COMPONENT a FINISHED CEILING TRIM ASREQUIRDED q � o
co I-
GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACE c ' '
CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R VALUE WALL »D» »E» It �
ZONE U-FACTOR b U-FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 8 DEPTH R-VALUE N �
DETAIL DETAIL ' '
4 0.32 0.55 0.40 49 20OR13+5h 8/13 19 10113 10.2FT 10/13 r,: AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S `° C-°
r RIGID INSULATION SHEATING
5 0.30 0.55 NR 49 20 OR 13+5h 13/17 30g 15/19 10.2 FT 15/19
20+5
6 OPTION 1 0.30 0.55 NR 49 OR h 15/20 30 15/19 10.4 FT 15/19
I I
13+10 1 1
6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30g 15/19 10.4 FT 15/19 E:
W Y
NR = Not Required. Q ti
J M 0
For SI: 1 foot = 304.8 mm. PREFAB --�`- ATTIC INSULATION LLJ
FIREPLACE UNIT LU } 0 W
SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED
A. R-VALUES ARE MINIMUMS, U-FACTORS AND SHCC ARE MAXIMUMS. WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE , C) z Z
LABEL OR DESIGN THICKNESS OF THE INSULATION, THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" >_ d � W
SPECIFIED IN THE TABLE. w -J Q
B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. O
C. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF INSULATED EXTERIOR
WA ERIOR O � _J U)
THE BASEMENT WALL. "15/19" MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY '' o � >-
INSULATION AT THE INTERIOR OF THE BASEMENT WALL. ALTERNATIVELY, COMPLIANCE WITH "15/19" SHALL BE R-13 CAVITY INSULATION ON INSTALL INTERIOR m
THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. ) SHEATING PRIOR TO
D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION INTALLATION OF PREFAB MECHANICAL LATCH TO
R-VALUE FOR SLABS. AS INDICATED IN THE TABLE. THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND FIREPLACE UNIT ATTIC FLOOR FRAMING -PRESSURE SEAL AT
BELOW THE SLAB.
WEATHERSTRIPPING
E. RESERVED.
F. RESERVED. AIR SEALED WALL
G. ALTERNATIVELY, INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. ° W �
H. THE FIRST VALUE IS CAVITY INSULATION, THE SECOND VALUE IS CONTINUOUS INSULATION. THEREFORE, AS AN EXAMPLE, "13+5" MEANS R-13 Q (D Z
CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. Q mp d'
I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5. THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION N.T.S. COMPRESSIBLE WEATHERSTRIPPING QY N
IS ON THE INTERIOR OF THE MASS WALL.
O AT PERIMETER OF ENCLOSURE Q
MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT Ur _!
J
TABLE R402.1.4 a ATTIC INSULATION O o MANUFACTURED PULL O
EQUIVALENT U-FACTORS ATTIC TRUSS DOWN STAIR = 0 o
-WOOD FRAME FLOOR ASSEMBLY O U U _'
CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE Q
ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR WALL WALL _ w
b U-FACTOR U-FACTOR
J
W z v d
4 0.32 0.55 0.026 0.0eo 0,099 0.047 0.059 0.065 _- - n .d �> » Q z 0
DETAIL H LU 0
5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 _ _ W
6 0.30 0.55 0.026 0.045 0,060 0.033 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S CO U 0
A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT, CALCULATION OR AN APPROVED EXPNADING SEALANT AT PEIMETER n, U 0 w Z (N
SOURCE. -DRYWALL CEILING w
B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5. WHERE MORE THAN HALF THE INSULATION RECESSED LIGHTING FIXTURE
0 CY w -� W Q M
IS ON TIIE INTERIOR, THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT O- U Q ~ r-
MARINE, 0.065 IN CLIMATE ZONE 5 AND MARINE 4, AND 0.057 IN CLIMATE ZONE 6. CONTINUOUS BEAD OF SEALANT
C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301,1 AND TABLE R301.1, THE BASEMENT WALL
DWG NO
U-FACTOR SHALL NOT EXCEED 0.360.
DETAIL " F" DETAIL " G"
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 BRACING REQUIREMENTS BASED ON WIND SPEED
OF FASTENER a.b,c BUILDING ELEMENTS OF FASTENER a,b,c LOCATION
EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS
FLOOR 30- 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(2 1/2"x 0.113")or 3-8d common(2 1/2"x 0.131") ;or Toe nail METHODS
1 Blocking between ceiling joists or rafters to top 3-8d common(2 1/2"x 0.131" :or Toe nail 21 Joist to sill,top plate or girder ULTIMATE DESIGN BRACED WALL LINE METHODS
late ) 3-10d box(3"x 0.128");or
p 3-10d box(3"x 0.128"):or 3-3"x 0.131"nails
3-3"x 0.131"nails WIND SPEED SPACING DWB, WSP ,SFB,
(MPH) STORY LOCATION (FEET) METHOD LIB METHOD GB CS-wSP,CS-G,
PBS, PCP, HPS,
BV-WSP, ABW, PFH, CS-PF
4-8d box(2 1/2"x 0 113")or 8d box(2 1/2"x 0.113") 4"o.c.toe nail PFG,CS-SFB c
2 Ceiling joists to top plate 3-8d common(2 112"x 0.131"):or Per joist,Toe nail
3-10d box(3"x 0.12 ): .1 22 Rim joist,band joist or blocking to sill or 8d common(2 1/2"x 0.131");or 10 4.0 4.0 2.5 2.0
or
3-3"x 0.131"nails top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 20 7.0 7.0 4.0 3.5
Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.128");or 3"x 0.131"nails 30 10.5 10.5 6.0 5.0
partitions Sections R802.3.1,R802.3.2
3 Face nail 3-8d box (2 1/2"x 0.113");or
over
p [ 3-16d common(3 1/2"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0,131");or face nail 40 1 13.5 8. .5
and Table R802.5.1(9)j 4-3"x 0.131"nails 3-10d box(3"x 0.128");or 50 16.5.5 16.5 9.55 8 8.0
2 staples,V crown,16 ga.,1 3/4"long 60 19.5 19.5 11.5 9.5
Ceiling joist not attached to parallel rafter 91 5 R802 Table . .
4 (heel joint)[see Sections R802.3.1 and R802.3.2 ( ) Face nail 10 7.5 7.5 4.5 3.5
2-16d common(3 112"
and Table R802.5.1(9)j 24 2"subfloor to joist or girder 3-16d box x .162"));or Blind and face nail 12D 20 14.0 14.0 8.0 7.0
x x 0
4-10d box(3"x 0.128");or
30 20.0 20.0 11.5 9.5
5 Collar tie to rafter,face nail or 1 1l4"x 20 ga. Face nail each rafter �
ridge strap to rafter 3-10d common(3"x 0.148");or
"" 40 25.5 25.5 15.0 112.5
g P 4-3"x 0.131"nails 25 2"planks(plank&beam-floor&roof) 3-16d box common
(3 x 0.2"x 0.);or At each bearing,face nail 50 31.5 31.5 18.0 115.5
2-16d common(3 1/2"x 0.162")
60 37.5 37.5 21.5 118.5
3.16d box nails I x 0.1135");or 2 toe nails on one side and 1 toe nail
6 Rafter or roof truss to plate 3-10d common nailsails (3"x 0.148");or 3-16d common (3 1/2"x 0.162") 10 NP 11.0 6.5 5.5
4-10d box(3"x 0.128"); or on opposite side of each rafter or 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail - - --
4-3"x 0.131"nails truss 4-3"x 0.131"nails;or 20 N P 20.5 11.5 10.0
4-3"x 14 ga.staples,7116"crown 30 NP 29.0 17.0 1'4.5
3-tod common(31/2/2"x 0.1148") or Nail each layer as follows:32"
4-16d (31 "x31 ");or Toenail o.c. 40 NP 38.0 22.0 118.5
' ;
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"nai's 10d 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(3 1/2"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(3 1/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5
3-10d box(3"x 0.128"); or 2-20d common(4"x 0.192");or Face nail at ends and at each 20 8.5 8.5 5.0 4.0
3-3"x 0.131"nails
3-1 Od box(3"x 0.128");or splice
30 12.0 12.0 7.0 16.0
WALL 3-3"x 0.131"nails
40 15.5 15.5 9.0 7.5
4-16d box (3 1/2"x 0.135")•or
8 Stud to stud not at braced wall panels) 16d common (3 1/2"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common 3 1/2"x 0.162" ;or At each joist or rafter,face nail 50 19.5 19.5 11.0 9.5 2ND FL
( P ) g p PP g l ( ) 60 23.0 23.0 13.0 111.0
1 oex 3"x .1 ;or 4-10d box(3"x 0.128");or
3"x 0.131"nails 16"o.c.face nail 4-3"x 0.131"nails
16d box(3 1/2"x 0.1:5");or 12"o.c.face nail 10 8.5 8.5 5.0 4.5
9 Stud to stud and abutting stud at intersecting 3"x 0.131"nails 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail 20 16.0 16.0 9.5 8.0
16d common(3 1/2"x 0.162")
wall corners(at braced wall panels) 5 130
16"o.c.face nail
a
NUMBER AND TYPE 30 23.0 23.0 13.5 11.5
16"o.c.each edge face nail
16d common(3 112"x 0.162") 9 ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0
10 Built-up header(2"to 2"header with 112"spacer) Intermediate " 50 37.0 37.0 21.5 118.0 1 ST FL
16d box ""3 1/2 x 0.135 12"o.c.each edge face nail c,e
8d box 2 112"x 0( ) Edges(inches) �n su portches)s
5- o (2 1/2" ;or 60 44.0 44.0 25.0 21.5
11 Continuous header to stud toe nail 10 NP 13.0 7.5 6.5
4-8d common(2 1/2"x 0.131"); or
3"x 0.128" 20 N P 24.0 13.5 11.5
4-10d box
( ) Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing
[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 1/2"x 0.162") 16"o.c.face nail 40 NP 44.5 25.5 22.0
1 Od box(3"x 0.128");or 12"o.c.face nail i >. 50 NP 55.0 31.5 26.5
3"x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall)
60 NP 65.0 37.5 31.5
Double top plate splice for SDCs A-D2 with 8-16d common(3 1/2"x 0.162");or 30 8d common(2 1/2"X 0.131")nail(roof); 6 12 If
seismic braced wall line spacing 25' 12-16d box(31/2"x 0.135");or face nail on each side of end joint
P 9< or RSRS-01;(2 J"x 0.113")nail(roof)1
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) z
8d common nail(2 1/2"X 0.113"); 20 10.0 10.0 5.5 5.0 �
Double top plate splice SDCs D0,D1,or D2; 12-16d(3/12 x 0135") 31 "-1" or RSRS-01;(2 e"x 0.113")nail(roof)! f 30 14.0 14.0 8.0 7.0 rn
and braced waH line spacing>25' 6 12 >
40 18.0 18.0 10.5 9.0
16d common 3 1/2"x 0.162" w
14 Blocking between ceiling joists or rafters ( ) 16"o.c.face nail 50 22.5 22.5 13.0 11.0
to top plate
16d box(3 112"x 0.135");or 12"o.c.face nail 60 26.5 13.0
3"x 0.131"nails 32 1 J"-1 4" 10d common(3"X 0.148")nail
or 8d(2 Z"x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 5.0 SEAL
15 Bottom late to joist,rim joist,band joist or 3-16d box(3112"x 0.135") ;or 3 each 16"o.c.face nail
P 1 1 1
blocking(at brace wall panel) 2-16d common(3 1/2"x 0.162");or 2 each 16"o.c.face nail 5140 20 18.5 18.5 11.0 9.030 27.0 27.0 15.5 13.0
4-3"x 0.131"nails 4 each 16"o.c.face nail
4-8d box(2 112"x 0.113'');or Other wall sheathing g 50 43.0 43.0 244.5 21.0
3-16d box(3112"x 0.135");or
4.8d common(21/2"x 0.131");or Toe nail 60 51.0 51.0 29.0 25.0
4-1 Od box(3"x 0.128");or 33 3 structural cellulosic 11'galvanized roofing nail,
16 Top or bottom plate to stud 4.3"x 0.131"nails fiberboard sheathing 3 6 10 NP 15.0 8.5 7.5
7'head diameter,or 1 1"long 16ga.staple
3-16d box(3 1/2"x 0.135");or with or 1"crown 20 NP 27.5 16.0 13.5
2-16d common(31/2"x 0.162");or End nail 7 30 NP 39.5 23.0 19.5
3-1 Od box(3"x 0.128");or 34 "structural cellulosic 1 a"galvanized roofing nail, 40 NP 51.5 29.5 25.0
3-3"x 0.131"nails fiberboard sheathing 3 6
'"head diameter,or 1 ' Ion 16 a staple
50 NP 63.5 36.5 31.0
3-10d box(3"x 0.128");or rb �� 9 9 � p
t7 Top plates,laps at corner s and 2-116d common(3 1/2"x 0.162");or Face nail with 'or 1"crown 60 NP 75.5 43.0 36.5
intersections 3-3"x 0.131"nails
11. d 1 1'galvanized roofing nail;staple galvanized,
35 2 gypsum sheathing It 00
3-8d box(2 1/2"x 0.113");or TABLE R602.10.3(2) 00
18 1"brace to each stud and plate Face nail 1 1'long,1;"screws,Type W or S 7 7
2-8d common(2.12"x 0.131"); or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00 N 00
2-10d box(3"x 0.128");or
2 staples 1 3/4" N 00
d 1 "galvanized roofing nail;staple galvanized, r
36 gypsum sheathing a,b � m
1 lon 1
19 1"x 6"sheathing to each bearing 3.8d box(2 1/2"x 0.113"):or F s„screws Type W or S 7 7 ADJUSTMENT FACTOR m Q0
2-8d common(21/2"x 0.131"); or Face nail " g, , yp ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS
2-1 Od box(3"x 0.128");or TABLE R602.10.3(1)BY THIS FACTOR]
2 staples,1"crown,16 ga.,1 3/4"long
3-8d box(2 1/2"x 0.113");or Wood structural panels,combination subfloor underlayment to framing B 1.00
3-8d common(2 1/2"x 0.131"); or ONE-STORY C 1.20 D 1.50
3-1 Od box(3"x 0.128");or 6d deformed(2"X 0.120")nail; STRUCTURE
20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail 37 a and less
or 8d common(2 2"x 0.131")nail 6 12
Wider than 1"x 8" TWO-STORY B 1. 0
1 EXPOSURE CATEGORY C 1.30
"
4-8d box(2 1/2"x 0.113); or 1 STRUCTURE W
3-8d common(2 1/2"x 0.131") ;or 38 _1 8d common(2 2 x 0.131")nail D 1.60 z Y
3-1 Od box(3"x 0,128");or or 8d common(2�'x 0.120")nail 6 12 B 1.00 Q Q
4 staples,1"crown,16 ga.,1 3/4"long THREE-STORY C 1.40 Y >_39 1 _1 10d common(2�'X 0.148")nail; STRUCTURE D 1.70 w >� Q W
or 8d deforomed(24"x 0.120")nail 6 12 <5 FEET U z O z
0.70 IY
ROOF ONLY 10 FEET 1.00 W o �
15 FEET � CY O 0 O
20 FEET 1.60 0 Y
ALL METHODS
,.5 FEET C) Z)0.85 CD N Q
2 ROOF EAVE-TO-RIDGE ROOF+1 FLOOR
10 FEET 1.00 Cc CO m
HEIGHT 15 FEET 1.15
2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 1.30
2020 RESIDENTIAL CODE OF NEW YORK STATE <5 FEET 0.90
TABLE R602
TABLE Ft602.3(3) .10.4 15 FEET 1.10 W o c�
ROOF+2 FLOORS 10 FEET 1.00 _
BRACING METHODS (D Z
nEQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 20 FEET NOT PERMITTED
Continuous Sheathing Method 8 FEET o.90 ° N
U
9 FEET .
MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA Q
NOMINAL PANEL NAIL SPACING WIND SPEED V ult WALL HEIGHT 100 0 J
MINIMUM NAIL MINIMUM WOOD
STRUCTURAL PANEL MAXIMUM WALL (mph) METHOD, MATERIAL MINIMUM THICKNESS FIGURE 3 ANY STORY 10 FEET 1.00
ADJUSTMENT
PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure category Fasteners Spacing 11 FEET 1.05 � O
SIZE (INCHES) RATING (INCHES) (INCHES) EDGES FIELD
(INCHES O.C.) (INCHES O.C.) B C D 12 FEET 1.10
_ O o
Exterior sheathing per 6"edges 12"field 2 1.00 Q U O r
COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 able R602.3(3)
(2.0"x 0.113") CS-WSP T NUMBER OF BRACED 3 1.30 Z) 0 W I
4 WALL LINES(PER PLAN ANY STORY I-- J
rr ;...
Continuously sheathed 112 ='t DIRECTION)0 z 5 1.60 F_ z 0
8d COMMON 16 6 12 170 140 135 w. ;' cn
(2.5"x 0.131") 1.75 24/16 7/16" wood structural panel =Y" Table
R602.t sheathing R O Varies by fastener Z
p ''` '� -,±' Table R602.3 1 or R602.3 2 FASTENED TO THE END � Z
24 6 12 140 115 110 �`�` 4+ '�`�`' 5 ADDITIONAL 800-POUND TOP STORY ONLY STUDS OF EACH BRACED 0 80 DWB,WSP,SFB ILL]
OU W
HOLD-DOWN DEVICE WALL PANEL AND TO THE PBS,PCP,HPS, O p
FOR SI:1INCH=25.4 mm,1 mile per hour=0.447 mis. FOUNDATION OR FRAMING BELOW '5) a- w Z LO
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
W 0 Z = = W N
panel strength axis perpendicular to supports.
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 BOARD ANY STORY OMITTED FROM INSIDE FACE DWB,WSP,SFB IL n J _J U< W Q
accordance with Section pressure
0. FINISH OR EQUIVALENT OF BRACED WALL PANELS 1.40 PBS,PCP,HPS,CS a W c� �/O Q f- ❑
( ) 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.
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 DWG NO
,
more than 16 inches on center. 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0.70 GB '
FASTENING PLATES,AND ALL HORIZONTAL � 6
JOINTS BLOCKED
/8
Sol @ 6"cc toed in L
a Ong braced wall I r
Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B
7 - Exposure B Dead Load Assumptions: Roof Assembly DL- 10 psf
TOP PLATE 6• Three Second Gust Wind 90 100 110 120 130 THREE SE OOND GUST) WIND 90 100 110 130 90 100 110 130
b STRUCTURAL SHEATHING
8d COMMON NAILS ROOF PITCH R0 OF j�" In ea hber of end of 1 Y x 20 g ge s rop Common Nails or d Box Nails
Required Capacity of Ridge Connection (plf) 1,2,3,4
@ 6"O.C.ON EDGES II I I I I X E F E F E F E F E F
II II II II
ONLY I rSheathing Location Rafter / Truss Spacing Maximum Nail Spacing for 8d »Common Nails 12 1 2 2 3 94 133 176 224
1/2" MIN. STRUCTURAL TOP PLATE II �� (inches, o.c.) or 10d Box Nails (inches, o.c.) 16 2 2 2 4 126 178 235 298
WOOD PANEL = 8d COMMON NAILS 12 6 12 6 12 6 12 6 12 6 12
20 2 2 3 4 157 222 294 373
@ 12"O.C.ON 3:12 24 2 3 3 5 189 267 353 447
FIELD ONLY 6
AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION b 28 2 3 4 6 220 311 412 522
Interior Zone 1s s tz s 1z s 1z s 12 s 12 32 3 3 4 7 252 356 471 597
36 3 4 5 7 283 400 529 1 671
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN 19.2 6 12 6 12 6 12 6 6 6 12 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 16 1 2 2 3 106 147 193 244
5 PLATES 8d COMMON @ 6"OC ALONG 24 6 t2 6 12 6 6 6 6 s 12
16 d COMMON NAILS @ 16"O.C. 20 2 2 2 4 132 184 242 305
W/ / "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN 4:12 24 2 2 3 4 158 221 290 366
s LENGHT OF BRACED WALL PANEL
ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 12' 6 12' 6 12 28 2 3 3 5 185 258 338 427
SILL PLATE , f 4 a OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488
� MIN..USE SIMPSON SET EPDXY-TIE
LENGHT OF BRACED WALL PANEL Perimeter Edge 16 6 12 6 12' 6 12' 6 6 6 6 36 2 3 4 6 238 332 435 549
14
HIGH STRENGTH EPDXY ADHESIVE Zone 12 1 1 1 62 1 152
ANCHOR BOLTS 16 1 1 2 2 83 115 152 192
. 19.2 6 t2 s 12 6 s s s 6 s 20 1 2 2 103 144 190
' . TO SECURE ANCHOR,DRILL 3/4"
3-16d@16"oc DIAM. HOLE FOR EPDXY. FOLLOW 24 6 12' 6 6 6' 6' 6' 6' 6' 6' 512 24 2 2 2 3 124 173 228 287
along braced wall 28 2 2 3 4 144 202 265 335
MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable End-all Rake or Rake Truss w/ Lookout Block 6' 6' 6' 6' 6' 6' 4 4 4 4 32 2 2 3 4 165 231 303 383
36 2 3 3 5 186 260 341 431
TO PERPENDICULAR RAFTER. able End-all Rake or Rake Truss w/o Rake Overhang 6 6 6 6 6 6 6 6 6' 6' 12 1 1 1 2 57 79 103 130
16 1 1 2 2 76 106 138 173
BOARD SHEATHING 20 1 2 2 3 95 132 172 216
END S H E A RWA L L SLAB ON GRADE Rafter russ Spacing 6:12 24 1 2 2 3 115 158 207 260
SheathingSize s, p 9 Minimum Number of 8d Common Nails 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 36 2 2 1 3 4 172 237 310 389
1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 122
L L 16 1 1 2 2 75 100 130 162
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 6"c c toed in F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365
a Ong braced wall 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not
1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET located within 8 feet of building corners.
GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 2. Tabulated ridge connection loads assume a building located in Exposure B.
CLG JTS REQUIREMENTS SHALL BE USED. 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 RAFTERITRUSS
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load (0.6x10psf).
TOP PLATE 8d @ 6"cc toed in (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL 4. Tabulated connection requirements are based on a 12 ridge strop spacing, for different ridge
6" along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C.
b FOR STRAP- 3 8 d COMMON(JAILS EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS strap spacings, multiply the tabulated values by the appropriate multiplier below.
1/2"MIN.STRUCTURAL CLG JTS @ FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spacing(in.) 12 16 19.2 24 48
WOOD PANEL 8d COMMON NAILS PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00
TOP PLATE
@ 6"O.C.ON EDGES 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing
ONLY 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.
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
8d COMMON NAILS o 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
Dof 12d box nails in each end of the collar tie need not exceed the taulated number of 10d box
@ 12"O.C.ON nails in a steel strap.
3-16d@16"oc 8d COMMON NAILS p•
along braced wall FIELD ONLY @ 12"O.C.ON 7. 1�' 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 @ 16"O.C. BELOW- ROD)ANCHOR, EMBEDMENT LENGTHUPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B
d COMMON NAILS @ 16"O.C. L0@N
6"O.C.ON EDGES
OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc LY (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) z
FLOOR JOIST along braced wall Dead Load Assumptions: Roof/Ceiling Assembly DL- 15 psf CORNER HOLD - DOWN DETAILS
MIN..USE SIMPSON SET EPDXY-TIE cn
HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"cc toed in AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. w
SILL PLATE TO SECURE ANCHOR,DRILL 3 along braced wall (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND
�mP) WIND 100 110 120 130
/4
ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 S d COMMON NAILS @ EA.END OF STRAP
MANUFACTURER'S INSTRUCTIONS. L L rRWNGSPACING ROOF SPAN Number of 8d Common Nails or 10d Box Nails "SIMPSON"HDQ8 OR SEAL
PLATFORM BELOW- 1 16d COMMON NAILS @ 16"O.C. 00 00 In each end of 1-Ya• x 20 gage strap 1,2,3,4 2-16d COMMON
POURED CONCRETE! "SIMPSON"PHD6 NAILS @ 6"O.C.
MASONRY TOP PLATE 12 1 2 2 2 o FOR FULL LENGTH
16 1 2 2 3 °
FOUNDATION 6 20 2 2 2 3 ° OF STUD
8d COMMON NAILS 12 24 2 2 3 3 0
@ 12"O.C.ON 28 2 2 3 4
1/2"MIN.STRUCTURAL FIELD ONLY 32 2 3 3 4 °
END S H EARWALL ON FOUNDATION
= WOOD PANEL
36 2 3 3
8d COMMON NAILS 12 2 2 2 3
WALL 1@ 6"O.C.ON EDGES 16 2 2 3 I
20 2 2 3 4
ONLY 16 24 2 3 3 4
3-16d@16"oc 28 2 3 4 5
along braced wall 32 2 3 4 5
36 3 1 4 4 6 °°
12 2 2 3 3 °
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 °
20 2 3 4 4 BLOCKING @
FLOOR JOIST ENDWAL
L (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS(: 19.2 24 2 3 4 5 0 °° M
U • • : 1FOR c,-, r`
28 3 3 4 5 STRAP- 3 8 d COMMON(JAILS @ EA.END OF STRAP N 00
SILL PLATE ,. 32 3 4 5 6 N 00
PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 1 36 3 4 1 5 7 "SIMPSON"HDQ8 OR r
8d @ 6"cc toed in ANCHOR BOLTS 16 2 3 4 5 "SIMPSON"PH co
co
along braced wall
cfl
20 3 3 4 5
CLG JTS POURED CONCRETE/ 24 24 3 4 5 6
MASONRY 28 3 4 5 7
TOP PLATE 32 3 5 6 7 NOTE:
1 6„ FOUNDATION 36 1 4 1 5 1 6 1 8 ALL STRAPPING,ANCHORS, HOLD
2 STORY BRACED WALL PANEL DOWNS,&ADHESIVES TO BE
1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S
2. Tabulated uplift connection requirements assume a building SPECIFICATIONS
located in Exposure B. W Y
3. Tabulated uplift connection requirements assume a roof and Z r-
= ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a DETAIL -¢-u M O
ceiling assembly is not present or if the ceiling assembly is not Y
Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. w Q �
hall be increased by 1 nail at each end of the strap. W 0 W
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @16"O.C. for Wind Loads - Exposure B z
(ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): . Minimum ASTM A653 Grade 33 steel strap. 0 Z
J W
W _j -J �
> FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust Wind 90 100 110 120 W 0 Q 0
8d Cc�6"cc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLATE TO Seed(mph 130 0
LO
along braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. STRUCTURAL SHEATHING CD }
FLOOR JOIST co U) m
CD CV Q
E F E F E F E F E F
SIMPSON HOLDDOWN W/ 5 "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON
/8 Stud Spacing Maximum Nail Spacing for Bd Common Nails
6„ ATR(ALL THREADED ROD) Sheathing Location (inches,o.c.) or 10d Box Nails (inches, o.c.)' "SIMPSON"PHD6 NAILS @ 6"Q.C.
o I SEE THIS SHEET FOR DETAIL o FOR FULL LENGTH
12 6 12 6 12 6 12 6 12 6 12 °° OF STUD W
8d COMMON NAILS
@ 6"O.C.ON EDGES Interior Zone 16 s 12 s t2 s 12 s 12 s 12
ONLY °° Q co
1/2"MIN.STRUCTURAL
co
WOOD PANEL =
� 8d COMMON NAILS 24 s 12 6 t2 6 12 6 6 s t2' ¢ U � N
@ 12"O.C.ON
12 6 12 6 12 6 12 6 12 6 12 _J
-.�
FIELD ONLY 4" EDGE ZONE
II
16 6 12 6 12 6 12 6 12 6 12 I W 0 1" -
3-16d@16"oc 5 DIAM. 0
24 6 12 6 12 6 12 6 12' 6 12' II " • ° • ° = U 0
SIMPSON HOLDDOWN W/ V8 0
along braced wall a •
ATR(ALL THREADED ROD) ° , <• 0 W
ANCHOR, EMBEDMENT LENGTH OF BOARD SHEATHING or LAP SIDING W Z
ANCHOR IN CONCRETE IS 10"MIN.. °
L -7
Rafter/Truss Spacing 0 Z
FLOOR JOIST _
USE SIMPSON SET EPDXY-TIE HIGH Sheathing Minimum Number of 8d Common Nails or 10d
' g Size (inches,o.c.) co
Box Nails per Support W
STRENGTH EPDXY ADHESIVE TO p NOTE: W
SILL PLATE SECURE ANCHOR,DRILL 3/4 DIAM. lx6 or lx8 Sheathing 12-24 2 2 2 2 2 ALL STRAPPING, ANCHORS, 7/8" OHREADED ROD EMBEDDED 12 1/2" CO ()
INTO CONCRETE W/ SIMPSON"ET(HIGH O
HOLE FOR EPDXY.FOLLOW 1x10orLargerSheathing 12-24 3 3 3 3 3 HOLDOWNS &ADHESIVES STRENGTH EPDXY ADHESIVE &FOR TEMPS a- w Z L0
ANCHOR BOLTS , )
MANUFACTURER'S INSTRUCTIONS. TO BE INSTALLED AS PER 07-40'F USE"SIMPSON"AT.(HIGH STRENGTH 0 z _ = W CV
E Nail spacing at panel edges(in.) ACRYLIC ADHESIVE W' w J U W U l C37
POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel field(in.) MANUFACTURER'S SPECIFICATIONS ) Uof o r
MASONRY 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment Q r'
requirements shall be used.
FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO
DETAIL
with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced
to 6 inches o.c.
3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. /8 -
2 STORY END WALL SHEA RWA L L 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S.
BLOCKING @ ENDWALL TABLE R301.2.1.2
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
GENERAL FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d
RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY
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 q b
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)
FASTENER 4 FEET < 6 FEET <
1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN
AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION < 4 FEET < 6 FEET < 8 FEET
MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); ATTIC No. 8 WOOD SCREW BASED
CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8
OR END JOIST NIEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH
BRACED WALL PANEL BRACED WALL PANEL
BACK @ 4'-0"O.C.
8d @ 6"O.C.ALONG 8d @ F O.C.ALONG TOE NAIL 3-8d NAILS AT _j No. 1 O WOOD SCREW BASED
��— BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER Q ANCHOR WITH 2-INCH 16 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 EACH4B-, EMBEDMENT LENGTH
BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER
BLOCKING 2 BAYS
— 2-16d NAILS EACH SIDE BACK @ 4'-0"O.C.
INTERIOR ZONE 4—
CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height,
OR END JOIST P;1EMBER DIRECTLY ABOVE ® PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel.
@ 16"O.C.ALONG
BRACED WALL PANEL GRACED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails.
NOTE: — GABLE WALL 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.
FOR SI:1 INCH=25.4 f9M 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS
IN EA.ZONE BACK@4'-0'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
Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE INCLUDE BAFFLE ADJACENT TO SOFFIT AND SAVE
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 whirliDool 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. L
Clothes with standpipe 2 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2
AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS U3 —� j-� L/3
OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-
Dishwasher (on separate trap) 1 1/2 ADHERING POLYMER-MODIFIED BITUMEN SHEET IN
Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL I I
Kitchen sink (one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR j—NONOTCHES p
traps, with or without WALL LINE. D16MAX. I PERMITTED
dishwasher and food waste 1 1/2
disposer)
D/6 MAX.
SHEATHING Laundry to
one or more com artments 1 1/2
AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT
LIQUID FLASHING b ower (barea on tne totai D/4MAX. z
flow rate through O
showerheads and bodysprays)
Flow rate: pUJI
5.7gpm and less 1 1/2
more than 5.7gpm up to 12 .3gpm 2
more than 12.3gpm up to 25.8gpm 3 D/3MAX.
SEAL
AIR SHIELD more than 25.8gpm up to 55. 6gpm 4
NOTE:
FILL JOINT WITH LIQUID FLASHING & CREATE 1" BA14D NOTE: MAX.DFROM
OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SUPPORT FLOOR JOIST-END CUTS
SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS
SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND
TERMINATED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D
D/3 MAX.
RAFTER CEILING JOISTS v co
CO
. M
M t�
REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION N 00
PRE—ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. r
CY) co
THE CONSTRUCTION TYPE 2IN.MIN.FROM TOP
DESIGNATION SHALL BE AND BOTTOM OF JOIST
I , 11 , III , IV OR V PIPE OR CONDUIT
TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH)
CLASSIFICATION OF THE STRUCTURE
CUTTING DRILLING AND NOTCHING DETAIL w
UNDER SECTION 602 OF THE BCNYS
SECTION 1265.4 SIGN OR SYMBOL OF JOISTS z
6" DIAME ER I (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 w p >_
I I 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 112 INCH(12.7mm). THE BACKGROUND w >. Q Lu
(B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED U z z
EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. } o _j ui
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, Lu -j Q
O THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER TOP PLATES O O 0 O
REFLECTIVE RED i =: ` A ?,2., OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGNOR OR DECAL. U
SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF
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 CD Ln
REFLECTIVE WHITE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: co CD C m
(2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE
J AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE
A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND BORED HOLE MAX.
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"I","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 AFIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. W r-
EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) d co
(C)THE SIGNOR 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 518"MIN.TO EDGE O N
al STRUCTURAL COMPONENTS AS FOLLOWS:
,,,O �I OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE �
= I 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; ° 5/8°MIN,TO EDGE Q J
II "R"SHALL MEAN ROOF FRAMING;AND C�
'k. i HAVE BEEN AFFIXED. O
D THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FIR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT
AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY O EXCEED D DEPTH
5 THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN Z
OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUD DEPTH = -
CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE H- 0 o
SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. o " U U -'
BORED HOLES SHALL NOT BE W' IF HOLE IS BETWEEN 40/o AND 60/oWORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE F STUD DEPTH,THEN STUD MUST BE Q
LOCATED O THE SAME CROSS DOUBLED AND NO MORE THAN TWO J
STROKE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN
ROOF FLOOR SECCESSIVE STUDS ARE DOUBLED W Z <I
OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION AND OTHER OBSTRUCTION THAT STUD AND SO BORED 0 U) Ur
MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS —
TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V � 0
DESIGNATION FOR STRUCTURAL
COMPONENTS THAT ARE OF U W
TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. Q U 0
CL
FLOOR FRAMING , INCLUDING 0
DRILLING AND NOTCHING DETAIL � 0 z _� _ = w N
Of
GIRDERS AND BEAMS V OF STUDS a- o- - � Q �-' of
0 � J J 6 W
R ROOF FRAMING F
DWG NO
R FLOOR AND ROOF FRAMING
8
ROOF AND FLOOR i
3
BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION.
a 8