HomeMy WebLinkAbout52942-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
„
SOUTHOLD N Y
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#: 52942 Date: 05/04/2026
Permission is hereby granted to:
David A Doroski
Sao Summer Ln
Southold, NY 11971
To:
construct an accessory structure as applied for per SCHD approval.
Premises Located at:
500 Summer Ln, Southold, NY 11971
SCTM# 78.-9-21
Pursuant to application dated 11/21/2025 and approved by the Building inspector.
To expire on 05/03/2028.
Contractors:
Required I s e ions:
Fees:
Accessory-New Structure $347.50
CO Accessory $100.00
mm Tota I $447.50
Building Inspector
Will
fir
TOWN 0-V
Town Hall Annex 54'►75 NJCaln Read P. 0. Box 1179 Southold,NY 11971-0959
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T`+elephon+e (f'1) 765-1802 Fax(6"1) 765-950 � ��u�� �� �, ��� % � 10,
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Date Received
A0.P"P L I CA T IV,0 NF F 4 0201 R_ U f t. rG' P E R'[�eq 1 11"
For Office Use Only
y
1MV 2 1 2025
PERMIT NO. mBuilding
I
Applications and forms must be filled out in their entirety.Incomplete
accepted. 'here the Applicant Is-net the owner,an
applications v�r�ll not�►
pp
P
• r
Owner's Authorization farm(Page 2)shah be completed.
Date:11118/25
OWNER(S)OF PROPERTY:
Nam e:Lucy Cat 2 LLC
SCTM #1000-078-00-99-00-921 w000
Project Address:590 Summer Ln SoUthold, NY 11971
Phone#:5169034516 Email:nico►#e@9hpre•Dorn
.......................
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fires .............
ea
ch NYMaildt
CONTACT PERSON:
Name.Michael Liegey and Nicole Cooper
Mailing Address:
18 respectively_ Email:mikelieg@aol.com and nicere@ghpre.com
Phone#.+1�,�189�`78�8 and ������4� ���
DESIGN PROFESSIONAL INFORM A►71ON:
Name: Design ,Services- JoshuaMeJaM Meyery"
Rd Bay ,Sho�r�e , NY 11?95
N'lailing Address:'[�,5�'` Udall
Emrail:'peyertmlamds.comPhone#:5318887318 J
11
CONTRACTOR INFORMATION:
Name:Peconic Building Solutions- Michael Liegey
0060,
Mailing Address:
Email:[' likelie aol.corn
Phone#. /8977318 �
DESCRIPTION OF PROPOSED CONSTRUCTION
` n D Re air *Demolition � Estimated Cost of Project:
New�tr ��t ��� ❑Add�tron ❑Alteratxa !� � 450000
❑Other ----------
Will the lot he e- ra ed, Yes C�No
Will excess fill be removed from premises? Dyes No
PROPERTY INFORMATION
WHOM hmm!
�� Intended use of r�}����• Single fan"1Existing use of property. o "'"in l am P -40
p
Zone or use district in which premises is situated: Are there any covenants and restrictions with res e+ct to
R-40 this property? FlYes RNo IF YES,PROVIDE A COPY.
, 'fhe aew erjc antra ►rf design p tonal is responsible for all drainage and storm water issues as provided by
�.
Chapter 236 of the Town Code. APPUC:AITICN fS HERE13Y MADE to the Building Departatent for the issuance of a Buflding Permit pursuant to the Building Zone
ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laves,Ordinances or lRegulabons,for the construction of buildings,
additions,alterations or for removal or damn Ot n as herein described.The applicant agrees to comply with as app icable taws,ordinances,building code,
horsing code and regrrsWtons and to admit authorized inspectors on premises and to building(s)for necessary inspections.False statements made herein are
punishable as a Chm A misdemeanor pursuant to Section 210.45 of the New York Stye 11 Penal Larva.
,Nicole CooperApplication Submitted By r t name).
�Al�th t2C1��d
Signature ofApplicant:
. agate.
STATE OF NEW YOR }
�
COUNTY 06 O }
1
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual Signings contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
duly authorized to perform or have performed the said work an t ,make and file this
of said owner or owners, and is u y
. t contained in this application are true to the best of his�; h o e and belief;and
application;that all statements pp
that the work will be performed in the manner set forth in the application file there '
N
Sworn before me this d
fi
3 '�' 2 .
day of �t
Pu Jit
Lora A.,Rosenthal
Notary Public,N.Y.
�r
f"j ha a �4y{1 p
:
where the applicant is not the owners Expires Ang 11,20(
l residing at
do hereby authorize to apply on
mar beh
alf to the Town of Southold g P
Building Department for approval as described herein.
a o
Cate
owner's Signature
e
Print Owner's Name
2
,P
BUILDING DEPARTMENT- Electrical Inspector
TOWN of SOUTHOLD
4 Town Hall Annex - 54375 fain Road - Po Box 1179
Southold, New`fork 11971-0959
Telephone (631) 765 1802
APPLICATION FOR ELECTRICAL INSPECTION
information Required)ELECTRICIAN INFORMATION (All � ) Date: 1-28-2026
Company Name: Js Long Island Electric
Electrician Name: Johnny Hernandez
License No..
' ME-68984 Elec. email: Jslielectric@grnail.com
El ec. Phone No.n (631)402-0273 uet an email copy of Certificate of Compliance
request
Elec. Address
.: 796 c b sin ave ys r ny 11706
.J OB SITE INFO RMATI ON (All Information Required)
Name: Lucy Cat 2 LLC
Address: 500 Summer Lang;
Crass .Street: North Bayview Road
Phone o.: 516-903-4516
Bldg.Permit#: email: nicole@ghpre.com
Tax Map District: 1000 Section: 78� Block: 9 Lot: 21
�
BRI E DESCR
IPTION ION F WORK, INCLUDE. SQUARE FOOTAGE (Please Print Clearly):'.
,
Temp.,service
el
SquareFootage,* -1192,450,
I ON I WIN ....
Circle All That Apply:
y p Is fob read for inspection?: LJ YES NO Rough In Final
��
Da ou need a Temp Certificate?`: YES
v No Issued on
Temp Information: (All information required)
Service Sze LN
E:13 Ph Bile: 100 A # Meters old Meter#
. (Ph
Reconnect Flood ReconnectF�Service Reconnect nUnderground[536verhead
New serv�ce�]Fire []
# Und nd Laterals�L]1 � H Frame
me Pale Work done on service? Y iiii1ill
Additional Information:
PAYMENT" DUE' 'WITH APPLICATION
GENERAL NOTES E 11
GENERAL: 0 P 0 FOIL' . G1 % A %.'.A
1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING �
DEPARTMENT.
2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
AS WELL AS ALL CURRENT NEW YORK STATE CODES �� f
3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE
BUILDING CODE NOTE: I
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 WORIK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE
THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS3 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 SHAALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF
FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DIEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24.
Lil ', "
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. ",
6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCA L EDi 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 Inif
AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33
CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS,
7. OWNER/CO
CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND LU.L.APPROVAL. ELECTRICAL CODE NOTE: --
8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP L.LC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE
FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJIECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE
CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY 500 SUMMER LANE
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:
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 SOUTHOLD , N .Y. 11971
BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS.
11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAIL 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
TO BE
12.IT ISTHOE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE
CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURINJG CONSTRUCTION 1 TITLE SHEET
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.
14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED.SHALL IN ACCCORDANCE WITH
SECTION 2 FOUNDATION GARAGE PLAN ROOF PLAN
15.INTERIORWALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND NOTE:
EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703
16.THIS PROJECT COMPLIES WI THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 3 ELEVATIONS , SECTION
BE VARIFIED IN THE FIELD BY THE CONTRACTOR, S 240 52' 20�� W 1 OO.00,
MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH AND RECEIVED DISCREPANCIES SHALL BE
PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER;33,ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE IMMEDIATELY REPORTED TO THE ARCHITECT. 4 FRAMING DETAILS
CARPENTRY: FOR
2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY - - - -PROPER CONSTRUCTION OF ANY PART OF THIS WORK zo
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. -
C',
�CPATIOD
2. ALL LUMBER TO BE A MINIMUM OF 8 ABOVE FINISHED GRADE. (U1.O.N.) 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 5 ENERGY SEALING DE7AILS 4.4 SHED � I � !7.7
LAV 1
3. SILLS TO BE FLASHED(TERMITE SHIELD)Wl SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF O I PROPOSED
2-TxT U.O.N. BUILDINGS. I e.r IN-GROUND POOL 140' 12 0' I I cn
6 NOTES DETAILS M
4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. m I dj z
5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.NI.) O_ L- PROPOSED O: O
GARAGE 5' y _ j >
6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) 7 NOTES & DETAILS � - � � L. �-��7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"'BEARING.
S�GOP iz.a
8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ I I 347 I 1 v SEAL _
I I �. , _ . , .
MODELS NUMBERS ON PLANS. 8 NOTES & DETAILS =
9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SIPACE FOR EMERGENCY AG r�
ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDINIG CODE
WHEN GRADE SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL I a PROPOSED TWO
oo STORY DWELLING
TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"A\ND MINIMUM NET WIDTH I dS o
OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. I I w ~L
❑
U❑ P
10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. 1 .
ALL GLAZING SHALL COMPLY WITH SECTION R308. W i a � 3 I 33.9 I ti`�,,�
11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 �/ 1 31.4'
120
12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IIN-WINTER SIDE OF THE
INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING cl- I d'
WALKY
ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. � I u')
13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. � 0 " I PROPOSED I 0
ELECTRICAL: 1 - -� - COVERED PORCH- - - J I Co1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE \ I 100
NFPA 70 NATIONAL ELECTRICAL CODE GEOGRAPHIC TABLE DESIGN R E Q U I R M E N TS M
PROPOSED TWO STORY DWELLING N 00
2020 NYS UNIFORM CODE FILED UNDER SEPARATE APPLICATION N �
2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICA"kTE UPON COMPLETION THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A 383.22
OF WORK. O - - - - - - - - - -
3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS3 34-43
AND LOCAL BUILDING DEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O N 250 05' 30" E 100.00,
4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314.
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD)WIRED. SUMMER LANE
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 ANNUAL - PLOT PLAN
6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANIDLING THE IMPOSED LOADS OF SNOW LOAD SPEED d TOPOG SPECIAL BORNE -BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARD TEMP
PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO)MEET CODE COMPLIANCE. RAPHIC WIND CATEGORY 'WEATHERING, TERMITE TEMP REQUIRED INDEX 1"-20'-0"
MPH EFFECTS k REGION
DEBRIS DEPTH Y
FOUNDATIONS, CONCRETE AND MASONARY: 1 MILE
g 3 FEET 15° YES INSERT FLOOD 599 51°
1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOUL. 20 PSF 130vu1t NO NO FROM THE COAST SEVERE BOF HEAVY ZONE OR N/A LOT AREA= 10,929.3 S.F.
rn 0
t- - - - - - - - - - - -r Z o
2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. I FIRST FLOOR= 1,138.7 S.F. I DETACHED GARAGE=248.0 S.F. ¢ >_ a0 w
SECOND FLOOR= 1,075.6 S.F. COVERED PATIO W/LAV&CLO=201.3 S.F. z Z
3. FOOTINGS TO REST A MIN 3'-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO i I � w
COVERED PORCH= 109.3 S.F. w o _j w
(VRISEMAX) MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS I REAR STOOP=37.OS.F. I Q Q W
4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON 1 IN-GROUND POOL=336.0 S.F. I � � �
PLANS. (U.O.N.) _ U)
ALTITUDE INDOOR DESIGN I EX.SHED=82.6 S.F. I p 0 �
WINTER SUMMER HEATING TEMPERATURE o �n �
5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE - - - - - - - - - -� W o 0 c0 Q
FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIIFFERENCE w Lo (n m
W
6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON P'LANS. FILED UNDER
u)7. ALL OPENINGS FOR GS FLUES; UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 400 N 150 F 850 F 1.00 680 F 750 F 53o F SEPARATE APPLICATION 0 z
ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED Wl 1/2"SPACE @
SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMIMER HUMIDITY W
O
8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING C� �
�
.J O
3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED.
3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POUREO STEPS. 10°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 45-55% 32(GR @ 50% RH ZONING ANALYSIS DWELLING:ZONE R-40 ¢ O U o N
9. CONCRETE SLABS TO REST UPON MINIMUM 6 OF FINE GRAVEL OR SAND WITH ISSUE REQUIREDIPERMITTED PROPOSED -�
MINIMUM 6MIL, POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. J
LOT SIZE 10,929.5 S.F. 10,929.5 S.F.
10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANTS. 0 W
11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"0I.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MAx. BUILDINGHEIGHT 35'-0" 33'-11" U 0 o
EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE MIN. FRONT YARD 50'-0" 35'-0" c
W/WEEP HOLES @ 4'4"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. U�
WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN SIDE YARD MIN. 15'-0" 32.7'
12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTEERIOR OF FOUNDATION WINTER ICE SHIELD FLOOD W Z
GROUND (FREEZING ANNUAL
DESIGN DESIGN UNDERLAYMENT SIDE YARD AGG. 35'-0" 32.7' W 0
FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED SNOW LOAD SPEED d TOPOG SPECIAL BORNE -BORNE FROST LINE HAZARD TEMP _
CODE LIMITS. RAPHIC WIND DEBRIS CATEGORY 'WEATHERING. TERMITE TEMP REQUIRED INDEX 0 Z &5
MPH EFFECTS k REGION DEPTH MIN. REAR YARD 50-0 38.3 W W
13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORIDANCE WITH SECTION R1001. (n
1 MILE 3 FEET MODERATE SEE YES NO 599 51° GROSS FLOOR AREA 2,100 S.F. PLUS 12.5% FIRST FLOOR= 1138.7 S.F. p 0 I- 0
PLUMBING, MECHANICAL, FUEL GAS, A/C: 20 PSF 130vult NO NO FROM THE COAST B SEVERE BOF ~ _ ') Lo
& FIRE ISLAND TO HEAVY BELOW OF LOT AREA IN EXCESS SECOND FLOOR=1,075.6 S.F. w � w Z N
1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NVEW YORK STATE2020 I.M.0 OF 10,000 S.F. TOTAL GROSS FLOOR AREA=2,214.3 S.F. o w W = = IN Lo
AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. w W C I2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQIUIREMENTS. WINTER DESIGN TEMP: ALLOWED=2,216.2 S.F. ° u Q �" co
3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY VYVITH 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 LOT COVERAGE 20% 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 a
AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEWYORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 , WINTER DESIGN TEMP15°F, DRY BULB 89° F, WET BULB 75°(2020 IPC APPENDIX D) ALLOWED=2185,9 S.F. 2 1 /o 52.9110,929.5=.197=19.7
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 } d
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 Q
PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. (,J
16-0"
T-1 T 12'-0"
---------------------
3'-1 0" 12'-0"
WINDOWS SHALL BE MANUFACTURED BY:ANDERSON 400 SERIES
ALL WINDOWS MUST HAVE A U-VALUE OF.35 OR LESS.
Q =INDICATES EMERGENCY ESCAPE& RESCUE OPENING AS PER R310.1
———— C4WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF
1 z SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2)
o ~ w T =THIS WINDOW MUST BE TEMPERED SAFETY GLASS
I 10 Z I N o � o AS PER SECTION R308 OF NYS BC
M I 2 8 i ow o M ¢ POOL �pp0 � CO � LL WOCD =THIS WINDOW MUST BE PROVIDED WITH WINDOW OPENING CONTROL DEVICE
o � I I I I o W � I CLOco
AS PER SECTION R312.2.2 OF NYS BC
cloz ¢ I I I a 0 z w w I u x o x 0
O � 1 0 0 O o o vn U) iv N
o h o I I I I o w I Q COV RED PA 10 o Ln R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED
p PAVER PATIO I I I I o 0 w c9 10' "VAULTED CL o BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE
cz� m w o z �4 v O 0 z @� z t 2"x 10"RIDGE 2"x 10"RIDGE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING.WHERE BASEMENTS CONTAIN ONE OR MORE
1 O I I I I � m w ui J J SLEEPING ROOMS,AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH
¢ � m I I I ¢ 00 ¢ a 'D ' N SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC
O m SLAB OIN GRADE z I I o U- � J NIF IF N cn
o w WAY,OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY.
d co _
" � Owl I a co z: I � o �
X O o w o I X ¢ 5 R310.2.1 MINIMUM OPENING AREA
¢ M o I I I x M I � ¢ �`� + u EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7
I T-0" 0� LAV � �� 1p,, o
co a O I I I 22 `o - tip U- �P L �, SQUARE FEET(0.530 M2).THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE
m I I I I I X q co o ��y q!!F OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE
o U I M `" JQ� y�9� INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24 INCHES(610 MM)AND THE
NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES(508 MM).
co
z r EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING
_ I = AREA OF NOT LESS THAN 5 SQUARE FEET(0.465 M2).
0i If 1 ---------- I N 2"x8"@161,OC 2"x8"@16"OC
=o z I I I 11'-4" R310.2.2 WINDOWSILL HEIGHT
ROOF RAFTERS ROOF RAFTERS
0 0 8"ICONC.FOUNDATION WALL I pp� WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A
w Of I I ( SILL HEIGHT OF NOT MORE THAN 44 INCHES(1118 MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS
a of I IW/8 x 16"CONC.FOOTING I I I BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3.
owl I I I M M
I I I I M M ( R312.2 WINDOW FALL PROTECTION
ui WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.2.1 AND
to
( I PROPOSED I I e I R312.2.2.
UIN-EXCAVATED i i Q o R312.2.1 WINDOWSILLS
IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS
I - 4"TrHICK POURED CONCRETE SLAB WITH I I o mI LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED FLOOR AND GREATER THAN 72
I 6"XC 6"x 1.4 x 1.4 WWM REINFORCING I I o o INCHES(1829 MM)ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR
I I OVIER 6 MIL VAPOR BARRIER OVER 3" I I � C� GARAGE o 2"x 8"@ 16"OC 2"x 8"@ 16"OC OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING:
"' ROOF RAFTERS ROOF RAFTERS OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER(102 MM)SPHERE TO PASS
o R.C%.A.COMPACTED BASE. -j I N N z N N THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION.
`" 10'-0"VAULTED CLG OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY
0 o i I �' I WITH ASTM F2090.
0
U- CD OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY
o l i I WITH SECTION R312.2.2.
I u o iA 2"x 8"@ 16"OC
R312.2.2 WINDOW OPENING CONTROL DEVICES
1�2 01 I z w CEILING JOISTS V uj I WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090.THE WINDOW OPENING
"zp ¢ CONTROL DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE
I °O U I I o w o WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW
I I I cn o X I UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1.
II I I COx CIA
m w N A 2"x 8"@ 16"OC 2"x 8"@ 16"OC hL
z N ROOF RAFTERS ROOF RAFTERS
I �— -----J I 2-13/4"x 117/8"LVL HEADER I I O
8'GARAGE DOOR L J >
�-——DR6FK-B-f6UJ eATiO f-Ai-GARASEBOe —-J
2'-0" 8'-0" 74'
I A T 8'-3" 1'10" f' =
SEAL
12'-0" 12'-0" �� � C1
` N.K.
PROPOSED FOUNDATIION PLAN PROPOSED GARAGE PLAN PROPOSED ROOF PLAN �yi �'
1/4"=1'-0" 1/4'=1'-0" 0_F N�
CO 00
M
C? I�
NP 00
N 00
co co
CD CD
NOTES:
1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH
OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON
THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.
SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS.
2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL O
AT MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER 0
SQUARE FOOT WITH A MINIMUM OF 3'-0"COVER. Z p
3. ALL CONCRETE SHALL BE 3,500 P.S.I.
} O w
0 Of Elf Elf z
4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, w Q -i w
THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. Q Q O
CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. a O= 0 2
10" BACKFILL TO BE FREE OF WOOD,TRASH,ETC. C) W F U)
CONCRETE WALL 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS W C8 0 N m
BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE w
DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF
' PRIMING BITUMINOUS PLASTIC CEMENT.
1/2"A.B.((��48"O.C.WITH 0 Z
' 3"x 3"x 1T4" PLATE WASHER 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. 0 0
7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( �- M
PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR W Z O d-
2"x 6"SILL PLATE0 J z 0
MORE THAN 7 PERCENT. Q 0 mo In
N
� CONCRETE WALL 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. Q w (,)
LUMBER. Ur >- J
q cli
/ W W
M -_
co m _ m 0 O
U 0
0 w
A.B. / 48"O.C, J
.WITH 0 0
3""x x 3"x 1(�T4"PLATE WASHER
4 o
� W
W ~ �
z W
C'4 iv 1.MIN.7"EMBEDMENT INTO CONCRETE (n
M RIM J101ST w/3"SQUARE WASHERS AND END NUT SETUP 0 = z LO
2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR w o w Z N
OR REPLACED BY HOLD DOWNS FOR SHEARWALLS p w W
z = =
w
� � J U W I-l
N
1'0" 6'-0"PMAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. d fl U U� Q F- p
TO 12"MAX.FROM ENDS OR CORNERS
4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. DWG NO
ANCHOR BOLT SPECIFICATION 2
R403.1.6 FOUNDATION ANCHORAGE
8
ASPHALT
SHINGLES
VINYL SIDING
DODO � ®
VINYL SIDING VINYL SIDING
GRADE GRADE GRADE GRADE
I 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
LJ ———————————————— —————————————————— ———————————— ———————————————
6"x 6"POST ANCHORED ON
18"0 x 36"FTG.BELOW GRADE
AND 4"-6"ABOVE GRADE
PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION
1/4"=l'-0" 1/4"=1'-0"
All
ASPHALT ASPHALT
_SHINGLES SHINGLES
BO D&
BATTEN
z
0
® ® ® NEW N �n
30„6 0 H 6 H w
N o'
VINYL SIDING
SEAL
HtJ
u LI
GRADE GRADE GRADE
GRADE
8"CONC.FOUNDATION WALL I I I I I I I I I 8"CONC.FOUNDATION WALL
W/8"x 16"CONC.FOOTING I I I I I I I I I W/8"x 16"CONC.FOOTING
6"x6"POST ANCHORED ON I -------I ----- - -I ---- -----------------------� a F. tv��i
---- — — ----- �_ I .....
18"D1x36"FTG.BELOW GRADE L_ I-------y-1-------1 -I------------------------ ----
AND 4"-6"ABOVE GRADE 6"x 6"POSIT ANCHORED ON
18"O x 36"FTG.BELOW GRADE
AND 4"-6"ABOVE GRADE
c co
PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION N 00
`* co
1/4"=11-0" 1/4"=1'-0"
cy) co
,ONT RIDGE VENT w rn O
NE W 2"X 10"RIDGE Z
>7 O w
0 Z z
w p J
NEW 2"x 8"RR 16"oc NEW 2"x 8"RR 16"oc Q 2 O < O
1/2' PLYWOOD SHEATHING 1/2' PLYWOOD SHEATHING "SIMPSON"HD08 OR 2-16tl COMMON D- H 1) U)
#15 FELT 12 #15 FELT "SIMPSON"PHD6 NAILS @ 6"O.C. p o Z) � }
ASPHALT SHINGLES 1 10 ASPHALT SHINGLES o FOR FULL LENGTH C 04 m
12 0 ° OF STUD fy-
NEW 2"X 8"CEILING JOISTS @ 16"OC 101 NEW 2"X8"CEILING JOISTS @ 16"OC ° > U)
o 0 z
--- °° 0 0
z ' w
co
q J ° o
iI Q m Lo
° a• I U 0
12"OVERHANG 12"OVERHANG ° • • ^ ' . (� �- J
3"CONTINUOUS SOFFIT VENT 3"CONTINUOUS SOFFIT VENT
W LLJ
NEW 2"x 4"STUDS 16"oc o GARAGE NEW 2"x 4"STUDS 16"oc • • a : • • •• ,• = W O O
1/2"CDX PLYWOOD SHEATHING 10'-0"VAULTED CLG 1/2"CDX PLYWOOD SHEATHING ^ () _
VAPOR BARRIER VAPOR BARRIER Q I�
R-3 RIGID INSULATION BOARD R-3 RIGID INSULATION BOARD NOTE: i
7/8 OHREADED ROD EMBEDDED 12 1/2" W z Q d'
SIDING AS SELECTED BY OWNER SIDING AS SELECTED BY OWNER ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH p W O 0
HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS W
in TO BE INSTALLED AS PER 0°F-40oF USE"SIMPSON"AT. (HIGH STRENGTH W Z 0)
GRADE GRADE MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) 07 z
_ p�
0 c)
c~i w z CV
w
DETAIL � ZC)i w �
NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL � � � U Ur Q � of (6
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 SPECS.
TOGETHER OR SELF-ADHERING POLYMER
MODIFIED BITUMEN SHEET. I ROOF SHINGLES
I 1"AIR SPACE
#15 FELT PAPER ROOF SHINGLE. 1 1/4"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
I 1 1/4"x 20 GAUGE GALV.
STRAP(TYP.)WITH(6)8d
COMMON NAILS IN EACH
( END OF STRAP.
I ..
SIMPSON
IMPSON
H 2.5A CLIP
ALL FASTENERS SHALL BE INSTALLED WITH STRICT
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 1/4"x 20 GAUGE GALV. ADDED TO ROOF RAFTER WHEN
STRAP(TYP.)WITH(4)8d ALL FASTENERS SHALL BE INSTALLED WITH STRICT CATHEDRAL CEILINGS CONDITION
ALL FASTENERS SHALL BE INSTALLED WITH STRICT
VALLEY FLASHING COMMON NAILS IN EACH ACCORDANCE W/MANUFACTURER SPECIFICATIONS EXISTS
ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP.
LSSU "SKEWABLE"CONNECTOR
DETAIL "A" DETAIL "B" BY SIMPSON OR APPROVED EQUAL. DETAIL "C" zt�, 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 3,
NOTE: 3/4"SUB FLOOR GLUED AND SCREWED X 4" FRAMED (TYPICAL)
STRAP DOWN WALL STUD WRAPPED NOTE:
INSULATION SHALL FILL FLOOR CAVITY "' 0
TO UNDERSIDE OF FLOOR JOISTS& SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. R15 MINERAL FIBER INSULATION
BACK DOWN WALL STUD -
PARTITION. -
BETWEEN HEATED& NON-HEATED THOUGH BOLTS 14
SPACES• HEADER
11 1/2" INSULATION STEEL PLATE
FIBER STRONG RIM BOARD BY
MANUFACTURER @ END OF JOISTS.
1 1l4"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT
1 1/4"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. OVER FL JOISTS&DOWN
WALL STUD
U)
DETAIL "Ell DETAIL T " A& DETAIL "T DETAIL "H"
CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=1'-0" FIRE SEPARATION @ GARAGE WALL N.T.S. 112"HEADER W/STEEL PL TE DETAIL 1'-0" >w
=
SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 1 HOUR RATED
UL Design No.U333
SEAL _
SHEATHING NOTE
f� AR
SIDING ALL STAIRS, HANDRAILS& X�� �y
FLASHING CONTINUOS VENT RAILINGS SHALL COMPLY j��, j�.K, jF �s
w/HOA
W/RCNYS SEC. R-311 &R-312
V •" r'/ `�
Q
Q
1/2" 0 z_JR STEEL HANDRAIL
1 1/4"AIR SPACE
BACK-FLASHING '�/ 2 UFINGER CLR.AND NOT1/2"MIN. BLANKET INSULATION ao pMORE THAN 4.5"
o
3/4"AIR SPACE FROM THE WALL. _T
ROOF RAFTER = :i- w
3/4"0 LAG BOLTS TOP oo
BOTTOM @ 24"O.C.MAINTAIN
2"EDGE @ END DISTANCES.
�t ao
9„ ao M
WOOD STRINGER, C?
M TREADS,&RISERS N 00
mt 00
N o0
PRE-MOLDED cM M
EXPANSION JOINT. (.0 cfl
V1//
4"NOSING
G
DETAIL "W" " MINIMUM WIDTH OF STAIRS TO BE 3'-0"
ROOF VENTILATION N.T.S. DETAIL Yll
STAIR AND RAILING DETAIL N.T.S.
Y
rn O
w r
z o �
Q y a w
12 Q 5 R.R./C.J. TO DWELLING PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER 0 D z ° z
ROOF CONNECTION CONNECTION DETAIL F- 2 J J �
w C) _I W
2"x 10"FLOOR JOISTS < j O 0 O
TECO'S
p
2"x6"R.R.@ 16"O.C. (q F_ = G7
HEADER AS PER W � O N m
2"x6"R.R.@ 16"O.C. 'n ti
3 10d COMMON PLAN
1/2'LAG.BOLT — SI SONV
@ 24"O.C. ST PRING @ 16"
0 z
2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMON SIMPSON 12T U 0
2-2"x10"HEADER EA. IDE
1/2'LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY 6"x 6"P.T.SOLID WOOD POST J z o
COV. @ 24"O.C. SIMPSON STRONG TIE Q O co �
PORCH TECO'S Q (D J
N
0 _J
ABU46 POST BASE 5/8" 0
ANCHOR BOLT W W D _
O
SEE DECK LATERAL ATTACHMENT 2"x6"DECKING
2"x6"DECKING DECORATIVE MOLDING 41 x 4"POST ANCHORED IN PSON Q 0
FTG.BELOW GRADE STRAPPING ® 16' 0
DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. 83"x 36"
A4ND 4"-6"ABOVE GRADE Y'.0 LAG SIMPSON 1
� w _
6-8d COMMON BOLTS @ 16" EA a W z U d�
(5-8d COMMON �
II HGR. ® 16" � �-
1/2°LAG.BOLT 3-10d COMMON d /AB POST BASE BY SIMPSON u,J
FILLER STRIP z W
@ 24"O.C. 4
07
' TECO'S a U 0 W z N
5184'O.C. STORY HOUSE O � Q
GRADE DETAIL 'IN" DETAIL "0" w ~ ~ '
O w W = = w Ln
4' FLJ TO DWELLING @ ( ) PORCH COL'S TO HDR. PORCH DETAIL a- Iz Q FW- QI
CONNECTOR POST W/CONC. CONNECTION PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S.
POST CONNECTION DETAIL NTS a � v 0
• DWG NO
DETAIL "M"
4
PORCH CONNECTION DETAILS N T.S.
8
THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE
INSTALL 1"RIGID INSULATION
CUT 70 FIT BETWEEN THE RAFTERS.
FOAM SEAL BOTH SIDES ALONG --CONTINUOUS BEAD
ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. OF SEALANT
MAINTAIN EQUAL VENT SPACE VENTED AIRSPACE _
FOR(LENGTH OF RIGID INSULATION CONTINUOUS BEAD
CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. - OF SEALANT
SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION
CONTINUOUS MINIMAL
C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH CEILING GYPSUM BOARD EXPANDING FOAM AT
SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER
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 INSULATION 7 - - -- CONTINUOUS BEAD
CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - OF SEALANT
TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. CONNECT INSULATING SHEATING X CONTINUOUS BEAD
SEC. R403.1: HVAC CONTROLS - COMPLIES TO RIGID INSULATION BAFFLE I OF SEALANT
SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS
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 CONTINUOUS MINIMAL
SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. EXPANDING FOAM AT
C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 1 1/2"RIGID INSULATION WINDOW PERIMETER
SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. CONTINUOUS BEAD
SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE 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 CONTINUOUS BEAD
SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY OF SEALANT
SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. DETAIL ��A�� CONTINUOUS BEAD
SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. C ADHESIVE
1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD
SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT OF SEALANT CONTINUOUS BEAD
SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT d OF SEALANT
SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER
SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. // -FULL WIDTH OF MUDSILL
TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION ?/Y/^/\ ARUBADRRIER ATION WALLAS
�� \a CONCRETE SLAB AS
PCONTINUOUS BEAD //�//�° AIR BARRIER
OF SEALANT ���/�� _ a ° °
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA VENTED AIRSPACE
ATTIC INSULATION
A continuous air barrier sshall 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
The exterior thermal enwelo a contains a Narrow cavities INSTALL 1"'RIGID ROUGH CUT
General requirements P that on installation readily conforms to the AROUND WENTILATION CHUTE
continuous air barrier.
Breaks orjoints in the airr barrier shall be available cavity space. -AIR SEAL PERIMETER WITH
sealed. Air sealing shall be provided between the EXPANDINJG FOAM SEALANT
Garage separation garage and conditioned spaces. AIR SEALING DETAIL "B"
The air barrier in any droppped ceiling/soffit The insulation in any dropped ceiling/soffit
shall be aligned with the!insulation and any shall be aligned with the air barrier.
gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building CONTINUOUS BEAD OF SEALANT 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 dcown stairs or knee drywall. rated.
wall doors to unconditionied attic spaces 1 112"RIGID INSULATION
shall be sealed.
Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL
The junction of the foundlation 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 shall be sealed. walls shall be insulated by completely filling y EXTERIOR INSULATED WALL
The junction of the top pllate and the top of the cavity with a material having a thermal conforms to available space shall extend
Walls exterior walls shall be se4ed. resistance of R-3 per inch minimum. behind piping and wiring.
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 DETAIL "C" 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. "R-VALUE/THICKNESS PER CLIMATE
and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS)
The space between windtowldoor ambsand 1" RIGID INSULATION AS ATTIC EAVE N.T.S
J The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER
framing,and skylights amd framing shall be Electrical/ z
Windows.skylights and doors phone box on exterior walls electrical or communication boxes or
sealed. air-sealed boxes shall be installed.
Rim joists shall include tine air barrier. Rim joists shall be insulated.
HVAC register boots that penetrate building LLI
Rim joists HVAC register boots thermal envelope shall be sealed to the
subfloor or drywall. 2X LEDGER ON TOP OF
RIGID INSULATION -
The air barrier shall be inestalled 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
Floors(including above garage and framing cavity insulation shall be permitted sprinklers shall only be sealed in a manner C � Q� j
ATTIC INSULATION t h`•'.
( g g g that is recommended by the manufacturer. �� L .K• �F
cantilevered floors to be in contact with the top side of Concealed sprinklers 5
P Caulking or other adhesive sealants shall not
sheathing,or continuous insulation installed on <4 $ �'
be used to fill voids between fire sprinkler q� _� ,.� -+
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 unve?nted crawls ace Where provided instead of floor insulation, +1"OF INSULATION LEVEL `r f
P P P Duct shafts,utility penetrations,and flue I r-�'- �\9 .� � �4
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 l� -
with overlapping joints talped. the crawlspace walls. space shall be sealed. �/F N
-ACCESS PANEL
TABLE R402.1.2 DRAWACCESS PANEL SNUG
a WITH PERIMETER SCREWS
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT FINISHED TRIM ASREQUIRDED
m FINIS 00
00
GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACE c rn . M �
CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL r `` ;. `� DETAIL "D" " " 00
ZONE U-FACTOR b U FACTOR w. DETAIL E
SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE .:,; m``'°:v. `• N o0
h .re AIR SEALING AT ATTIC HATCH //FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S co cfl
4 0.32 0.55 0.40 49 201 OR 13+5 8/13 19 10/13 10.2 FT 10113 °�^��• � °
g RIGID INSULATION SHEATING
h
5 0.30 0.55 NR 49 20)OR 13+5 13/17 30g 15/19 10.2 FT 15119 „
�0+5h
6 OPTION 1 0.30 0.55 NR 49 OR h 15120 30g 15119 10.4 FT 15/19
113+10 A
6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30g 15/19 10.4 FT 15/19
a
NR=Not Required. t r-
u O
For Sl 1 foot=304.8 mm. g- W
PREFAB -� ATTIC INSULATION Z OQ
FIREPLACE UNIT Q >- 111
SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED O
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 4 < ' 0 Z
THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" ~ J L
B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. Q
C. "10113"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT Q O 0 O
0
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
INSULATED EXTERIOR 0 = _
BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15/19"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 y;
. STUD WALL 0 � r
CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. W O N Q
:;._,.•.
INSTALL INTERIOR un cA M
D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A(HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. ` SHEATING PRIOR TO
AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. " 1�: INTALLATION OF PREFAB W
E. RESERVED. FIREPLACE UNIT MECHANICAL LATCH TO (n
F. RESERVED. ATTIC FLOOR FRAMING PRESSURE SEAL AT 0 z
G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY SAND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. WEATHERSTRIPPING 0 0
H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION W M
PLUS R-ALLSS CONTINUOUS EINACCOON. AIR SEALED WALLNT
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 (� J zz O
INTERIOR OF THE MASS WALL. Q 0 O Ln
N.T.S. COMPRESSIBLE WEATHERSTRIPPING U) V N
O AT PERIMETER OF ENCLOSURE Q
MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT Ur �- J
TABLE R402.1.4 a ATTIC INSULATION 0 o MANUFACTURED PULL 0 W -
O DOWN STAIR U O O Or
EQUIVALENT U-FA T R ATTIC TRUSS �-WOOD FRAME FLOOR ASSEMBLY
BASEMENT CRAWLSPACE Q
CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS'WALL FLOOR WALL WALL (D J
ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR
b U-FACTOR U-FACTOR W z U �
4 0.32 0.55 0.026 0.060 0.0)98 0.047 0.059 0.065 l _ - d W 0
5 0.30 0.55 0.026 0.060 0.0)82 0.033 0.050 0.055 Co . = = a v DETAIL "H " LU z w
-i - -
6 0.30 0.55 0.026 0.045 O.Ou60 0.033 0.050 0.05 5 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 0
A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENVT,CALCULATION OR AN APPROVED SOURCE. EXPNADING SEALANT AT PEIMETER A- `U o- I z N
II
B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.WHERE WORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING � 0 w = = LLJ �
INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.0871N CLIMATE ZONE 4 EXCEPT MARINE,0.0651N CLIMATE RECESSED LIGHTING FIXTURE W U W < N
ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. d �- U 0 Q O
C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R3101.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT
NOT EXCEED 0.360. DWG NO
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 OF FASTENER a,b,c SPACING AND LOCATION ITEM 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
ROOF FLOOR 30- FOOT MEAN ROOF HIEGHT
10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE
4-8d box(2 112"x 0.113")or
4-8d box(2 1/2"x 0.113); or 2 BRACED WALL LINES
2 1/2"x 0.131 8d common " or
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 3- ( ) Toe nail ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS
late 3-10d box(3"x 0.128");or b DWB, WSP ,SFB,
P 3-10d box(3"x 0.128"):or WIND SPEED SPACING CS-WSP,CS-G,
3 3"x0.131"nails STORY LOCATION METHOD LIB METHOD GB PBS, PCP, HPS,
3 3"x 0.131"nails
(MPH) FEET 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
2 Ceilingjoists to to late Per'oist,Toe nail PFG,CS-SFB c
l P P 3-8d common(21/2"x 0.131"):or
3-10d box(3"x 0.128"):or 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
3-3"x 0.131"nails top plate(roof applications also) 10d box 1"x 0.128");or 6"o.c.toe nail " 20 7.0 7.0 4.0 3.5
g j P P ( ) 3"x box ('nails ) _ ',t
Ceiling joist not attached to parallel rafter,laps 4-10d box 3"x 0.128";or �.=r � 30 10.5 10.5 6.0 5.0
3 Face nail 3-8d box (2 1/2"x 0.113" ;or
over partitions[see Sections R802.3.1,R802.3.2 3-16d common(31/2"x 0.1670;or 23 1"x 6"subfloor or less to each joist 40 13.5 13.5 8.0 6.5
and Table R802.5.1(9)] 4-3"x 0.131"nails 1 2-8d common(2.12 x 0.131 ),or face nail
3-10d box(3"x 0.128");or 50 16.5 16.5 9.5 8.0
Ceiling joist not attached to parallel rafter
2 staples,1"crown,16 ga.,1 3/4"long 60 19.5 19.5 11.5 9.5
4 (heel joint)[see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail 10 7.5 7.5 4.5 3.5
and Table R802.5.1 9 24 2"subfloor to joist or girder 3-16d box(31/2"x 0.135");or Blind and face nail < 120
( )) 2-16d common(31/2"x 0.162") 20 14.0 14.0 8.0 7.0
9.
g 4--10 common
nails x 0.148");or Face nail each rafter P (P roof) ( ); At each bearing,face nail 30 25.5 25.5 11.5 25
4-10d box(3"x 0.128");or
0.
5 Collar tie to rafter,face nail or 1 1/4"x 20 a `'� 40 25.5 25.5 15.0 12.5
ridge strap to rafter 25 2" tanks lank&beam-floor&roo 3-16d box 3112'x 0.135' or 50 31.5 31.5 18.0 15.5
2-16d common(31/2"x 0.162")
60 37.5 37.5 21.5 18.5
3-16d box nails (31/2"x 0.1135");or 2 toe nails on one side and 1 toe nail
6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148");or 3-16d common (31/2"x 0.162") 10 NP 11.0 6.5 5.5
on opposite side of each rafter or 26 Band or rim'oast to joist End nail
4-1Od box(3"x 0.128"); or joist J 4-10d box(3"x 0.128");or 20 NP 20.5 11.5 10.0
4-3"x 0.131"nails truss 4-3"x 0.131"nails;or
4-16d (31/2"x 0.135");or 3"4- x 14 ga.staples,7/16"crown
Toe nail 30 NP 29.0 17.0
14.5
3-10d common(3 1/2"x 0.1148"); or Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5
4-10d box(3"x 0.128"); or 20d common(4"x 0.192");or at to and bottom and staggered.
50 NP 47.0 27.0 23.0
Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails
7 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(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
3-10d 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
3-10d box(3"x 0.128");or splice
WALL 3.3"x 0.131"nails 30 12.0 12.0 7.0 6.0
40 15.5 15.5 9.0 7.5
4-16d box (31/2"x 0.135");or
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 50 19.5 19.5 11.0 9.5 2N D FL
box x ;or 4-10d 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 joist 2-10d 3"x 0.128" Each end,toe nail
20 16.0 16.0 9.5 8.0
3"x 0.131"nails 9 9 1 ( )
wall corners(at braced wall panels) 16"o.c.face nail S 130
16d common(31/2"x 0.162") 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 NUMBER AND TYPE SPACING OF FASTENERS ;;; 40 30.0 30.0 17.5 15.0
10 Built-up header(2"to 2"header with 1/2"spacer) 16d box(3 1/2"x 0.135") 12"o.c.each edge face nail OF FASTENER a,b,c 50 37.0 37.0 21.5 18.0 1ST FL
Intermediate c,e 60 44.0 44.0 25.0 21.5
Edges su ports
11 Continuous header to stud 5-8d box(2 1/2"x 0.113");or toe nail (inches) inches) 10 NP 13.0 7.5 6.5
4-8d common(2 1/2"x 0.131"); or 20 NP 24.0 13.5 11.5
4-10d box(3"x 0.128") 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
10d box(3"x 0.128");or 12"o.c.face nail
3"x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall) 50 NP 55.0 31.5 .5
31
60 NP 65.0 37.5 31.5
Double to late splice for SDCs A-D2 with 8-16d common(31/2"x 0.162");or 30 . " f
P P p 8d common(2 1/2"X 0.131")nail(roof); 6 12
seismic braced wall line spacing<25' 12-16d box(31/2"x 0.135");or face nail on each side of end joint s I
12-10d box 3"x 0.128" ;or minimum 24"la splice length each or RSRS-01,(2 8'x 0.113")nail(roof)
( ) ( p P 9 10 5.5 5.5 3.0 2.5
13 12-3"x 0.131"nails side of end joint) Z
Double top plate splice SDCs DO,D1,or D2; 8d common nail(2 112"X 0.113"); 20 10.0 10.0 5.5 5.0 0
and braced waft line spacing>25' 12-16d(3/12 x 0135") 31 °_1" or RSRS-01;(2 e"x 0.113")nail(roof)I 6 12 f 30 14.0 14.0 8.0 7.0 U)
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 0�
to top plate r3��
d box(31/2"x 0.135");or
12"o.c.face nail 10d common 3'X 0.148" nail 60 26.5 26.5 15.0 13.0
x 0.131"nails 32 1�" 1 ( )
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 Z'x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 5.0 SEAL
20 18.5 18.5 11.0 9.0Q. D ARC
5 y
blocking at brace wall panel)
2-16d common(31/2"x 0.162");or 2 each 16"o.c.face nail 140 30 27.0 27.0 15.5 13.0 ! v(� N,K.
4-3"x 0.131"nails 4 each 16"o.c.face nail
g g 40 35.0 35.0 20.0 17.0
4-8d box(2 1/2"x 0.113");or Other wall sheathing _,; 50 43.0 43.0 24.5 21.0 / c
3-16d box(31/2"x 0.135");or r� -
1,
4-8d common(2 1/2"x 0.131");or Toe nail 60 51.0 51.0 29.0 25.0
1,.
4-10d box(3"x 0.128");or 33 i structural cellulosic 11"galvanized roofing nail, 11 .4 y
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
16 head diameter,or 18'long 16ga.staple
3 16d box(31/2"x 0.135");or 20 NP 27.5 16.0 13.5 T
2-16d common(31/2"x 0.162");or End nail with 16 or 1"crown 30 N P 39.5 23.0 19.5
3-10d box x 0. ;or
(3" 128") 34 sz structural cellulosic 11"galvanized roofing nail, 40 NP 51.5 29.5 25.0
3-3"x 0.131"nails
fiberboard sheathing 3 6 50 NP 63.5 36.5 31.0
3-10d box(3"x 0.128");or 1-"head diameter,or 1 2'long 16ga.staple
17 Top plates,laps at corner s and 2-116d common(3 1/2"x 0.162");or Face nail with 1-6"or 1"crown 60 NP 75.5 43.0 36.5
intersections 3-3"x 0.131"nails
1„ d 11"galvanized roofing nail;staple galvanized,
35 7 gypsum sheathing 00
3-8d box(2 1/2"x 0.113");or 1 TABLE R602.10.3 2 00 c i
18 1"brace to each stud and plate Face nail 1�'long,14'screws,Type W or S 7 7 ( )
2 8d common(2 1/2"x 0.131"); or
2-10d box(3"x0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1 .00 N o
2 staples 13/4" It 00
a N 00
36 e"gypsum sheathing d 14"galvanized roofing nail;staple galvanized, ADJUSTMENT FACT (0 ce) co
19 1"x 6"sheathing to each bearing 3-8d box(2 1/2"x 0.113");or 18"long,1 8'screws,Type W or S 7 7
2-8d common(2 1/2"x 0.131"); or Face nail ITEM NUMBER ADJUSTMENT BASED ON STORYISUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS
2-10d 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
3-10d box(3"x 0.128");or a„ 6d deformed(2"X 0.120")nail; STRUCTURE D 1.50
20 Tx 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail 37 4 and less
or 8d common(2�"x 0.131")nail 6 12 B 1.00
Wider than t"x s° STRRUCTURE C 1.30
4-8d box(2 1/2"x 0.113); or 1 EXPOSURE CATEGORY
3-8d common(2 1/2"x 0.131") ;or 38 8„_1„ 8d common(2 j"x 0.131")nail D 1.60
3-10d box(3"x 0.128");or or 8d common(2 j"x 0.120")nail 6 12 B 1.00 O
4staples,1"crown,16 ga.,1 3/4"long THREE-STORY W }-
39 1 _1 4„ 10d common(21"X 0.148")nail; STRUCTURE C 1.70 p
D 1.70 J } OaW
or 8d deforomed(2 'x 0.120")nail 6 12 _ Z
<_5 FEET 0 70 O z
ROOF ONLY 10 FEET 1.00 H W Q �
15 FEET 1.30 Q 2 O o O
20 FEET 1.60 �' Z) _ _
ALL METHODS p Z) r` }
<-5 FEET 0.85 W o O `0
2 ROOF EAVE-TO-RIDGE ROOF+ 1 FLOOR 10 FEET 1.00 0� "' U)
HEIGHT 15 FEET 1.15 W
20 FEET 1.30 > �
2020 RESIDENTIAL CODE OF NEW YORK STATE
2020 RESIDENTIAL CODE OF NEW YORK STATE <_5 FEET o.so OU Z
TABLE R602.3 3 TABLE R602.10.4 10 FEET 1.00 W
� � ROOF+2 FLOORS 15 FEET 1.10 � o �
BRACING METHODS (D z o
20 FEET NOT PERMITTED J
REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c Continuous Sheathing Method 8 FEET 0.90 i< 0 o N
MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA 9 FEET 0.95 Q J
MINIMUM NAIL MINIMUM WOOD (7
NOMINAL PANEL NAIL SPACING WIND SPEED V ult 3 WALL HEIGHT ANY STORY 10 FEET 1.00 f- J
STRUCTURAL MAXIMUM WALL METHOD MATERIAL MINIMUM THICKNESS FIGURE
PANEL (mph) ADJUSTMENT I0
PENETRATION PANEL SPAN THICKNESS STUD SPACING win ex osure ca e o Fasteners Spacing 11 FEET 1.05 LL1
SIZE RATING (INCHES) (INCHES) EDGES FIELD p 9 ry 12 FEET 1.10 U WO o
(INCHES) (INCHES O.C.) (INCHES O.C.) B C D
6d COMMON Exterior sheathing per 6"edges 12"field 2 1.00
1.5 24/0 1/2" 16 6 12 140 115 110 NUMBER OF BRACED 0 Q
(2.0"x 0.113") Ci$-WSP
Table R602.3(3)
;sY 4 WALL LINES(PER PLAN ANY STORY 3 1.30 [- J
Continuously sheathed 1/2�� DIRECTIONF 45 1.60 0 Z "I
8d COMMON 16 6 12 170 140 135 F Interior sheathing per Varies by fastener W (D
(2.5"x 0.131") 1.75 24/16 7/16" wood structural panel '^ Table R602.3(1)or R602.3(2) FASTENED TO THE END 0 H
24 6 12 140 115 110 ++ - * * STUDS OF EACH BRACED DWB,WSP,SFB W Z W
5 ADDITIONAL 800-POUND TOP STORY ONLY 0.80 PBS, PCP, HIPS, � Z) i- p
HOLD-DOWN DEVICE WALL PANEL AND TO THE O _ LO
FOR SI 1 INCH=25.4 mm,1 mile per hour=0.447 m/s. FOUNDATION OR FRAMING BELOV� a Z N
A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathiing with studs spaced more than 16 inches on center shall be applied with O Z 2 = w LO
panel strength axis perpendicular to supports. OMITTED FROM INSIDE FACE DWB,WSP,SFB 0 W J W c) W �-I 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 OF BRACED WALL PANELS 1.40 PBS, PCP, HPS,CS- a. W 0 C� Q F- p
accordance with Section R602.10. FINISH(OR EQUIVALENT) 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 INCLUDING TOP AND BOTTOM 0.70 GB
FASTENING PLATES,AND ALL HORIZONTAL � 6
JOINTS BLOCKED 8
Bid @ 6"cc toed in L
along braced wall -1 Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE
- Dead Load Assumptions: Roof Assembly DL a 10 psf
Exposure B
Three Second Gust Wind 90 100 110 120 130 THREE SECOND GUST WIND 90 100 110 130 90 100 110 D3O
Speed(mph) SPEED (ma') O
'TOP PLATE 6"
o STRUCTURAL SHEATHING
ROOF PITCH R00F 7"" Number of Bd Common Nags or 10d Box Nails Required Capacity of Ridge Connection (plf) 1,2,3,4
• 8d COMMON NAILS (R) � each and of 1-Y7 x 20 gage strap 1,2,3,4,5,6.
E F E F E F E F E F
@ 6"O.C.ON EDGES I� _ Rafter Truss Spacing Maximum Nail Spacing for 8d Common Nails
12 1 2 2 3 94 133 176 224
II 'I Sheathing Location: , p 9 or 10d Box Nails (inches°o.c.) 16 2 2 2 4 126 178 235 298
in inches, o.c.
ONLY TOP PLATE ��� �r-�I � ( ) 20 2 2 3 4 157 222 294 373
1/2" MIN. STRUCTURAIL 8d COMMON NAILS 12 s 12 s 12 s 12 s 12 s 12 3:12 24 2 3 3 5 12 311 412 447
522
WOOD PANEL 2 28 2 3 4 6 220 311 471 597
@ 12"O.C.ON 6" 1s s 12 s 12 s 12 s 12 6 12 32 3 3 4 7 252 356 471 597
FIELD ONLY o Interior Zone 36 3 4 5 7 283 400 145 671
AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION 19.2 6 12 6 12 6 12 6 6 6 12 12 1 1 2 2 0 111 193 183
SOLID BLOCKING BETWEEN 16 1 2 2 3 106 147 193 244
05
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 24 6 12 s 12 6 s 6 s 6 12 20 2 2 2 4 158 221 290 366
FOR CLOF EA.PLATE TO PLATFORM BELOW- PLATES 8d COMMON @ 6"OC ALONG 4:12 24 2 2 3 4 185 221 298 427
16 d COMMON NAILS @ 16"O.C. W/ % "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL 28 2 3 3 5 211 295 387 488
12 s 12 s 12 s 12' s 12' s 12' 32 2 3 4 5 211 295 387 488
ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP J I 1 1
.A • • PLATES Sd COMMON @ 6"OC ALONG Perimeter Edge 16 6 12 6 12` 6 12= 6 s s s 12 1 1 1 6 238 332 114 549
SILL PLATE 4 OF ANCHOR IN CONCRETE IS 10" LENGHT OF BRACED WALL PANEL 62 1 152
• MIN.. USE SIMPSON SET EPDXY-TIE Zone , J 16 1 1 2 1,2) 83 144 190 qQ2
• ' 1s.2 s 12 s 12 s s s s s s 20 1 2 2 33 103 144 190
ANCHOR BOLTS HIGH STRENGTH EPDXY ADHESIVE
. e 6 12' 6 6 s' 6' 6' s' s' s' 5:12 24 2 2 2 3 124 173 228 287
TO SECURE ANCHOR, DRILL 3/4" 24 28 2 2 3 4 144 202 265 335
3-16d@16"cc DIAM. HOLE FOR EPDXY. FOLLOW
along braced wall CONNECTION Gable Endwall Rake or Rake Truss w/ Lookout Block 383
32 2 2 3 4 165 231 303
MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL 6' 6' 6' 6' 6' 6' 4 4 4 4 36 2 3 3 5 57 29 341 131
s � 12 1 1 1 2 57 79 103 130
able Endwall Rake or Rake Truss w/o Rake Overhang 6 6 6 6 6 6 6 6 6 6 16 1 1 1 2 76 106 138 173
TO PERPENDICULAR RAFTER. BOARD SHEATHING 20 1 2 2 3 15 158 207 216
6:12 24 1 2 2 3 115 158 207 260
D SHEARWALL SLAB ON GRADE (inches,
co.Rafter/Truss Spacing Minimum Number of 8d Common Nails 28 2 2 2 4 153 211 241 303
46
END Sheathing Size (inches, o.c.) or 10d Box Nails per Support 32 2 2 3 4 153 211 276 346
12-1s.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389
1x6 or 1x8 Sheathing 12 1 1 1 2 57 75 97 122
1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 16 1 1 2 2 75 100 130 162
L L 20 1 2 2 3 94 125 162 203
7:12-12:12 24 1 2 2 3 113 150 194 243
28 2 2 2 3 132 175 227 284
E-NAIL SPACING AT PANEL EDGES(in.) 32 2 2 3 4 151 200 259 324
F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365
1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not
8d @ 6"oc toed in
along braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEETlocated within 8 feet of building comers.
GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 2. Tabulated ridge connection loads assume a bunt located in Exposure B.
REQUIREMENTS SHALL BE USED. 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead
CLG JTS 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS load (0.6x10psf).
AT STUD TO FLOOR ASSEMBLY Tf0 STUD CONNECTION @ 16"O.C. 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 strap spacing, for different ridge
8d @ 6"cc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. strap spacings, multiply the tabulated values by the appropriate multiplier below.
TOP PLATE 48
6„ along braced wall FOR STRAP- 3 S d COMMON NAILS @ EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS Ridge Connection Spacing(in.) 12 16 19.2 24
o CLG JTS FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Multiplier 1.00 1.33 1.60 2.00 4.00
1/2"MIN. STRUCTURAL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C.
L L
D PANEL 8d COMMON NAILS TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing
WOO 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS
@ 6"O.C.ON EDGES >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.
6" FRAMING MEMBERS WITH G 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of
ONLY SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number
5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. of 12d box nails in each end of the collar tie need not exceed the taulated number of 10d box
8d COMMON NAILS
_ 8d COMMON NAILS nails g gage
ridgel e
trap. p
@ 12"O.C.ON 7. �" 20 a e rid a strop shall be of ASTM A653 grade 33 steel or equivalent.
3-16d@16"oc FIELD ONLY ON
along braced wall FI 12"O.C.
= FIELD ONLY
AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 58 "DIAM.ATR(ALL THREADED Sd COMMON NAILS UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B Z
FOR C OF EA.PLATE TO PLATFORM BELOW- ROD)ANCHOR, EMBEDMENT LENGTH @ 6"O.C.ON EDGES CORNER HOLD - DOWN DETAILS
Z
(ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDAl10N) O
d COMMON NAILS @ 16"O.C. OF ANCHOR IN CONCRETE IS 10" ONLY LU
3 16d@16"OC Dead Load Assumptions: Roof/Ceiling Assembly DL=15 psf
FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall w
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C.
• HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"cc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND GUST WIND 100 110 120 130
along braced wall SPEED (mph)
SILL PLATE- TO SECURE ANCHOR, DRILL 3/4"
DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SEAL
ANCHOR BOLTS L ,gam Tic ROOF VAN Number of 8d Common Nails or 10d Box Nags "SIMPSON" OR 2-16d COMMON ='
MANUFACTURER'S INSTRUCTIONS. PLATFORM BELOW. 1 16 a COMMON NAILS @ 16"O.C. NO 00 in each end of 1-Y'x 20 gage strap 1.Z3,4 "SIMPSON"PH NAILS @ 6"O.C. ��� A�Ic
POURED CONCRETE/ 12 1 2 2 2 o FOR FULL LENGTH
16 1 2 2 3 0 0 OF STUD w�?� �=�° rA
TOP PLATER
0 l
MASONRY 6' (
FOUNDATION 20 2 2 2 3 � °~ � '<,
0 8d COMMON NAILS 12 24 2 2 3 3
28 2 2 3 4 0
@ 12"O.C.ON 32 2 3 3 4 a
FIELD ONLY 36 2 3 3
1/2"MIN. STRUCTURAL
N DAT I O N WOOD PANEL ,2 2 z 3 O
END SHEAR WALL ON FOUNDATION = BdCOMMONNAILS 16 2
@ 6"O.C.ON EDGES 20 2 2 3 4 I I F N
ONLY 16 24 2 3 3 4
WALL 28 2 3 4 5
3-16d@16"oc 32 2 3 4 5
along braced wall 36 3 4 4 6 a s
12 2 2 3 3 0 °°
16 2 2 3 4 BLOCKING @ °a
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 20 2 3 4 4 co CO
L FLOOR GIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 19.2 24 2 3 4 5 ENDWALL co �
1 AILS EA.END OF STRAP 28 3 3 4 5
• • • s FOR STRAP- 3 8 d COMMON N @ 32 3 4 5 6
N c0
• `� '
SILL PLATE •• . •• ', L L 36 3 4 5 7 "SIMPSON"HDQ8 OR CD C.0
CD
PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 4 M M
12 2 3 3 "SIMPSON"PH
ANCHOR BOLTS 16 2 3 4 5
8d @ 6"cc toed in 20 3 3 4 5
along braced wall
POURED CONCRETE/ 24 24 3 4 5
C:LG JTS MASONRY 28 3 4 5 7 NOTE:
FOUNDATION 32 3 5 6 7 ALL STRAPPING,ANCHORS, HOLD
TOP PLATE 36 4 5 6 8
DOWNS,&ADHESIVES TO BE
6"
2 STORY B RACED WALL PANEL INSTALLED AS P
Prescriptive limits are based on assumptions of Table 3.4 MANUFACTURER'S SPECIFICATIONS
2. Tabulated uplift connection requirements assume a building
Y
located in Exposure B.
3. Tabulated uplift connection requirements assume a roof and I` O
eiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a DETAIL
Lu p
ceiling assembly is not present or if the ceiling assembly is not CORNER CONNECTION FLOOR TO FLOOR N.T.S. J � a0 LU
2
Wall Sheathing and Cladding Attachment Requirements hall be
r the roof assembly, the tabulated number of nails
hall be increased by 1 nail at each end of the strap. 0 W Z W Z
AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"D.C. for Wind Loads - Exposure B 4. Minimum ASTM A653 Grade 33 steel strap. I- 2 _j W
(ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): Q
0.. � p 0O
FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust wind 90 100 110 120 13
S eed mph) �
8d 6"cc toed in
FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PL�TE TO
1 16 d COMMON NAILS 16"O.C. STRUCTURAL SHEATHING W o � N Q
along braced wall PLATFORM BELOW- _ _ @ m
E F E F E F E F E F 2-16d COMMON W
FLOOR JOIST "SIMPSON"HDQ8 OR
N HOLDDOWN W/ 5 NAILS @ 6"O.C. co
SIMPSON 'DIAM. Stud Spacing Maximum Nail Spacing for 8d Common Nails SIMPSON PHD6 0 z
Sheathing Location or 10d Box Nails inches, o.c. ` o FOR FULL LENGTH V 0
6„ ATR(ALL THREADED ROD) (inches, o.c.) ( )
o SEE THIS SHEET FOR DETAIL o °° OF STUD W ~ O d'
12 6 12 6 12 6 12 6 12 6 12
On LO
8d COMMON NAILS < J Z O
Interior Zone 16 6 12 6 12 6 12 6 12 6 12 a Q
0° � � � N
@ 6"O.C.ON EDGES O _
ONLY 24 6 12 6 12 6 12 6 6 6 12 V
Ur J
1/2"MIN.STRUCTURAL
WOOD PANEL 8d COMMON NAILS 12 6 12 6 12 s 12 6 12 6 12
_ @ 12"O.C.ON I I „ W W = O
FIELD ONLY 4 EDGE ZONE 16 6 12 6 12 6 12 6 12 s 12 I _
, ' -
24 6 12 6 12 6 12 6 12 6 12' ° •• •a
16"oc SIMPSON HOLDDOWN W/ 5/ "DIAM. ,, W Z J II
3 16d@ 8
along braced wall • . e •a Q z T-
ATR(ALL THREADED ROD)
ANCHOR, EMBEDMENT LENGTH OF • • , W
BOARD SHEATHING or LAP SIDING W
°• W � V J
ANCHOR IN CONCRETE IS 10"MIN.. Rafter/TrussSpacing
FLOOR JOIST USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size Minimum Number of 8d Common Nails or 10d z W
(inches,o.c.) Box Nails per Support NOTE: 718 f�HREADED ROD EMBEDDED 12 1/2" � � �. C]
INTO CONCRETE WI"SIMPSON"ET(HIGH
• STRENGTH EPDXY ADHESIVE TO ALL STRAPPING, ANCHORS, ~ O = w Z N
1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 w 11
SILL PLATE SECURE ANCHOR, DRILL 3/4"DIAM. HOEDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS l- -
• HOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 0°F-40°F USE"SIMPSON"AT. HIGH STRENGTH
TO BE INSTALLED AS PER 0 Z
ANCHOR BOLTS
MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.)
MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) ( 0- CL v (� ¢ o CO
POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel field(in.)
1. For wall sheathing within 4 ft.of the comers,the 4 ft.permeter edge zone attachment DWG NO
MASONRY requirements shall be used.
FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DETAIL 7
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.
3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. ^
2 STORY END WALL SHEARWALL 4. Tabulated nail spacing assumes a building located in Exposure B. V
BLOCKING ® ENDWALL TABLE R301.2.1.2
GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS 0,0
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
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 ATTIC < 4 FEET < 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
A rtLBRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0"O.C.
8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT J No. 10 WOOD SCREW BASED
BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER Q ANCHOR WITH 2—INCH 16 12 9
EMBEDMENT LENGTH
SECOND FLOOR
BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 0
Ya -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.
® INTERIOR ZONE
CONTINUOUS RIM ADDITIONAL FRAMING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height.
OR END JOIST MEMBER DIRECTLY ABOVE FULL HEIGHT BLOCKING ® PERIMETER ZONE
BRACED WALL PANEL @ 16"O.C.ALONG b.Fasteners shall be installed at opposite ends of the wood structural panel.
BRACED 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 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS
IN EA.ZONE BACK @ 4'-0"O.C. .. CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%fi'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
VENTS THAT EXTENDS OVER INSULATION (TYP. )
snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. )
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 9596 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. L
Clothes with standpipe 2 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2
AND SHALL CONSIST OF MINIMUM OF TWO LAYERS L/3 U3
Dishwasher (on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-
ADHERING POLYMER-MODIFIED BITUMEN SHEET IN
Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL
Kitchen sink(one or two EXTEND A MINIMUM OF24" INSIDE THE EXTERIOR � I NO NOTCHES I p
traps, with or without WALL LINE I
D/6MAX. PERMITTED
dishwasher and food waste 1 1/2
disposer) �M7AX
SHEATHING Laundry to
one or more compartments) 1 1/2
AIR SHIELD Lavatory 1 1/4
FLOOR JOIST-CENTER CUT
LTQLUID FLASHING Snower (nasedon the total
DA MAX. O
flow rate through 0
showerheads and bodysprays) -� D w
T Ld
Flow rate:
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 -==
_
r R0 ARC
NOTE: �N.K. r� '�%:.
FILL JOINT WITH LIQUID FLASHING & tCREATE 1" BAND -� r
OVER THE JOINT AREA. DO NOT STRIKE' FLUSH WITH SHEATHING NOTE: SUPPORT ROM FLOOR JOIST-END CUTS
SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS
OF UL 127 AND SHALL BE INSTALLED AND `fa
SHEATHING JOINT TREATMENT
TERMINATED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005
D/3 MAX. _^
RAFTER CEILING JOISTS It 00
� M
REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION N co
co
PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. co M
THE CONSTRUCTION TYPE 2 IN.MIN.FROM TOP
DESIGNATION SHALL BE AND BOTTOM OF JOIST
1 , 11 , 111 , IV OR V PIPE OR CONDUIT
TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH)
CLASSIFICATION OF THE STRUCTURE
UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL Y
SECTION 1265A SIGN OR SYMBOL
(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 OF JOISTS w rn O
6" DIAME ER I 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 z p
CONSTRUCTION SHALL BE IDENTIFIED BY A SIGNOR 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 J � 0 w
(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 z Z
EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER,THAT: IN COLOR,(CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. w p w
(1)IF AFFIXING THE SIGNOR 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, Q JO Q O
OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGNOR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER a = o =
REFLECTIVE RED I I OR DECAL. TOP PLATES Q U) j U)
SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF 3 THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE
PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND ( ) W o O N Q
REFLECTIVE WHITE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: m
AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RIESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE W
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. O Z
DIA.40 PERCENT
EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGNOR 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 0 Z
, „
EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL E 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 A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. W f— M
EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGNOR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) O 0
(C)THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAININIG TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE Q 0 o N
;:.
OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS:
..,. I OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; 0 5/8"MIN.TO EDGE < � J
p I HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND 0 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 Musr NOT
EXCEED25%OF
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 O'CLOCK POSITION OF THE SIGN STUD DEPTH W W _
CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE = t1 O O
SIGNOR SYMBOL REQUIRED BY THIS PART IF SUCH SIGNOR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED, SIGN OR SYMBOL. IF HOLE IS BETWEEN 40%AND 60% U 0 �
BORED HOLES SHALL NOT BE Q
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 E— 0 0 W
DOUBLED AND NO MORE THAN TWO �-
OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN W <I qT
STROKE OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT ROOF FLOOR sruD AND SO BORED SECCESSIVE STUDS ARE DOUBLED W Z
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DESIGNATION FOR STRUCTURAL
MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS �
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COMPONENTS THAT ARE OF TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V W Z W
TRUSS TYPE CONSTRUCTION R NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. 0 C) LO
FLOOR FRAMING INCLUDINIG d of W � Z LO
F DRILLING AND NOTCHING DETAIL z W o W LU N
GIRDERS AND BEAMS OF STUDS a- a v 0 Q of (D
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RROOF FRAMING F DWG NO
F R FLOOR AND ROOF FRAMING Q
ROOF AND FLOOR 8
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BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. 8