HomeMy WebLinkAbout52909-Z TOWN of SOUTHOLD
BUILDING DEPARTMENT
t ''At
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#: 52909 Date: 04/24/2026
Permission is hereby granted to:
Markos K Marinakis
242 E 74 St
New York, NY 10021
To:
construct an accessory garage as applied for.
Premises Located at:
1760 McCann Ln, Greenport, NY 11944
SCTM# 33.-4-7
Pursuant to application dated 04/01/2026 and approved by the Building Inspector.
To expire on 04/23/2028.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $413.00
CO Accessary Structure $100.00
Total SS13.00
wilding Inspector
tare
TOWN o F` JT�o L I --BUILDING:D EP.,�.R'�M �'NT
Town Hall Annex 54375 Main.Road P. 0. Box 1179 Southold,NY119r71-0959
M Telephone 31)765-1802 Fax(631) 765-9502 Ill $./ . , t t
Dame Received
4 um
APPLICATION FOR BUILDING PERMIT
i
For Office Use OnIV APR
PERMIT NO. � Building inspector-
............
Applications and farms 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.
Date•,
26-1
OWNERS OF PROPERTY:
Name: /061 CTM#1C0
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Project Address,* w
Phone#: Email:
Mailing Address:
CONTACT PERSON:
Name:
,,
Mailing Address:
In
cx-,)JY� J CcAlin
Phone# Email:
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DESIGN PROFESSIONAL.INFORMATION:
Na:
Mailing Address ................ ----------
Phone# Email:
CONTRACTOR INFORMATION:
Name:
...............
Mailing Address: �e Ira ,
nv
-J ,ripaki,
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Phone#•° Email:
. Ji—IreA
DESCRIPTION of PROPOSED CONSTRUCTION
ew Structure ElAddition nAiteration ❑Repair FIDernolitio►n Estl to Cast of Project:
D othe r
Will the lot be re-graded? VYes 0 No Will excess fill be removed from premises? 1:1Yes No
2
el"N
LC- .. ...........................
PROPERTY INFORMATION
Existing use of property: Intended use of property01 /-7
Zone or use district In which premises is situated: Are there any covenants and restrictions with respect to
this property? C lYes ONo IF YES, PROVIDE A COPY.
E3 Check Oox After Reading: Tho omer/contmetor/desl,gn professional is msponslbla for an drainage and storm water h2uss as prMided by
Chap tar,236 of tha Town Code.APPUCATIUN IS HEREBY MADE to the Buliding ftpartment for the Iss+uanc,e of a 9ulIdtng Permit punuent to tb 0 Do lid Ing zone
Ordinsnce of ft Town of Southold,Suffolk,County,New York end othar appllemble Laws,ordlnsnc s or Rogutations,for the conMvctlan of buildings,
ddidons,altoraaons or for removal or demolition as heroin dascrlbede The applicant agr os to comply with all appUcable laws,ordinances,bullding+c+oda,,
housing code and regulatiom and to admit Wthorltad Impactors on promisees and to bullding(s)for neeessary InspeeNora.False starternents made herein ato
punhh
obit as a dm A misderno,anor pursuant to 3octlon 210.49 of the Now York State Ponol Law. ............
Nwj-A
X V%n " fir" 0 0011400
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A p,Il ca t.Ion Sub, y(pri, a
C�6,A,uthorizedftentI�' 'owner
Signature of A scant: tee
Sign Rp � ��"
STATE:OF NEW YORK)
SS:r
COUNTY OF I ICs(- -,,�
being duly sworn, deposes and says that(s)he fs the appli ca n
Name of Individual signing contract)above named,
t
(S)he is the CC111
......�. ..�..,..
(Contractor,Agent,Corporate officer,etc.)
of said owner orowners,and Is duly authorized to perform or have performed the said work and to make and Me this
that all statements contained In this application are true to the best Of his/her knowledge and belief,and
application;� -t -.
that the work will be performed In the m anner set forth In the application file therewith.
Sworn before me this
1#1111111-111i'day of
Notary ubic
LINDSAY NADRAMIA
Notary Public-State of New York 8.0,
.. NER,o � o
NO.01 NA0018896
Qualified in Suffolk County (Where the applicant is not the owner)
My Cone mission Expires Dec 19,2027
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I - �T r sldln at
llow KIN.,
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p� �' . do herebyauthorle4)
� o apply on
my behalf to th ow, Building.Department for approval as described herein. �
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----------
Date
t�A 1
P
rIrl_t Ownees blame
2
i
, Telephone(631)765-1802
Town Hall Annex , ° ,�' Fax(631)765-9502
54375 Main Roadr
,dw
t
p.O. Box 1179 °
°N
Southold, NY 11971-0959Ilk
BUILDING
" T
IL1 T (CONSTRUCTION' PRE-EN.GIN.E.ERE.D.
WofO,9.90NST'R,UCT'I,ON' A,NDI,O,RTIMBER CONSTRUCTION
Cate.
Inr
Owner:
LIV
Location of Property.
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
................
Pre-engineered woad construction (PW).
Timber construction (TC)
in the following location(s) (check applicable line).-
Floor framing, including girders and beams (F)
Roof framing (R)
F l o� and roof framing (FIR
,signature:
CriscMarne (pers , su fitting this form):
Capacity , eck applicable line):
Owner
Owner representative
TrussRegl5.docx Effective 1/1/2015
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BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES
AL CODE of NEW YO R K STATE AND UNINHABITABLE ATTICS. IN DWELLING UNITS WITH SPLIT LEVELS AND TABLE R301.2- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THESE PLANS HAVE BEEN DESIGNED
x 2025 RESIC ENTlWITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A WIND DESIGN
SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE GROUND ESIG SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER AIR MEAN FOR COMPLIANCE WITH THE:
ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN SNOW a SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE DESIGN FROST LINE UNDERLAYMENT FLOOD FREEZING ANNUAL 1.2025 RESIDENTIAL CODE OF NEW YORK STATE
[NY] R102.6 EXISTING STRUCTURES.THE LEGAL OCCUPANCY OF ANY STRUCTURE [NY]R106.2 SITE PLAN.THE CONSTRUCTION DOCUMENTS SUBMITTED WITH THE ONE FULL STORY BELOW THE UPPER LEVEL. LOAD (MPH) EFFECTS k REGION' DEBRIS ZONE'" CATEGORY f WEATHERING DEPTH TERMITE` REQUIREMENT h HAZARDSg INDEX' TEMP i 2. 2025 ENERGY CONSERVATION CODE OF NYS.
EXISTING ON THE EFFECTIVE DATE OF THIS CODE SHALL BE PERMITTED TO CONTINUE APPLICATION FOR A BUILDING PERMIT SHALL BE ACCOMPANIED BY A 4. NOT LESS THAN 3 FEET(914 MM) HORIZONTALLY FROM THE DOOR OR 3.WIND DESIGN COMPLIANCE AS PER
WITHOUT CHANGE, EXCEPT AS REQUIRED BY ANY PROVISIONI OF THIS CODE OR BY ANY SITE PLAN SHOWING THE SIZE AND LOCATION OF NEW CONSTRUCTION AND OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS 20 PSF <130 NO NO NO B SEVERE 36" MOD TO HVY YES X 599 51° F
OTHER PROVISION OF THE UNIFORM CODE:. FOR THE PURPOSES OF THIS SECTION,THE EXISTING STRUCTURES ON THE SITE AND DISTANCES FROM LOT LINES. IN THE THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS ° 4. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF
2025 RESIDENTIAL CODE OF NEW YORK STATE
"EFFECTIVE DATE OF THIS CODE"SHALL BE:DEEMED TO BE DECEMBER 31, 2025. CASE OF DEMOLITION,THE SITE PLAN SHALL SHOW CONSTRUCTION TO BE SECTION. MANUAL J DESIGN CRITERIA
5. IN THE HALLWAY AND IN THE ROOM OPEN TO THE HALLWAY IN DWELLING ELEVATION ALTITUDE COINCIDENT INDOOR WINTER INDOOR WINTER DESIGN OUTDOOR WINTER DESIGN HEATING TEMPERATURE DIFFERENCE SOUTHO CONSTRUCTION STANDARDS,
DEMOLISHED AND THE LOCATION AND SIZE OF EXISTING STRUCTURES AND RCNYS SEC R322,AND ASCE 240 14.
[NY]R102.6.1 ADDITIONS,ALTERATIONS,CHANGE OF USE OR REPAIRS.ADDITIONS, UNITS WHERE THE CEILING HEIGHT OF A ROOM OPEN TO A HALLWAY CORRECTION WET BULB DESIGN RELATIVE DRY-BULB TEMPERATURE DRY-BULB TEMPERATURE
[ CONSTRUCTION THAT ARE TO REMAIN ON THE SITE OR PLOT.THE BUILDING SERVING BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES(610 MM) FACTOR HUMIDITY
ALTERATIONS OR REPAIRS TO ANY STRUCTURE SHALL COMPILY WITH THE OFFICIAL IS AUTHORIZED TO WAIVE OR MODIFY THE REQUIREMENT FOR A SITE SE MORE. >400'to 0' 1 71.5° MID 70° 10° 5. ENGINEERED WOOD PLACARD NOTES
REQUIREMENTS OF APPENDIX BO.ALL NEW WORK SHALL CONFORM TO THE PLAN WHERE THE APPLICATION FOR BUILDING PERMIT IS FOR ALTERATION OR 6.WITHIN THE ROOM TO WHICH A SLEEPING LOFT IS OPEN, IN THE IMMEDIATE REQUIRED T PLANS PER TITLE 19
55° NYCRR PART 1265.4 334,7
� �/ -�
REQUIREMENTS FOR A NEW STRUCTURE WITHOUT REQUIRINIG THE EXISTING REPAIR OR WHERE OTHERWISE WARRANTED.
VICINITY OF THE SLEEPING LOFT. LATITUDE DAILY SUMMER INDOOR SUMMER INDOOR SUMMER DESIGN OUTDOOR SUMMER DESIGN COOLING TEMPERATURE DIFFERENCE 6.TOWN OF SOUTHOLD ZONING&
STRUCTURE TO COMPLY WITH THE REQUIREMENTS OF THIS CODE, UNLESS OTHERWISE 7. IN EACH COMMON SPACE SHARED BY THREE OR MORE DWELLING UNITS RANGE DESIGN DESIGN RELATIVE DRY-BULB TEMPERATURE DRY-BULB TEMPERATURE CONSTRUCTION CODES.
STATED.ADDITIONS,ALTERATIONS, REPAIRS AND RELOCATIONS SHALL NOT CAUSE AN [NY]R106.6 DESIGN PROFESSIONAL.CONSTRUCTION DOCUMENTS SHALL BE SUCH THAT AN ALARM NOTIFICATION IT IS CLEARLY AUDIBLE IN EACH I GAINS I HUMIDITY
EXISTING STRUCTURE TO BECOME UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE PREPARED BY A REGISTERED DESIGN PROFESSIONAL WHEN REQUIRED BY COMMON SPACE. FOR THE PURPOSE OF THIS PROVISION, COMMON SPACE 40'N MEDIUM 1 86° 1 54% 75° 85° 11° (� 5�?J?
OF THE STRUCTURE.WHERE ADDITIONS,ALTERATIONS OR CIHANGES OF USE TO AN ARTICLE 145 OR ARTICLE 147 OF THE NEW YORK STATE EDUCATION LAW, BY THE SHALL MEAN ANY SPACES ACCESSIBLE BY ALL RESIDENTS, INCLUDING, �jJ� ��J
EXISTING STRUCTURE RESULT IN A USE, OCCUPANCY, HEIGHT OR MEANS OF EGRESS STRICTER OF CODE ENFORCEMENT PROGRAM OF THE AUTHORITY HAVING BUT NOT LIMITED TO, LOBBIES, HALLWAYS,AND STAIRWELLS. For SI:1 pound per square foot=0.0479kPa,1 mile per hour=0.447 m/s. 6
OUTSIDE THE SCOPE OF THIS CODE,THE:iTRUCTURE SHALL COMPLY WITH THE EXISTING JURISDICTION OR A PART 1203-COMPLIANT CODE ENFORCEMENT PROGRAM, OR 8•WHERE THE INTERIOR FLOOR AREA FOR A GIVEN LEVEL OF A DWELLING a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the sWduralrequirements of this code,the frost line depth
UNIT, EXCLUDING GARAGE AREAS, IS GREATER THAN 1000 FT2 (93 M2), strength required for weathering shall govern.The weathering column shall be fined in with the weathering index."negligible,''modende'or'severe'for concrete as TABLE R301.7 TABLE R301.5 MINIMUM UNIFORMLY
BUILDING CODE OF NEW YORK STATE. SMOKE ALARMS SHALL BE INSTALLED PER BOTH OF THE FOLLOWING: rm
BY ANY OTHER APPLICABLE LAW. determined from Figure R301.2(i).The grade of masonry units shag be determined from ASTM C34,ASTM C55,ASTM C62,ASTM C73,ASTM C90,ASTM C129, ALLOWABLE DEFLECTION DISTRIBUTED LIVE LOADS (PSF)
ASTM C145,ASTM C216 or ASTM C652.
8.1 ALL POINTS ON THE CEILING SHALL HAVE A SMOKE ALARM WITHIN A b.[NY)Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern. OF STRUCTURAL MEMBERSb'C
The authority having jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade.
[NY]R102.6.2 CHANGE IN USE OR OCCUPANCY. NO CHANGE SMALL BE MADE IN THE USE DISTANCE OF 30 FT(9.1 M)TRAVEL DISTANCE OR SHALL HAVE AN c.[NY]The authority having jurisdiction shall fill in this part of the table to indicate the need for protection depending n whether there has been a historyof local UNIFORM CONCENTRATED
SECTION R109-INSPECTIONS EQUIVALENT OF ONE SMOKE ALARM PER 500 FT2(46 M2)OF FLOOR subterranean termite damage. USE LOAD PSF STRUCTURE
OCCUPANCY OF ANY BUILDING IT STRUCTURE UNLESS SUCH BUILDING OR d.[NY]The authority having jurisdiction shall fill in this part of the table with the wind speed from the ultimate design wind speeds map[Figure R301.2(2)].Wind STRUCTURAL MEMBER ALLOWABLE (PSF) LOAD(Ib)
STRUCTURE IS MADE TO COMPLY WITH THE REQUIREMENTS OF APPENDIX BO OF THIS AREA. exposure category shall be determined on site-specific basis in accordance with SectionUNIHABITABLE ATTICS WWITHOUT STORAGE b 10 R3o1.2.1.4. DEFLECTION _
CODE. [NY]R109.1 CONSTRUCTION INSPECTIONS.ANY PERSON OR ENTITY PERFORMING 8.2 WHERE DWELLING UNITS INCLUDE GREAT ROOMS OR e.[NY]The authority having jurisdiction shall fill in his section of the table to establish the design criteria using Table 10Afrom ACCA Manual J or established RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ U180 UNIHABITABLE ATTICS VWITH LIMITED STORAGE b,g 20
WORK FOR WHICH A BUILDING PERMIT HAS BEEN ISSUED SHALL KEEP VAULTED/CATHEDRAL CEILINGS EXTENDING OVER MULTIPLE FLOORS, criteria determined by the authority having jurisdiction. -
SMOKE ALARMS LOCATED ON THE UPPER FLOOR THAT ARE INTENDED f.[NY]The authority having jurisdiction shall fill in this part of the table with the seismic design category determined from SectionR3o1.2.2.1. FINISHED CEILING NOT ATTACHED TO RAFTERS HABITABLE ATTICS AND ATTICS 30
[NY] SECTION R105-BUILDING PERMITS WORK ACCESSIBLE AND EXPOSED UNTIL THE WORK HAS BEEN INSPECTED AND TO PROTECT THE AFOREMENTIONED AREA SHALL BE PERMITTED TO BE g•[NY]To establish flood hazard areas,each city,town,or village regulated under Part 1203 of Title 19 of the Official Compilation or Codes,Rules and Regulations -
of the State of New York(NYCRR)shag adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard SERVED WITH FIXED STAIRS
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION, OR ITS AUTHORIZED CONSIDERED AS PART OF THE LOWER FLOOR'S PROTECTION SCHEME. areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: INTERIOR WALLS AND PARTITIONS H/180 BALCONIES EXTERIOR .AND DECKS a 40
[NY]R105.1 REQUIRED PERMITS.NO PERSON OR ENTITY SHALIL COMMENCE, PERFORM, OR AGENT,AT EACH ELEMENT OF THE CONSTRUCTION PROCESS THAT IS
I.The accompanying Flood Insurance Rate Map(FIRM),
CONTINUE ANY WORK THAT MUST CONFORM WITH THE UNIFORM CODE AND/OR ENERGY APPLICABLE TO THE WORK AND SPECIFIED IN THE STRICTER OF THE AUTHORITY R310.3.1 INSTALLATION NEAR COOKING APPLIANCES.SMOKE ALARMS SHALL Ii.Flood Boundary and data along Map(ny revisions
and FIRE CPS 40
HAVING JURISDICTION'S CODE ENFORCEMENT PROGRAM OR A PART h.Related supporting data along with any revisions thereto. FLOORS U360 GUARDS 200 h,i
BE INSTALLED NOT LESS THAN 10 FEET(3048 MM)HORIZONTALLY h.[NY]in accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where here has been a history of local damage
CODE UNLESS ALL OF THE FOLLOWING APPLY: 1203-COMPLIANT CODE ENFORCEMENT PROGRAM. FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. from the effects of ice damming,the authority having jurisdictionshag fill in this part of the table with"YES'Otherwise•the authority having jurisdiction shall fill in GUARD IN-FILL COMPONENTS t - 50 h
1.SUCH PERSON OR ENTITY HAS APPLIED TO THE AUTHORITW HAVING JURISDICTION FOR this part of the tablewith"NO! CEILINGS WITH BRITTLE FINISHES U360 HANDRAIL d - 200 h
EXCEPTION:SMOKE ALARMS SHALL BE PERMITTED TO BE INSTALLED NOT I.[NY]The authority having jurisdiction shag fig in this part of the table with the 100-year return period airfreezing index(BF-days)from Figure R403.3(2)orfrom
A PERMIT. N R109.3 INSPECTION REQUESTS.IT SHALL BE THE DUTY OF THE PERMIT LESS THAN 6 FEET(1829 MM) HORIZONTALLY FROM A PERMANENTLY the 100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32'D.• (INCLUDING PLASTER AND STUCCO) PASSENGER VEHICLE GARAGES 50 2,000a
2.THE AUTHORITY HAVING JURISDICTION HAS ISSUED A PERh1AIT AUTHORIZING SUCH HOLDER OR THEIR DULY AUTHORIZED AGENT TO NOTIFY THE BUILDING OFFICIAL INSTALLED COOKING APPLIANCE WHERE NECESSARY TO COMPLY WITH I•[NYI The authority having jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air AREAS OTHER THAN SLEEPING AREAS 40 -
Freezing Index-USA Method(Base 32'D' CEILINGS WITH FLEXIBLE FINISHES U240
WORK. THAT SUCH WORK IS READY FOR INSPECTION. IT SHALL BE THE DUTY OF THE SECTION R310.3. k.[NY]In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up SLEEPING AREAS 30
effects,the authority having jurisdiction shall fill in this part of the table with"YES'Otherwise,the authority having jurisdiction shag indicate"NO'In this part of the INCLUDING GYPSUM BOARD 300 c
3. SUCH PERMIT HAS NOT BEEN REVOKED OR SUSPENDED. ) STAIRS 40c
PERMIT HOLDER TO PROVIDE ACCESS TO AND MEANS FOR INSPECTION OF SUCH N R310.41NTERCONNECTION.WHERE MORE THAN ONE SMOKE ALARM IS table.
4. SUCH PERMIT HAS NOT EXPIRED. WORK THAT ARE REQUIRED BY THIS CODE. [ � I.[NY]In accordance with Figure R301.2(2),where there is local historical data documenting unusual wind conditions.the authority having jurisdiction shall fill in For SI:1 inch=25.4 mm,1 pound per square foot=0.0479 kPa,1 square inch-645 mm2,1 pound=4.45 N.
REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN this part of the table with"YES'and identify any spec requirements.Otherwise,the authority having jurisdiction shag indicate'NO'in this part of the table. ALL OTHER STRUCTURAL MEMBERS U240 a.Elevated garage floors shall be capable of supporting the uniformly distributed live load or a 2,000-pound concentrated load applied on
F OCCUPANCY
ACCORDANCE WITH SECTION R310.3,THE ALARM DEVICES SHALL BE in.[NY]In accordance with Section R301.2.1.2 the authority having jurisdiction shag indicate the wind-borne debris wind zne(s).Otherwise,the authority having EXCLUDING GUARDS AND HANDRAILS an area of 44 inches by 43 inches,whichever produces the greater stresses.
[NY]R105.2 WORK EXEMPT FROM PERMIT REQUIREMENT.A PERMIT SHALL NOT BE SECTION R110-CERTIFICATE O INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM jurisdiction shall indicate"NO'in this part of the table. b.Uninhabitable attics without storage are those where the dear height between joists and rafters is not more than 42 inches,or where
REQUIRED FOR WORK IN ANY CATEGORY THAT IS EXCLUDED FROM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. n.[NY]The authority having jurisdiction shag fill in these sections of the table to establish the design criteria using Table 1a or 1b from ACCA Manual J or there are not two or more adjacent trusses with web configurations capable or accommodating an assumed rectangle 42 inches In height
established criteria determined by the authority having jurisdiction. EXTERIOR WALLS-WIND LOADS a H/360 by 24 inches In width,or greater,within the plane of the trusses.This fi b d live ad need not be assumed to a concurrently with any other live
THE PERMIT REQUIREMENT BY THE AUTHORITY HAVING JURISDICTION'S CODE [NY]R110.1 CERTIFICATES OF OCCUPANCY.WHERE THE STRICTER OF THE PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED o.[NY]The authority having jurisdiction shall fill in this section of the allowable stress design table using the Ground Snow Loads in Figure R301.2(3)in accordance load requirements.
ENFORCEMENT PROGRAM, PROVIDED THAT PART 1203 ALLOVNS AN AUTHORITY WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND with Section R301.2.3. WITH PLASTER OR STUCCO c.Individual stair treads shall be capable wf supporting the uniformly distributed live load or 300-pound concentrated load applied on an
HAVING JURISDICTION TO EXCLUDE SUCH CATEGORY OF WORK FROM THE PERMIT AUTHORITY HAVING JURISDICTION'S CODE ENFORCEMENT PROGRAM OR A PART area of 2 inches by 2 inches,whichever prroduces the greater stresses.
UPON ACTIVATION OF ONE ALARM. N 915.2.4.2 FORCED-INDIRECT CARBON MONOXIDE SOURCES. EXTERIOR WALLS-WIND LOADS H/240
1203--COMPLIANT CODE ENFORCEMENT PROGRAM REQUIRES A CERTIFICATE a d.A single concentrated load applied in army direction at any point along the top.For a guard not required to serve as a handrail,the load
REQUIREMENT. EXEMPTIONS FROM PERMIT REQUIREMENTS SHALL NOT BE EXCEPTION: SMOKE ALARMS AND ALARMS INSTALLED TO SATISFY SECTION [ need not be applied to the top element of'the guard in a direction parallel to such element.
OF OCCUPANCY FOR PERMISSION TO USE OR OCCUPY A BUILDING OR BEDROOMS OR SLEEPING ROOMS IN DWELLING UNITS OR SLEEPING WITH OTHER BRITTLE FINISHES e.See Section R507.1 for decks attachedl to exterior walls.
DEEMED TO GRANT AUTHORIZATION FOR ANY WORK TO BE DONE IN ANY MANNER IN STRUCTURE, OR ANY PORTION THEREOF NO PERSON OR ENTITY SHALL USE OR R310.4.1 SHALL NOT BE REQUIRED TO BE INTERCONNECTED TO EXISTING UNITS THAT ARE EXPOSED TO A FORCED-INDIRECT CARBON MONOXIDE
VIOLATION OF ANY PROVISION THE UNIFORM CODE,THE ENERGY ' SMOKE ALARMS WHERE SUCH EXISTING SMOKE ALARMS ARE NOT f.normal
loadin-fig components(all those equal the handrail,balusters and panel fillers shag be designed to withstand a horizontally applied
OCCUPY SUCH BUILDING OR STRUCTURE, OR PORTION THEREOF UNLESS ALL SOURCE SHALL BE PROVIDED WITH CARBON MONOXIDE DETECTION IN a d normal load of 50 pounds on an area equal to 1 square int.This load need not be assumed[o act concurrently with any other live toad
CODE, OR ANY OTHER APPLICABLE LAW. INTERCONNECTED OR WHERE SUCH NEW SMOKE ALARM OR ALARM IS NOT EXTERIOR WALLS-WIND LOADS H/120 requirement.
OF THE FOLLOWING APPLY: ACCORDANCE g.Uninhabitable attics with limited storage are those where the dear height between joists and rafters is 42 inches or greater,or where
CAPABLE OF BEING INTERCONNECTED TO THE EXISTING SMOKE ALARMS. WITH FLEXIBLE FINISHES there are two or more adjacent trusses witth web configurations capable of accommodation an assumed rectangle 42 inches in height by
1.THE AUTHORITY HAVING JURISDICTION HAS ISSUED SUCH CERTIFICATE OF WITH SECTION 915.2.4.1 OR SECTION 915.2.3. 24 inches in width,or greater,within the pilane of the trusses.
g
[NY] R105.3 APPLICATIONS FOR BUILDING PERMITS.A PERSOf�V OR ENTITY APPLYING FOR
OCCUPANCY. [NY] R310.4.1 HEAT DETECTION INTERCONNECTION. HEAT DETECTION SHALL LINTELS SUPPORTING MASONRY U600 The live load need only be applied to thoste portions of the joists or truss bottom chords where all of the following conditions are met:
A BUILDING PERMIT SHALL SUBMIT AN APPLICATION TO THE 2.SUCH CERTIFICATE OF OCCUPANCY HAS NOT BEEN REVOKED OR BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED [NY] 915.3 LOCATION OF DETECTION DEVICES. CARBON MONOXIDE 1.The attic area is accessed from an opeming not less than 20 inches in width by 30 inches in length that is Located where the dear height
AUTHORITY HAVING JURISDICTION.AN APPLICATION FOR A BUILDING PERMIT SHALL DETECTION DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH VENEER WALLS a in the attic is not less than 30 inches.
SUSPENDED. IN THE DWELLING UNIT.ALARMS AND SMOKE ALARMS THAT ARE INSTALLED 2.The slopes of the joists or truss bottom chords are not greater than 2 units vertical In 12 units horizontal.
INCLUDE:AN APPLICATION FOR A BUILDING PERMIT SHALL INCLUDE: MANUFACTURER'S INSTRUCTIONS IN A LOCATION THAT AVOIDS DEAD AIR 3.Required insulation depth is less than Ithe joist ortruss bottom chord member depth.
3. IN THE CASE OF A TEMPORARY CERTIFICATE OF OCCUPANCY, SUCH FOR THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM OR OTHER Note:L=span length,H=Span height. The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent live load of not less
SPACES,TURBULENT AIR SPACES, FRESH AIR RETURNS, OPEN WINDOWS than 10 pounds per square foot
1.CONSTRUCTION DOCUMENTS THAT SATISFY THE REQUIREIMENTS OF SECTION R106.1. TEMPORARY CERTIFICATE OF OCCUPANCY HAS NOT EXPIRED. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. a.Forthe purpose of the determining deflection limits herein,the wind load shall be
AND OBSTRUCTIONS THAT WOULD INHIBIT ACCUMULATION OF CARBON permitted to be taken as 0.7 times the component and cladding(ASD)loads obtained from h.Glazing used in handrail assemblies and guards shall be designed with a load adjustment factor of 4.The load adjustment factor shall
2.ANY AND ALL OTHER SUBMITTAL DOCUMENTS REQUIRED BIY SECTION R106.
3.ANY AND ALL INFORMATION AND DOCUMENTATION THAT MAY BE REQUIRED BY THE R310.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE MONOXIDE AT THE DETECTION LOCATION. CARBON MONOXIDE Table R301.2.1(1). be applied to each of the concentrated loards applied to the top of the rail,and to the load on the in-fig components.These loads shall be
b.For cantilever members,L shall be taken as twice the length determined independent of one another,amd loads are assumed not to occur with an
R F THE AUTHORITY HAVING JURISDICTION'S CODE: (NY]R110.1.1 AUTHORIZED USES AND OCCUPANCIES.WHERE A CERTIFICATE OF ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE DETECTION IN AIR DUCTS OR PLENUMS SHALL NOT BE PERMITTED AS AN gth of the cantilever. yotnerllveload.
c.For aluminum structural members or anels used in roofs or walls of sunroom additions r•Where the top of a guard system is not reequired to serve as a handrail,the single concentrated load shall be applied at any point along
STRIC E OCCUPANCY HAS BEEN ISSUED FOR A BUILDING OR STRUCTURE, OR ALTERNATIVE TO REQUIRED DETECTION LOCATIONS. Pthe top,in thevertical direcrion _
ALARMS. P supporting 9 9 P serving as he handrail,downward ingle concentrated load shall be and in the t apal plied in any direction at aon away from the ny pant alongthlking surface.e op.Concentrated the loads a guard rshall not
s also
or olio covers,not su ortin edge of lass or sandwich panels,the total load ENFORCEMENT PROGRAM OR A PART 120;3--COMPLIANT THE: TH ENFORCEMENT HA PROGRAM. ANY PORTION THEREOF, NO PERSON OR ENTITY SHALL USE OR OCCUPY SUCH [NY] 915.4 PERMISSIBLE DETECTION DEVICES. CARBON MONOXIDE deflection shall not exceed U60.For continuous aluminum structural members supporting be applied concurrently.
J SUCH OTHER INFORMATION AND DOCUMENTATION AS THE:AUTHORITY HAVING BUILDING OR STRUCTURE, OR SUCH PORTION THEREOF, FOR ANY USE OR [NY] R310.6 POWER SOURCE. SMOKE ALARMS AND HEAT DETECTION SHALL edge of glass,the total load deflection shall not exceed U175 for each glass lite or
JURISDICTION MAY DETERMINE TO BE NECESSARY TO ALLOVtWITHE DETECTION SHALL BE PROVIDED BY A CARBON MONOXIDE DETECTION
AUTHORITY HAVING JURISDICTION TO DETERMINE WHETHER',THE PROPOSED WORK OCCUPANCY OTHER THAN THAT AUTHORIZED BY SUCH CERTIFICATE OF RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH SYSTEM COMPLYING WITH SECTION 915.4.2 UNLESS CARBON MONOXIDE U60 for the entire length of the member,whichever is more stringent.For sandwich panels CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
OCCUPANCY. WIRING IS SERVED FROM A COMMERCIAL SOURCE AND,WHERE PRIMARY used in roofs or walls of sunroom additions or patio covers,the total load deflection MAINTAINING JOB SITE SAFETY DURING THIS PHASE
CONFORMS WITH THE UNIFORM CODE,THE ENERGY CODE, POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING ALARMS ARE PERMITTED BY SECTIONS 915.4.1. shall not exceed U120.
AND OTHER APPLICABLE LAWS. SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN d.Deflection for exterior walls with interior gypsum board finish shall be limited to an - OF WORK&SHALL COMPLY WITH ALL APPLICABLE
THOSE REQUIRED FOR OVERCURRENT PROTECTION. [NY] 915.4.1 CARBON MONOXIDE ALARMS. CARBON MONOXIDE ALARMS allowable deflection of H/180. FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING
SECTION R114-STOP WORK ORDER COMPLYING WITH SECTIONS 915.4.1.1 THROUGH 915.4.1.3 SHALL BE e.Refer to Section R703.8.2.The dead load of supported materials shall be included when BUT NOT LIMITED TO BUILDING CODES,OSHA
[NY]R105.3.1 APPROVAL OF CONSTRUCTION DOCUMENTS.WHEN THE AUTHORITY HAVING EXCEPTIONS: PERMITTED IN LIEU OF A CARBON MONOXIDE DETECTION SYSTEM 1N calculating the deflection of these members. REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS
BOTH OF THE FOLLOWING: MATERIAL REMOVAL&DISPOSAL.
JURISDICTION ISSUES A BUILDING PERMIT,THE AUTHORITY 1. SMOKE ALARMS AND HEAT DETECTION SHALL BE PERMITTED TO BE
HAVING JURISDICTION SHALL APPROVE THE CONSTRUCTION DOCUMENTS IN WRITING. [NY]R114.1 STOP WORK ORDERS.THE AUTHORITY HAVING JURISDICTION IS BATTERY OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT B DWELLING UNITS, SLEEPING AREAS,AND SLEEPING UNITS.
WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED AUTHORIZED TO ISSUE A STOP WORK ORDER TO HALT WORK THAT IS BEING COMMERCIAL POWER. 1.
CONSTRUCTION DOCUMENTS AND THE TERMS AND CONDITIONS, IF ANY, OF THE PERFORMED WITHOUT A REQUIRED PERMIT;WORK THAT IS BEING PERFORMED 2. SMOKE ALARMS AND HEAT DETECTION INSTALLED IN ACCORDANCE WITH 2. LOCATIONS OTHER THAN DWELLING UNITS OR SLEEPING UNITS, THE CONTRACTOR SHALL INDEMNIFY&HOLD
SECTION R310.2.2 SHALL BE PERMITTED TO BE BATTERY WHERE APPROVED, PROVIDED THAT THE MANUFACTURER'S R301.2.2.2 HARMLESS THE OWNER,THE ARCHITECT,AND
BUILDING PERMIT. AFTER A REQUIRED PERMIT HAS BEEN REVOKED OR SUSPENDED OR HAS POWERED. INSTRUCTIONS DO THEIR AGENTS&EMPLOYEES FROM AND AGAINST
EXPIRED;WORK THAT IS BEING CONDUCTED IN A DANGEROUS OR UNSAFE NOT PROHIBIT INSTALLATION IN LOCATIONS OTHER THAN DWELLING WEIGHTS OF MATERIALS (PSF) ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES
SECTION R106-CONSTRUCTIO14 DOCUMENTSi MANNER; OR WORK THAT IS CONTRARY TO PROVISIONS OF THE UNIFORM SECTION R311-CARBON MONOXIDE ALARMS UNITS OR SLEEPING UNITS AND THAT THE ALARM SIGNAL FOR ANY DEAD ARISING OUT OF OR RESULTING FROM ANY OF THE
CODE,THE ENERGY CODE,THE APPROVED CONSTRUCTION DOCUMENTS,OR CARBON USE LOAD ITEMS LISTED ABOVE.
[NY] R106.1 GENERAL.SUBMITTAL DOCUMENTS CONSISTING(OF CONSTRUCTION THE TERMS AND CONDITIONS (IF ANY)OF THE PERMIT.NO PERSON OR ENTITY MONOXIDE ALARM INSTALLED IN A NORMALLY UNOCCUPIED LOCATION IS
SHALL COMMENCE, PERFORM OR CONTINUE ANY WORK IF THE AUTHORITY [NY]R311.1 GENERAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ANNUNCIATED BY AN AUDIBLE AND VISUAL SIGNAL IN AN APPROVED COMBINED ROOF AND CEILING ASSEMBLIES 15 PSF THE CONTRACTOR SHALL VERIFY ALL FIELD
DOCUMENTS,AND OTHER DATA SHALL BE SUBMITTED WITH EACH HAVING JURISDICTION HAS ISSUED A STOP WORK ORDER WITH RESPECT TO IN ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. LOCATION. EXTERIOR LIGHT-FRAME WOOD WALLS 1 14 PSF CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
APPLICATION FOR A BUILDING PERMIT.THE AUTHORITY HAVIING JURISDICTION MAY INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF
WAIVE THE REQUIREMENT FOR CONSTRUCTION DOCUMENTS WHERE A SUCH WORK. SECTION 915-CARBON MONOXIDE (CO) DETECTION- [NY] 915.4.1.1 POWER SOURCE. IN BUILDINGS WITH A WIRED POWER 8-INCH-THICK MASONRY WALLS 80 PSF CONDITIONS NOT ASSUMED SHALL TAKE AND BE
REGISTERED DESIGN PROFESSIONAL IS NOT REQUIRED BY LAW AND WHERE EITHER THE FCoNYS SOURCE, CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY 6-INCH-THICK CONCRETE WALLS 85 PSF RESPONSIBLE FOR FIELD MEASUREMENTS
UREMENTS AS REQ'D.
WORK TO BE DONE INVOLVES MINOR ALTERATIONS OR REPAIRS, OR POWER FROM A PERMANENT CONNECTION TO THE BUILDING WIRING, SIP WALLS 10 PSF
WITH NO DISCONNECTING MEANS OTHER THAN FOR OVERCURRENT THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
WHERE PLANS AND SPECIFICATIONS ARE DETERMINED BY THE AUTHORITY HAVING SECTION R308-SITE ADDRESS
[NY] 915.1 GENERAL. NEW AND EXISTING BUILDINGS SHALL BE PROVIDED PROTECTION, AGENCY FOR ANY"ERRORS&OMISSIONS"ON
JURISDICTION TO NOT BE NECESSARY TO VERIFY CODE COMIPLIANCE. WITH CARBON MONOXIDE(CO) DETECTION AND NOTIFICATION IN AND SHALL BE PROVIDED WITH A BATTERY BACKUP. IN BUILDINGS THESE DOCUMENTS.
CONSTRUCTION DOCUMENTS SHALL BE IN ACCORDANCE WITfH SECTIONS R106.1.1 R308.1 ADDRESS IDENTIFICATION.BUILDINGS SHALL BE PROVIDED WITH ACCORDANCE WITH SECTIONS 915.2 THROUGH 915.5. WITHOUT A WIRED POWER SOURCE, CARBON MONOXIDE ALARMS SHALL
THROUGH R106.6. APPROVED ADDRESS IDENTIFICATION.THE ADDRESS IDENTIFICATION SHALL BE BE THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR 915.2 WHERE REQUIRED. CARBON MONOXIDE DETECTION SHALL BE BATTERY POWERED. "METHODS&MEANS"OF CONSTRUCTION. THE
[NY] R106.1.1 INFORMATION ON CONSTRUCTION DOCUMENTS;. CONSTRUCTION PROVIDED IN INTERIOR SPACES, OTHER THAN DWELLING UNITS OR SLEEPING EXCEPTION: FOR EXISTING BUILDINGS NOT PREVIOUSLY REQUIRED TO ARCHITECT IS NOT RESPONSIBLE FOR FIELD
ROAD FRONTING THE PROPERTY.ADDRESS IDENTIFICATION CHARACTERS HAVE CARBON MONOXIDE ALARMS PERMANENTLY CONNECTED TO A SUPERVISION.
DOCUMENTS SHALL: SHALL CONTRAST WITH THEIR BACKGROUND.ADDRESS NUMBERS SHALL BE UNITS,THAT ARE EXPOSED TO A CARBON MONOXIDE SOURCE IN
1. DEFINE THE SCOPE OF THE PROPOSED WORK; ACCORDANCE WITH SECTIONS 915.2.1 THROUGH 915.2.3. CARBON MONOXIDE WIRED
2. BE OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE DETECTION FOR DWELLING UNITS OR SLEEPING UNITS THAT ARE EXPOSED POWER SOURCE, EXISTING BATTERY-POWERED AND PLUG-IN WITH
PROPOSED WORK; SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES(102 MM) TO A CARBON MONOXIDE SOURCE SHALL BE IN ACCORDANCE WITH SECTION BATTERY BACKUP CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO
3. SHOW IN DETAIL THAT THE PROPOSED WORK WILL CONFORM TO THE PROVISIONS OF IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN 0.5 INCH(12.7 MM). 915.2.4. REMAIN IN SERVICE.WHEN REPLACED, REPLACEMENT WITH
THE UNIFORM CODE,THE ENERGY CODE,AND OTHER APPLICABLE LAWS; WHERE REQUIRED BY THE FIRE CODE OFFICIAL,ADDRESS IDENTIFICATION BATTERY-POWERED AND PLUG-IN WITH BATTERY BACKUP CARBON
SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE [NY] 915.2.1 INTERIOR SPACES WITH DIRECT CARBON MONOXIDE SOURCES. MONOXIDE ALARMS SHALL BE PERMITTED.
4. INCLUDE ALL INFORMATION REQUIRED 13Y ANY PROVISION OF THIS CODE OR BY ANY EMERGENCY RESPONSE.WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD IN ALL OCCUPANCIES, INTERIOR SPACES WITH A DIRECT CARBON MONOXIDE
OTHER APPLICABLE PROVISIONS OF THE UNIFORM CODE OR THE ENERGY CODE; AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY,A SOURCE SHALL BE PROVIDED WITH CARBON MONOXIDE DETECTION LOCATED [NY] 915.4.1.2 LISTINGS.CARBON MONOXIDE ALARMS SHALL BE LISTED
5. INCLUDE ANY AND ALL ADDITIONAL INFORMATION AND DOCUMENTATION THAT MAY BE IN CLOSE PROXIMITY TO THE DIRECT CARBON MONOXIDE SOURCE AND IN IN ACCORDANCE WITH UL 2034. COMBINATION CARBON MONOXIDE/
MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY SMOKE ALARMS SHALL ALSO BE LISTED IN ACCORDANCE WITH UL 217. E R REQUIRED BY THE STRICTER OF THE CODE ENFORCEMENT PROGRAM OF THE ACCORDANCE WITH SECTION 915.3. FLED q
THE STRUCTURE.ADDRESS IDENTIFICATION SHALL BE MAINTAINED. EXCEPTION:WHERE ENVIRONMENTAL CONDITIONS IN AN ENCLOSED SPACE 5�
AUTHORITY HAVING JURISDICTION OR A PART 1203-COMPLYANT CODE ENFORCEMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, �\ .���S�DPH� p
PROGRAM;AND ARE INCOMPATIBLE WITH CARBON MONOXIDE DETECTION DEVICES, CARBON [NY] 915.4.1.3 INTERCONNECTION.WHERE MORE THAN ONE CARBON o n
6. BE DIMENSIONED AND DRAWN TO AN APPROPRIATE SCALE:. MONOXIDE DETECTION SHALL BE PROVIDED IN AN APPROVED ADJACENT MONOXIDE ALARM IS INSTALLED,ACTUATION OF ANY ALARM SHALL PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER IT T . 11 A
[NY]R106.1.2 MANUFACTURER'S INSTALLATION INSTRUCTIONIS. MANUFACTURER'S SECTION R310-SMOKE ALARMS LOCATION. CAUSE CONSTRUCTION IN RESIDENTIAL STRUCTURES. * ' _9� Z *
INSTALLATION INSTRUCTIONS,AS REQUIRED BY ANY APPLICP46LE PROVISIONS OF THE ALL OF THE ALARMS TO SIGNAL AN ALARM CONDITION. _ • ' ,
UNIFORM CODE OR HE ENERGY CODE, SHALL BE AVAILABLE ON THE JOB SITE AT THE [NY] R310.1 GENERAL.SMOKE ALARMS AND HEAT DETECTION SHALL COMPLY 915.2.2 INTERIOR SPACES ADJACENT T , A SPACE CONTAINING A CARBON (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265)
MONOXIDE SOURCE. IN GROUPS A, B, E, I, M AND R OCCUPANCIES, INTERIOR [NY] 915.4.2 CARBON MONOXIDE DETECTION SYSTEMS. CARBON N ��ir �
TIME OF INSPECTION. WITH NFPA 72, SECTION R310 AND THE MANUFACTURER'S INSTALLATION SPACES THAT ARE SEPARATED FROM AND ADJACENT TO AN ENCLOSED MONOXIDE DEFECTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL 04684a 0
INSTRUCTIONS. PARKING GARAGE OR AN INTERIOR SPACE THAT CONTAINS A DIRECT CARBON WITH CONSISTS OF A CIRCLE T IN DIAMETER,WITH A STROKE WIDTH OF 1/2".THE FOF y
[NY]R106.1.3 INFORMATION ON BRACED WALL DESIGN. FOR BIUILDINGS AND STRUCTURES [NY]R310.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED AND LABELED IN MONOXIDE SOURCE SHALL BE PROVIDED WITH CARBON MONOXIDE NFPA 72. PLEASE TAKE NOTICE THAT THE NC"'
UTILIZING BRACED WALL DESIGN,AND WHERE REQUIRED BY'THE BUILDING OFFICIAL, ACCORDANCE WITH UL 217. HEAT DETECTION SHALL BE LISTED AND DETECTION IF THERE ARE COMMUNICATING OPENINGS BETWEEN THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE (CHECK ALL THAT APPLY):
BRACED WALL LINES SHALL BE IDENTIFIED ON THE CONSTRUCTION DOCUMENTS. LABELED IN ACCORDANCE WITH UL 521 OR UL 539,AS APPROPRIATE FOR THE DETECTION DEVICES SHALL BE LOCATED IN CLOSE PROXIMITY TO [NY] 915.4.2.1 FIRE ALARM SYSTEM INTEGRATION.WHERE A BUILDING AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO
PERTINENT INFORMATION SHALL BE PROVIDED ON THE CONSTRUCTION DOCUMENTS, INTENDED APPLICATION. COMBINATION SMOKE AND CARBON MONOXIDE COMMUNICATING OPENINGS ON THE SIDE THAT IS FURTHEST FROM THE FIRE ALARM SYSTEM OR COMBINATION FIRE ALARM SYSTEM,AS DEFINED PANTONE MATCHING SYSTEM(PMS)#187.WHERE A SIGN IS DIRECTLY N NEW RESIDENTIAL
WITH ADDITIONAL DOCUMENTATION AS REQUIRED BY THE BUILDING OFFICIAL.AT A ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND UL CARBON MONOXIDE SOURCE AND IN ACCORDANCE WITH SECTION 915.3 IN NFPA 72, IS INSTALLED, CARBON MONOXIDE DETECTION SHALL BE APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING STRUCTURE
EXCEPTIONS: PROVIDED BY CONNECTING CARBON MONOXIDE DETECTORS TO THE STICKER OR DECAL.SIGNS NOT DIRECTLY APPLIED TO DOORS OR
MINIMUM,THE FOLLOWING INFORMATION SHALL BE INCLUDEID: 2034. 1. WHERE COMMUNICATING OPENINGS BETWEEN THE SPACE CONTAINING FIRE ALARM SYSTEM.WHERE A BUILDING FIRE ALARM SYSTEM OR A SIDELIGHTS SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT ADDITION TO EXISTING OFFICIAL PLANS ARE DULY SIGNED AND
1.THE LOCATION OF BRACED WALL LINES. [NY]R310.1.2 INSTALLATION. SMOKE ALARMS,HEAT DETECTION,AND A DIRECT CARBON MONOXIDE SOURCE AND THE ADJACENT SPACE ARE COMBINATION FIRE ALARM SYSTEM IS NOT INSTALLED, CARBON MATERIAL. ❑ RESIDENTIAL STRUCTURE I SEALED AND BEAR RED-INK SIGNATURE
2.THE SPACING OF BRACED WALL LINES, INCLUDING ANY OFFSET OF THE BRACED WALL COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE INSTALLED PERMANENTLY SEALED AIRTIGHT, CARBON MONOXIDE DETECTION IS NOT MONOXIDE DETECTION SHALL BE PROVIDED BY CONNECTING CARBON THE CONSTRUCTION TYPE
PANEL LINE. IN ACCORDANCE WITH THEIR LISTING AND THE MANUFACTURER'S REQUIRED FOR THE ADJACENT SPACE. MONOXIDE DETECTORS TO A CARBON MONOXIDE DETECTION SYSTEM DESIGNATION SHALL BE REHABILITATION TO EXISTING
3.THE BRACED WALL LINE END CONDITIONS. INSTRUCTIONS. 2. WHERE THE FIRE CODE OFFICIAL DETERMINES THAT THE VOLUME OR COMPLYING WITH NFPA 72. 6"DIA INDICATE
C "Ill","IV"OR"V'TO ❑ RESIDENTIAL STRUCTURE OOLUMEN ARCHITECTURE
4.THE LOCATION AND LENGTH OF BRACED WALL PANELS. [NY]R310.2 WHERE REQUIRED.SMOKE ALARMS AND HEAT DETECTION SHALL CONFIGURATION OF THE ADJACENT INTERIOR SPACE IS SUCH THAT DILUTION REFLECTIVE INDICATE THE CONSTRUCTION
5.THE BRACED WALL PANEL UPLIFT LOAD. BE PROVIDED IN ACCORDANCE WITH THIS SECTION. OR GEOMETRY WOULD DIMINISH THE EFFECTIVENESS OF CARBON MONOXIDE [NY] 915.4.2.2 CARBON MONOXIDE DETECTOR LISTING. CARBON RED PANTONE CLASSIFICATION OF THE
DETECTION DEVICES LOCATED IN SUCH SPACES, DETECTION DEVICES MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WITH UL 2075. (PMS)#187 STRUCTURE UNDER SECTION 2 Windemere Court
6.THE CONSTRUCTION METHOD FOR BRAI:,ED WALL PANELS, INCLUDING CONNECTIONS [NY]R310.2.1 NEW CONSTRUCTION.SMOKE ALARMS SHALL BE PROVIDED IN \ / TO BE CONSTRUCTED OR
V 602 OF THE BCNYS.
AT TOP AND BOTTOM TO FLOOR, ROOF,AND/OR CEILING FRAMING, ADDITIONAL TO THOSE REQUIRED BY SECTION 915.2.1 SHALL BE LOCATED ON COMBINATION CARBON MONOXIDE/SMOKE DETECTORS SHALL BE LISTED PERFORMED AT THE SUBJECT
DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW P.O. Box 169, Speonk,NY 11972
THE SIDE OF COMMUNICATING OPENINGS THAT IS CLOSEST TO THE CARBON IN ACCORDANCE WITH UL 268 AND UL 2075. RELECTIVE PROPERTY REFERENCED11 Phone: 631-874-2925
AND FOUNDATIONS. ATTACHED GARAGES. MONOXIDE SOURCE. J
R310.2.2 ALTERATIONS, REPAIRS AND ADDITIONS.WHERE ALTERATIONS, WHITE TO THE LOWER RIGHT WILL
[NY] 915.4.2.3 ALARM NOTIFICATION. FOR OTHER THAN GROUP E F R UTILIZE(CHECK EACH Fax: 631-874-7377
[NY]R106.1.4 INFORMATION FOR CONSTRUCTION IN FLOOD HAZARD AREAS. FOR REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR,THE INDIVIDUAL 915.2.3 INTERIOR SPACES WITH FORCED-INDIRECT CARBON MONOXIDE OCCUPANCIES,ACTIVATION OF A CARBON MONOXIDE DETECTOR SHALL 1/2"STROKE APPLICABLE LINE):
BUILDINGS AND STRUCTURES LOCATED IN WHOLE OR IN PART IN FLOOD HAZARD AREAS DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS SOURCES. IN ALL OCCUPANCIES, INTERIOR SPACES WITH A INITIATE ALARM NOTIFICATION IN ACCORDANCE WITH ANY OF THE 0-
�r
adam@delumenarchitecture.com
AS ESTABLISHED BY TABLE R301.2, CONSTRUCTION DOCUMENTS SHALL INCLUDE: REQUIRED FOR NEW DWELLINGS. FORCED-INDIRECT CARBON MONOXIDE SOURCE SHALL BE PROVIDED WITH FOLLOWING: SIGNS IDENTIFYING THE TRUSS TYPE
EXISTIANCE OF TRUSS 11,
1. DELINEATION OF FLOOD HAZARD AREAS, FLOODWAY BOUNDARIES AND FLOOD EXCEPTIONS: CARBON MONOXIDE DETECTION IN ACCORDANCE WITH EITHER OF THE 1. AN AUDIBLE AND VISIBLE ALARM NOTIFICATION THROUGHOUT THE DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL CONSTRUCTION(TT)
ZONES AND THE REQUIRED FLOOD ELEVATION,AS APPROPRIIATE. 1.WORK INVOLVING THE EXTERIOR SURFACES OF DWELLINGS, SUCH AS THE FOLLOWING: BUILDING AND AT THE CONTROL UNIT. D
1. DETECTION IN EACH SPACE WITH A FORCED-INDIRECT CARBON 2. WHERE SPECIFIED IN AN APPROVED FIRE SAFETY PLAN,AN COMPONENTS THAT ARE OF TRUSS CONSISTS OF A CIRCLE 6"IN PRE-ENGINEERED WOOD AMOUNT
2. THE ELEVATION OF THE PROPOSED ILOWEST FLOOR, INCCLUDING BASEMENT; IN REPLACEMENT OF ROOFING OR SIDING,THE ADDITION OR TYPE CONSTRUCTION A�
AREAS OF SHALLOW FLOODING (AO ZONESS), MONOXIDE SOURCE, LOCATED IN ACCORDANCE WITH SECTION 915.3. AUDIBLE AND VISIBLE ALARM IN THE SIGNALING ZONE WHERE THE DIAMETER,WITH A STROKE ONSTRUCTION P
THE HEIGHT OF PROPOSED LOWEST REPLACEMENT OF WINDOWS OR DOORS, OR THE ADDITION OF A PORCH OR C ( W)
FLOOR, INCLUDING BASEMENT,ABOVE THE HIGHEST ADJACEENT GRADE. DECK. 2. DETECTION ONLY IN THE FIRST SPACE SERVED BY THE MAIN DUCT CARBON MONOXIDE HAS BEEN DETECTED AND OTHER SIGNALING ZONES BACKGROUND SHALL BE WIDTH OF 1/2".THE SIGN
LEAVING THE FORCED-INDIRECT CARBON MONOXIDE SOURCE, LOCATED SPECIFIED IN THE FIRE SAFETY PLAN,AND AT THE CONTROL UNIT. "F" FLOOR FRAMING,INCLUDING TIMBER CONSTRUCTION(TC) DEVELOPMENT GROUP
3. THE ELEVATION OF THE BOTTOM OF THE LOWEST HORI,IZONTAL STRUCTURAL 2. INSTALLATION,ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL GIRDERS AND BEAMS ❑
IN ACCORDANCE WITH SECTION 915.3,WITH AN AUDIBLE AND VISUAL ALARM 3. WHERE A SOUNDER BASE IS PROVIDED FOR EACH DETECTOR AN REFLECCTIVE WHITE IN COLOR. #I / 6O McCann Lane
MEMBER IN COASTAL HIGH-HAZARD AREAS, INCLUDING V ZOMIES, COASTAL A ZONES, B SYSTEMS. SIGNAL PROVIDED AT AN APPROVED LOCATION. AUDIBLE ALARM AT THE ACTIVATED CARBON MONOXIDE DETECTOR AND
ZONES,AND SHADED X ZONES ADJACENT TO A COASTAL A OR V ZONE,WHERE [NY] R310.2.3 ATTACHED GARAGES.HEAT DETECTION RATED FOR THE "R" ROOF FRAMING THE CICLE AND CONTENTS ❑ NONE
DESIGNATED,AND AREAS WHOLLY OR PARTIALLY DESIGNATED BY FEMA AS COASTAL AMBIENT OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES 15.2.4 DWELLING UNITS AND SLEEPING UNITS. CARBON MONOXIDE DETECTION AN AUDIBLE AND VISIBLE ALARM AT THE CONTROL UNIT. SHALL BE REFLECTIVE RED IN FOR GROUP E OCCUPANCIES HAVING AN OCCUPANT LOAD OF 30 OR Greenport, New York, 11944
SPECHAVNIAL FLOOD G JURISDICTION. AS
AREAS,AND/OR OTHERWISE DELINEATED BY THE AUTHORITY ASAWE L AS NACHED TO OR EXISTI G DETACHEDED WITHIN GARAGESNEW AND EXISTING WHICH ARE CONNECTED DLTOGS WITH SECTIONS S 9LLING F15.2.4.ITS 1 AND 9SLEEPING. 2 NITS SHALL COMPLY "Fit" FLOOR AND ROOF FRAMING PANTOONE MATCHING G SYSTEM IN THE FOLLOWING LOCATION(S)LESS,ALARM NOTIFICATION SHALL BE PROVIDED IN AN ON-SITE Town of Southold
4. IF DESIGN FLOOD ELEVATIONS ARE I40T INCLUDED ON 7HE COMMUNITY'S FLOOD NEW OR EXISTING DWELLINGS BY NEW CONSTRUCTION. HEAT DETECTION LOCATION STAFFED BY SCHOOL PERSONNEL OR IN ACCORDANCE WITH (PIS)#187.WHERE A SIGN IS (CHECK ALL APPLICABLE): County of Suffolk
INSURANCE RATE MAP(FIRM),THE BUILDING OFFICIAL AND THE APPLICANT SHALL OBTAIN SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE [NY] 915.2.4.1 DIRECT CARBON MONOXIDE SOURCES.WHERE A DIRECT THE NOTIFICATION REQUIREMENTS FOR OTHER OCCUPANCIES. FOR DIRECTLY APPLIED TO A DOOR
Z
AND REASONABLY UTILIZE ANY DESIGN FLOOD ELEVATION ANVD FLOODWAY DATA MANUFACTURER'S INSTRUCTIONS,AND SHALL BE INTERCONNECTED IN CARBON MONOXIDE SOURCE IS LOCATED IN A BEDROOM OR SLEEPING GROUP E OCCUPANCIES OR SIDELIGHT IT MAY BE A FLOOR FRAMING, one: R-40
AVAILABLE FROM OTHER SOURCES. ACCORDANCE WITH R310.4.1. ROOM, OR A BATHROOM ATTACHED TO EITHER, CARBON MONOXIDE HAVING AN OCCUPANT LOAD OF MORE THAN 30,AN AUDIBLE AND VISIBLE PERMANENT NON-FADING E] INCLUDING GIRDERS SCTM #: 1000-33-4-7 Non-Conforming
DETECTION SHALL BE INSTALLED IN THE BEDROOM OR SLEEPING ROOM. ALARM SHALL BE PROVIDED IN AN ON-SITE LOCATION STAFFED BY STICKER OR DECAL. SIGNS NOT AND BEAMS(F)
EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WHERE CARBON MONOXIDE DETECTION IS NOT INSTALLED IN BEDROOMS OR SCHOOL PERSONNEL. DIRECTLY APPLIED TO DOORS Code
N T R31,0.3 LLOCATIION. SMOT COMMERCIAL KE ALARMS SHALL BE INSTALLED IN THE OUSIE OF EACH SEPAR. SLEEPING ROOMS, BON RATE SLIEPIDE NG AREA INON SHALL BE CLOSE PROXIMITY TO D OR SIDELIGHTS SHALL BE OF ROOF FRAMING(R) Notes
[ � [NY] 915.5 MAINTENANCE.CARBON MONOXIDE ALARMS AND CARBON
FOLLOWING LOCATIONS: BEDROOMS OR SLEEPING ROOMS FOR EITHER OF THE FOLLOWING STURDY, NON-FADING, FLOOR FRAMING AND
MONOXIDE DETECTION SYSTEMS SHALL BE MAINTAINED IN ACCORDANCE
1. IN EACH SLEEPING ROOM. CONDITIONS: WITH, NFPA 72 AND THE MANUFACTURER'S INSTRUCTIONS. CARBON WEATHER RESISTANT El ROOF FRAMING(FR) Date: February 20, 2026
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF 1. THE DWELLING UNIT OR SLEEPING UNIT HAS AN ATTACHED, ENCLOSED MATERIAL.
MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS THAT BECOME
THE BEDROOMS. GARAGE.A DIRECT CARBON MONOXIDE SOURCE IS LOCATED IN THE DWELLING INOPERABLE OR BEGIN PRODUCING END-OF-LIFE SIGNALS SHALL BE ❑ NONE Scale: AS noted
3.ON EACH ADDITIONAL STORY OF THE DWELLING UNIT, INCLUDING UNIT OR SLEEPING UNIT OUTSIDE OF BEDROOMS OR SLEEPING ROOMS. REPLACED.2.
Al
- Project No: DA2601
- I I -- - - --- - - - -
i
24'-0"
SYMBOL LEGEND
24'-0"GARAGE
R401.4.1 GEOTECHNICAL EVALUATION.
IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE 011=I I=i I=INEW FOUNDATION WALL: LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL BE ASSUMED. I I I=I I I—III EARTH
8"POURED CONCRETE FOUNDATION WALL ON
16"x 8"P.C. FOOTING WITH 2-#5 RE-BAR IN BOTTOM. POURED CONCRETE
- � TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING
m = PROVIDE DAMP PROOFING AS PER SECTION R406.2 OF VALUES OF FOUNDATION MATERIALS �`
_ _ _ _ _ _ _ _ _ __ _ _ _ _ 3-2x6RIDGEPOST � 00 THEIRCONYS.
'��s=`r`'� � - OR 8" CMU BLOCK
CLASS OF MATERIAL (POUNDS PER
T — — — coLOAD-BEARING PRESSURE SQUARE FOO EXISTING ALL
— - - - - - - - - - - - - - - - - - - STING STUD W
TO REMAIN
SAND, SILTY SAND, CLAYEY SAND,
5�" I 23'-1" I �'� I I SILTY GRAVEL AND CLAYEY GRAVEL 2,000 - EXISTING STUD WALL
r-0" 2 I 2 �'_o" i I .. .
(SW, SP, SM, SC,GM AND GC) --------� TO BE REMOVED
O.H. O.H. I :.'.. I I ... I ( ,
I I I I I �.•= I
I I I I I i I I I I NEW 2x 4 OR 2x 6
I I I I l I$" 22'-8"
t
I 18" STUD WALL @ 16" O.C.
I I- + 2-1 3/4"x 16" I I I I I JOISTS
LVL RIDGE I I I R317.1.2 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL 6 0.C.Aff JOISTS ABOVE
BEAM
I UNEXCAVATED I TO BE PRESSURE PRESERVATIVELY TREATED.
i I I I I :_. . . I
I 4"P.C.SLAB(3,500 PSI CONC. MIN. I
I 2x 6 HIGH CEILING I I _ I I R317.3.1 FASTENERS. FASTENERS FOR PRESSURE PRESERVATIVE 5
JOISTS 16' O.C. o ;' ( WITH 5%TO 7%AIR ENTRAINMENT) I SECTION / DETAIL
I .�iN I AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED
A5
O°I ( I GALVANIZED STEEL, STAINLESS
STEEL, SILICON BRONZE OR COPPER.
s-�
�' I GARAGE
BUILDING SECTIONCEPTION: ONE-HALF-INCH DIAMETER OR GREATER STEEL BOLTS. A
85„TYPE"X'GYP. BD.
ON WALL &CLG.AS I _ I - - I :•PER SECTION R302.5I I I co
II
Ii o9 O N
WINDOW
ONYS OF THE IR pO N
p
00 p I ALL NEW POURED CONCRETE FOUNDATION WALLS,AND FOOTINGS
I I I Ico
I I TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AND - - - - - ELEMENTS ABOVE
I / 2x 8 RAFTERS I 2x 8 RAFTERS I I I w I I SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT(PERCENT BY
1 @ 16"O.C. I I @ 16"O.C. 1„ I ( :.:: a0 I VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR
52" I I 23'-1" I 52 I I I Cn N I I MORE THAN 7 PERCENT AS PER TABLE R402.2 OF THE IIRCONYS — GIRDER / HEADER ABOVE
I I
POST DOWN
I I I I I O ( I I I INTERCONNECTED COMBINATION
\ I I I I I I �� SD SMOKE AND CARBONMONOXIDE
DROP TOP OF
\ I I I'
-ICO DETECTORS AS PER R314 OF THE
I I I I I
WALL DOWN 14" �,• I IRCNYS AND 915 OF THE IFCONYS
O
I o I I I I I .: I
3-14"x 18"LVL HEADER WITH I I I I FROM TOP OF WALL
•�bN 3-2x 6 POSTS EACH END L - - - - - - - - - - - - - - - - - - - - - - - - � - - J
N I I
L — — — — — — — — — — — — — — — — — — — — — — — — — —
I— — — — —
- - - - - - - - - - - - - _�_ - - -- - - - - - — - -
PHOTO/ W
MOTION o m = T-1 2" 16-3"M.O. T-102"
Q O CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
Y-102" 16'-3"R.O. 3-1 f" 24'-0" MAINTAINING JOB SITE SAFETY DURING THIS PHASE
OF WORK&SHALL COMPLY WITH ALL APPLICABLE
24'-0" FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING
7 01BUT NOT LIMITED TO BUILDING CODES, OSHA
14"20 GA. COIL STRAPPING GARAGE FOUNDATION PLAN REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS
FROM RAFTER TO RAFTER MATERIAL REMOVAL&DISPOSAL.
GARAGE FLOOR PLAIN 12"EACH SIDE(TYPICAL) SCALE: 1/4" = 1'-O" THE CONTRACTOR SHALL INDEMNIFY&HOLD
SCALE: 1/4" = 1 -O HARMLESS THE OWNER,THE ARCHITECT,AND CONCEALED RIDGE VENT(TYPICAL) THEIR AGENTS&EMPLOYEES FROM AND AGAINST
ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
2-14'x 16"LVL RIDGE GIRDER ARISING OUT OF OR RESULTING FROM ANY OF THE
2x 6 COLLAR TIES @ 16"O.C.
ITEMS LISTED ABOVE.
THE CONTRACTOR SHALL VERIFY ALL FIELD
CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
TYPICAL ROOF CONSTRUCTION: CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
LIFETIME ARCHITECTURAL ASPHALT SHINGLES =-=- RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
(COLOR: DETERMINED BY OWNER)
15#ROOF FELT&ICE AND WEATHER SHIELD TYPICAL ROOF CONSTRUCTION THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
:
1/2"O.S.B. PLYWOOD SHEATHING AGENCY FOR ANY"ERRORS&OMISSIONS"ON
2x 8 RAFTERS @ 16"O.C. 35 YEAR ARCHITECTURAL ASPHALT SHINGLES THESE DOCUMENTS.
(COLOR: CHARCOAL)
PROVIDE SIMPSON H10S TIES
15#ROOF FELT&ICE AND WEATHER SHIELD THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
1/2"O.S.B. SHEATHING
12 __ -- 12 AT ALL RAFTER TO STUD METHODS&MEANS"OF CONSTRUCTION. THE
-- CONNECTIONS(TYPICAL) 2x 8 RAFTERS @ 16"O.C. ARCHITECT IS NOT RESPONSIBLE FOR FIELD
SUPERVISION.
8 TYPE"X"GYP. BD. 1x 6 PVC FASCIA BOARDS EXTERIOR WALL
ON WALLS&CLG.AS = CONSTRUCTION:
PER SECTION R302.5 WITH GUTTERS&LEADERS w
O CEDAR PERFECTION PRE-DIPPED
OF THE IRCONYS W J 1'-0" "WASKA ECOBLEACH"COLOR:WHITE _
U_ o O.H. VENTILATED UNDERLAYMENT
GARAGE _ TYVEK HOUSE WRAP OR EQUAL
? w VENTED SOFFIT(TYP) 2"O.S.B. SHEATHING ,��FtED AR y
U- W O 2x 6 STUDS @ 16"O.C. - �5 �STOPI/E
00 a 5/8"DIA.x 12"LONG ANCHOR
°JNa g O BOLTS 4'-0"O.C. MAX.AS PER 5/8 TYPE 'X GYPSUM WALL BOARD �<v o e�G nA
NO @
11 � g SECTION R403.1.6. 3N 3N 3ga * a ��_ Z
Cr) 0 BEARING PLATE(SIMPSON BPS5/8-3)
4 P.C. SLAB(3,500 PSI U_
CONC. MIN.WITH 5% 2x 6 SILL PLATES WITH SILL (nr�
TO 7%AIR ENTRAINMENT) SEAL AND TERMITE SHIELD. p4684$
F 4B�O
GARAGE RIGHT ELEVATION
2x 4 KEYWAY SCALE: 1/4" = 1'-O"
o ;Z
c� :2
NEW FOUNDATION WALL: OFFICIAL PLANS ARE DULY SIGNED AND
SEALED AND BEAR RED-INK SIGNATURE
8"POURED CONCRETE
FOUNDATION WALL ON
SECTION THRU GARAGE: S-1 16"x8"P.C. FOOTING WITFi Model Name: Viper
TEMPORARY WALL BRACING NOTE: 2-#5 RE-BAR IN BOTTOM.
WALLS TO BE BRACED DURING CONSTRUCTION PROVIDE DAMP PROOFING Proposed New Home for:
TO PREVENT BOWING OF TOP PLATES. DO NOT SCALE: 1/4" = 1'-O" AS PER SECTION R406.2 OF
REMOVE BRACES UNTIL WALLS AND ROOF ARE THE IRCONYS. TYPICAL ROOF CONSTRUCTION:
FULLY SHEATHED. 35 YEAR ARCHITECTURAL ASPHALT SHINGLES
(COLOR: CHARCOAL)
15#ROOF FELT&ICE AND WEATHER SHIELD RAMOUNT
TYPICAL ROOF CONSTRUCTION:--,,, 1/2"O.S.B. SHEATHING2x 8 RAFTERS @ 16"O.C. DEVELOPMENT GROUP
35 YEAR ARCHITECTURAL ASPHALT SHINGLES
(COLOR: CHARCOAL)
15#ROOF FELT&ICE AND WEATHER SHIELD OOLUMEN ARCHITECTURE
1/2 O.S.B. SHEATHING
2x 8 RAFTERS @ 16"O.C. Ff I'
_ 2 Windemere Court,
- P.O. Box 169, Speonk,NY 11972
Phone: 631-874-2925
Fax: 631-874-7377
1_
adam@delumenarchitecture.com
EXTERIOR WALL
CONSTRUCTION: O EXTERIOR WALL # 1760 McCann Lane
CEDAR PERFECTION PRE-DIPPED CONSTRUCTION: Greenport New York 11944
"WASKA ECOBLEACH"COLOR:WHITE - CEDAR PERFECTION PRE-DIPPED > >
VENTILATED UNDERLAYMENT - "WASKA ECOBLEACH"COLOR:WHITE Town of Southold
TYVEK HOUSE WRAP OR EQUAL VENTILATED UNDERLAYMENT Q2 COUri of Suffolk
Z'O.S.B. SHEATHING I I I I I t I I I
VEK HOUSE WRAP OR EQUAL
2x 6 STUDS @ 16"O.C. Z'O.S.B. SHEATHING Zone: R-40
5/8"TYPE"X"GYPSUM WALL BOARD 2x 6 STUDS @ 16"O.C. SCTM #: 1000-33-4-7 Non-Conforming
5/8"TYPE"X"GYPSUM WALL BOARD
- LU I I . Detached Garage Plans
Date: February 20, 2026
GARAGE REAR ELEVATION GARAGE LEFT SIDE ELEVA71ON GARAGE FRONT ELEVATION Scale: As noted
SCALE: 11/4 - 1 -0 SCALE. 1/4 - 1 -0 SCALE. 1/4 - 1 -0 ,
[ Project No: DA2601 A2
EDGE 8d NAILS @ 6"O.C. EDGE 8d NAILS @ 6"O.C. SYMBOL L EG E N D
AT ALL EDGES AT ALL EDGES Q
BRACED WALL LINE"C": 24'-0" U TABLE R602.10.3(1) -I I I=I I I=III
REQUIRED CS-WSP: 5'-10" TABLE R602.10.3(1) I—III—I I=III EARTH
��- 8d NAILS @ 12"O.C. CS-WSP PROVIDED: 24'-0"COMPLIES
c7 = — 8d NAILS @ 12"O.C. O AT FIELD '; ="y= ':`' OR 8 CMU BLOCK POURED CONCRETE
coo �_ �— AT FIELD p MINIMUM LENGTH OF BRACED
WALL PANELS FOR CS-WSP: 27" TABLE R602.10.5 �"=`�''��'=`�`=r��'
PROVIDED MIN. LENGTH OF BRACED
WALL PANEL FOR CS-WSP: 288" EXISTING STUD WALL
TO REMAIN
MINIMUM 3"EXTERIOR SHEATHING SPECIFIED z"MIN. TABLE R602.3 3
Z'THICK SHEATHING /� /� ` 2'THICK SHEATHING s �6 ( )
G INSTALLED HORIZONTALLY l I lJ y INSTALLED HORIZONTALLY SHEATHING MIN. 8d NAILS 6"O.C. EXISTING STUD WALL
�i V VVV ------ -�
ALONG EDGES/12"O.0 FIELD TO BE REMOVED
8d NAILS @ 6"O.C. 8d NAILS @ 6"O.C. NEW 2x 4 OR 2x 6
-< AT ALL EDGES AT ALL EDGES
24'-0"BRACED WALL LINE"C"
t (� STUD WALL @ 16" O.C.
2x SOLID BLOCKING AT �l JOISTS
ALL SHEATHING SEAMS 6 JOISTS ABOVE
t y 5
A5 SECTION / DETAIL
v M M � s-1 BUILDING SECTION
0 6 C; v A5
00 o M
r r T M ( I T r !-
-- x co W i I I W � W 0 — WINDOW
ww w w I I ww w w
BRACED WALL PANEL NOTES: I I m m m m
J J
ALL CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS VERTICAL SHEATHING FOR ~ ~ ~ ~ I I ~ — — — — — ELEMENTS ABOVE
HORIZONTAL SHEATHING FOR (PLYWOOD OR O.S.B.)MINA5/32"THICKNESS TO BE INSTALLED
I I
BRACED WALLS DETAIL HORIZONTALLY OR VERTICALLY WITH ALL SHEATHING EDGES
BLOCKED. USE 8d NAILS-6"O.C.„AT SHEATHING EDGES BRACED WALLS DETAIL W o a I m co
W GIRDER / HEADER ABOVE
a
SCALE. 1/2 -1-0,� (INCLUDING OPENINGS)AND 12 O.C.AT SHEATHING FIELD. �„ , _ - I I = m
SCALE: 1/2 _-1 -0 0- Z w � V�'
ALL SHEATHING TO BE ATTACHED FROM TOP OF TOP PLATES g z 0° w a ® POST DOWN
TO BOTTOM OF SILL PLATES.ALL WALLS ARE TO BE TEMPORARILY Ov -� i i _j O _
BRACED UNTIL ALL WALL AND ROOF SHEATHING IS INSTALLED o 0 o W ¢ I I Q o 0 0 - p� INTERCONNECTED COMBINATION
AND NAILED AS PER ABOVE. N N to co M E: v -1 v � � ��z SD SMOKE AND CARBONMONOXIDE
p I I p N in N N N U CO DETECTORS AS PER R314 OF THE
w v I I v w IRCNYS AND 915 OF THE IFCONYS
24'-0"BRACED WALL LINE"A" W m I I W v
a i
4'-0" 4'4" Z U o I I o z (U
B.W.P. 16'-0" B.W.P. U LL � W N i i N U % .
co w
� Qv I I Oa L)
2U UJ
W006 z0 I I 0° mU � � CO U
WZO
wp p 0afz0 O -o = I I wdp 0ofz0 O -0 =
J Cb > Z cn Z Z � w mow
LL X w o I I J > z z o X w CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
O O w w w w c� O M I I w J g J w MAINTAINING JOB SITE SAFETY DURING THIS PHASE
® ® ® ® w a Q W Q z W I I W a 2 z W z 2 y w FEDERAL,
WORK&SHALL COMPLY WITH ALL APPLICABLE
® ® ® ® ® ® W _ °- p °- p O I I W � U) � n¢. p a D H O FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING
U J 0 J Z
U p c2 J J z BUT NOT LIMITED TO BUILDING CODES, OSHA
O O W cis z ¢ ¢ z Cn o o a I I W � z ¢ ¢ z � o REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS
a � � v� ¢ 9 I I in W n. cq ¢ MATERIAL REMOVAL&DISPOSAL.
m
THE CONTRACTOR SHALL INDEMNIFY&HOLD
4'-0" HARMLESS THE OWNER,THE ARCHITECT,AND
O O THEIR AGENTS&EMPLOYEES FROM AND AGAINST
B.W.P. 01 4,_0„16'-0" B.W.P. ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING FROM ANY OF THE
24'-0"BRACED WALL LINE"A„ ITEMS LISTED ABOVE.
\��=MINIMUM 8"EXTERIOR SHEATHING THE CONTRACTOR SHALL VERIFY ALL FIELD
SPECIFIED 16"MIN. SHEATHING MIN. CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
8d NAILS 6"O.C.ALONG EDGES/
12"O.0 FIELD BRACED WALL LINE"A": 24'-0" TABLE R602.10.3(1) CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
REQUIRED CS-WSP: 5'-10" TABLE R602.10.3(1)
BRACED WALL LINE "All CS-WSP PROVIDED: 8'-8"COMPLIES THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
MINIMUM LENGTH OF BRACED AGENCY FOR ANY"ERRORS&OMISSIONS"ON
SCALE: 1/4"=1'-0" THESE DOCUMENTS.
WALL PANELS FOR CS-WSP: 35" TABLE R602.10.5
PROVIDED MIN. LENGTH OF BRACED THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
WALL PANEL FOR CS-WSP: 48" "METHODS&MEANS"OF CONSTRUCTION. THE
MINIMUM 8"EXTERIOR SHEATHING SPECIFIED 16"MIN. TABLE R602.3 (3) ARCHITECT IS NOT RESPONSIBLE FOR FIELD
SUPERVISION.
SHEATHING MIN. 8d NAILS 6"O.C.
24'-0"BRACED WALL LINE"B"&"C" ALONG EDGES/12"O.0 FIELD
PROPOSED GARAGE WALL NOTES:
O
BRACING CALCULATIONS BRACING REQUIREMENTS ARE BASED ON O ,1 TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. �RED AR
SCALE: 1/4 -1'-0 mac, o��\STOPyE �y/�c�
046848 yO�
O O O D O O O FOF NEB
MINIMUM 3'EXTERIOR SHEATHING
SPECIFIED-s"MIN. SHEATHING MIN.
8d NAILS 6"O.C.ALONG EDGES/ OFFICIAL PLANS ARE DULY SIGNED AND
12"O.0 FIELD SEALED AND BEAR RED-INK SIGNATURE
BRACED WALL LINE "B" & "C" Model Name: Viper
SCALE: 1/4"=1'-0" Proposed New Home for:
D :
24'-0"BRACED WALL LINE"D" RAMOUNT
18'-0" 3'-0" DEVELOPMENT GROUP
B.W.P. T-0" B.W.P.
DoL�JI�EN ARCKITECTI�RE
2 Windemere Court,
P.O. Box 169, Speonk,NY 11972
0 0 Phone: 631-874-2925
Fax: 631-874-7377
adam@delumenarchitecture.com
1
# 760 McCann Lane
Greenport, New York, 11944
Town of Southold
O O O O O O County of Suffolk
MINIMUM 8" EXTERIOR SHEATHING SCTM #: 1000-33-4-7 Zone: R-40
SPECIFIED 16"MIN. SHEATHING MIN. Non-Conforming
NAILS 6"O.C.ALONG EDGES
12"O.0 FIELD / Detached Garage Plans
12
BRACED WALL LINE "D" Date: February 20, 2026
SCALE: 1/4"=1'-0"
Scale: As notedA3
1 Project No: DA2601
FASTENING SCHEDULE-TABLE R602.3(1)-ABBR. TABLE R802.11-ABBREVIATED TABLE R802.5.2(1) SYMBOL LEG EN D
TNUMBER AND TYPE RAFTER OR TRUSS UPLIFT CONNECTION FORCES RAFTER /CEILING JOIST WALL BRACING: BUILDINGS SHALL BE BRACED IN
ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERS a,b,c SPACING AND LOCATION FROM WIND(POUNDS PER CONNECTION)a,b,c,d,e,f,g,h CEILING JOISTS HEEL JOINT CONNECTIONS a,b,c,d,e,f,h ACCORDANCE WITH IRC SECTION R602.10, OR WHEN III=1 I I I I=1 EARTH
APPLICABLE, SECTION R602.12. OR SECTION R602.10.4.2 I=I I,I I r (-
ROOF(FRAMING EXPOSURE C RAFTERS RAFTER RAFTER GROUND SNOW LOAD:20 PSF CONTINUOUS SHEATHING METHODS. SEE BRACED WALL
1 BLOCKING BETWEEN CEILING JOISTS 4-8d BOX(2-1/2"x 0.133")OR EACH RAFTER,TOENAIL (MPH)Vult ULTIMTE DESIGN WIND SPEED SLOPE SPACING CALCULATIONS AND DIAGRAMS ATTACHED TO THIS SET OF POURED CONCRETE
OR RAFTERS TO TOP PLA-fE 3-8d COMMON 12'-0"TO 28'-0"ROOF SPAN DOUBLE TOP ROOF SPAN DRAWINGS. OR 8° CMU BLOCK
RAFTER ROOF 140 (MPH)
PLATE
12FT 1 20FT I 28FT I 36FT
OR TRUSS SPAN ROOF PITCH NUMBER OF COMMON NAILS A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO r--, EXISTING STUD WALL
2 CEILING JOISTS TO TOP PLLATE 4-8d BOX(2-1/2")OR EACH JOIST,TOE NAIL SPACING (FEET) TRANSMIT THE APPLICABLE UPLIFT FORCES IN
3-8d COMMON <5:12 Z5:12 3:12 16�O.C. 5 8 10 13 TO REMAIN
4:12 16'O.C. 4 6 8 10 SECTION R802.11.2 FROM THE ROOF ASSEMBLY TO THE
12 263 247 5:12 16"O.C. 3 5 6 8
3 CEILING JOISTS NOT ATTACHED TO 4-10d BOX(3")OR FACE NAIL 18 342 322 FOUNDATION.
7:12 16"O.C. 3 4 5 6 EXISTING STUD WALL
C - - - �
PARALLEL RAFTER, LAPS OVER PARTITION 3-16d COMMON (32") 24 422 396 9:12 16"O.C. 3 4 4 5 TO BE REMOVED
(SEE SECTION R802.5.2 AND TABLE R802.5.2) 4-3"x 0.131"NAILS 16"O.C. 28 476 446 12:12 16"O.C. 3 3 4 4
32 529 496 24"MAX. 24"MAX. R802.11 UPLIFT RESISTANCE. NEW 2x 4 OR 2x 6
4 CEILING JOISTS ATTACHED TO TABLE R802.5.2 1 FACE NAIL 36 583 547 O.H. O.H. a. 10d common Wo x 0.148"❑)nails shall be permitted to be substit ed ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN
for 16d common 31/2"❑ x 0.162"❑ nails where the required number of n ils ACCORDANCE WITH SECTIONS R802.11.1 AND R802.11.2. STUD WALL 16 O.C.
PARALLEL RAFTER-HEEL JOINT ( ) 42 664 622 WALL STUD ( ) q
Jis taken as 1.2 times the WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDS
(SEE SECTION R802.5.2 AND TABLE R802.5.2(11)) 48 745 697 USE SIMPSON H2Ak SEISMIC&HURRICANE required number of 16d common nails,rounded up to the next full nail. JOISTS
TIES AT EACH RAFTER TO STUD CONNECTION b. Heel joint connections are not required where the ridge is (90.8 KG), RAFTERS AND TRUSSES SPACED NOT MORE THAN JOISTS ABOVE
5 COLLAR TIES OR 14'x 20 GA. RIDGE STRAPS 4-10d BOX(3")OR FACE NAIL TO EACH RAFTER a. THE UPLIFT CONNECTION FORCES ARE BASED ON A �„ supported by aload-bearing wall,header or ridge beam. 24 INCHES(610 MM) ON CENTER SHALL BE PERMITTED TO BE
MAXIMUM 33-FOOT MEAN ROOF HEIGHT AND WIND EXPOSURE 18 GAGE-(12)8dx1;2 NAILS IN EACH TIE. ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN
3-10d COMMON (3") UPLIFT: DOUG FIR.=575, HEM FIR=495 C. Where intermediate support of the rafter is provided by vertical 5
CATEGORY B OR C.FOR EXPOSURE D,THE UPLIFT ( ) struts or purlins to a load-bearing wall,the tabulated heel joint connection ACCORDANCE WITH TABLE R602.3(1). A5 SECTION / DETAIL
3-10d COMMON 2 TOE NAILS ON ONE SIDE& CONNECTION FORCE SHALL BE requirements shall be permitted WHERE THE BASIC WIND SPEED DOES NOT EXCEED 115 MPH,
SELECTED FROM THE EXPOSURE C PORTION OF THE TABLE to be reduced proportionally to the reduction ins an. THE WIND EXPOSURE CATEGORY IS B,THE ROOF PITCH IS
6 RAFTERS TO TOP PLATE OR 4-10d BOX 1 TOE NAIL F OPPOSITE SIDE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN d. Equivalent nailing patterns are required forceiling joist to ceiling 5:12 OR GREATER,AND THE ROOF SPAN IS 32 FEET 9754 MM S-1 BUILDING SECTION
OF EACH RAFTER OR TRUSS ( )
WIND SPEED.THE ADJUSTMENT COEFFICIENTS IN TABLE RAFTERS joist lap splices. OR LESS, RAFTERS AND TRUSSES SPACED NOT MORE THAN A5
4-1 d OR R301.2.1(2)SHALL NOT BE e. Applies to roof live load of 20 psf or less.
7 O BE
TOE NAIL 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED T
ROOF RAFTERS TO 3-10d COMMON USED TO MULTIPLY THE TABULATED FORCES FOR DOUBLE TOP f. Tabulated heel joint connection requirements assume that ceiling 24 INCHED 61 THEIR SUPPORTING WALL ASSEMBLIES
RIDGE,VALLEY OR HIP EXPOSURES C AND D OR FOR OTHER MEAN ROOF HEIGHTS. PLATE joists or rafter ties are located at the bottom of the attic space.Where ATTA �I- WINDOW
3-16d BOX OR b. THE UPLIFT CONNECTION FORCES INCLUDE AN ceiling joists or rafter ties are located ACCORDANCE WITH TABLE R602.3(1).
2-16d COMMON END NAIL ALLOWANCE FOR ROOF AND CEILING ASSEMBLY DEAD LOAD higher in the attic,heel joint connection requirements shall be increased
OF 15 PSF. 28'-0"TO 48'-0"ROOF SPAN by the adjustment factors in Table 802.5.2(2). R802.1 1.1 TRUSS UPLIFT RESISTANCE. - - - - - ELEMENTS ABOVE
C. THE TABULATED UPLIFT CONNECTION FORCES ARE Tabulated requirements are based on 10 sf roof dead load in TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL
WALL[FRAMING 9� q P
LIMITED TO A MAXIMUM ROOF OVERHANG OF 24 INCHES. combination with the specified roof snow load and roof live load.
d. THE TABULATED UPLIFT CONNECTION FORCES SHALL j3 ; HC/HR Heel Joint Connection ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING
8 STUD TO STUD(NOT AT BRACED WALL PANELS 16d COMMON(3-1/2 x0.162 ) 24 O.C. FACE NAIL BE PERMITTED TO BE MULTIPLIED BY 0.75 FOR CONNECTIONS Adjustment Factor UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN _
NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. DRAWINGS FOR THE ULTIMATE DESIGN WIND SPEED AS NOT / HEADER ABOVE
STUD TO STUD AND ABUTTING STUDS AT 16d BOX(3-1/2"x0.162") 16"O.C.FACE NAIL e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND N 1/3 1/4 .3 DETERMINED BY FIGURE R301.2(2)AND LISTED IN TABLE
9 INTERSECTING WALL CORNERS(AT BRACED GREATER PITCH,THE TABULATED UPLIFT CONNECTION �- 1/5 1.25 R301.2 OR AS SHOWN ON THE CONSTRUCTION DOCUMENTS.
WALL PANELS) FORCES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. 1/6 1.20 UPLIFT FORCES SHALL BE PERMITTED TO BE DETERMINED AS ® POST DOWN
THIS REDUCTION SHALL NOT BE 24"MAX. 24"MAX. 1/10 or less 1.11 SPECIFIED BY TABLE R802.11, IF APPLICABLE, OR AS
10 BUILT UP HEADER 16d COMMON (3-1/2"x0.162") 16"O.C. FACE NAIL ALONG EDGES COMBINED WITH ANY OTHER REDUCTION IN TABULATED O.H. O.H.
DETERMINED BY ACCEPTED ENGINEERING PRACTICE. i<X SD INTERCONNECTED COMBINATION
FORCES. WALL STUD SMOKE AND CARBONMONOXIDE
11 CONTINUOUS HEADER TO STUD 5-8 `1
d BOX(2-1/2"x0.113")OR TOE NAIL f. FOR WALL-TO-WALL AND WALL-TO-FOUNDATION Where: _1CO DETECTORS AS PER R313 OF IRCNYS
4-8d COMMON CONNECTIONS,THE UPLIFT CONNECTION FORCE SHALL BE USE SIMPSON H101S SEISMIC&HURRICANE a.HC=Height of ceiling joists or rafter ties measured vertically from the R802.11.2 RAFTER UPLIFT RESISTANCE.
PERMITTED TO BE REDUCED BY 60 POUNDS PER LINEAR TIES AT EACH RAFTER TO STUD CONNECTION top of the rafter support walls to the bottom of the ceiling joists or rafter INDIVIDUAL RAFTERS SHALL BE ATTACHED TO SUPPORTING
FOOT FOR EACH FULL WALL ABOVE. ties;HR=Height of roof ridge WALL ASSEMBLIES BY CONNECTIONS CAPABLE OF
12 TOP PLATE TO TOP PLATE: 16d BOX(3-1/Z"x0.162") 16"O.C.FACE NAIL g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF 18 GAGE-(24)8dx1;z'NAILS IN EACH TIE. measured vertically from the top of the rafter support walls to the bottom RESISTING UPLIFT FORCES AS DETERMINED BY TABLE R802.11
SPANS AND WIND SPEEDS SHALL BE PERMITTED. (UPLIFT: DOUG FIFA= 1,010, HEM FIR=870) of the roof ridge. OR AS13 DOUBLE TOP PLATE SPLICE 8- 16d COMMON OR FACE NAIL ON EACH SIDE OF END JOIST(MIN H.THE TABULATED FORCES FOR A 12-INCH ON-CENTER b.Where HC/HR exceeds 1/3,connections shall be designed in CONNECTIONS
DETERMINEDECTIONS FOR BEAMS USED IN A ROOF SYSTEM SHALL
BY ACCEPTED ENGINEERING PRACTICE.
12-16d BOX 24"LAP SPLICE LENGTH EA.SIDE OF END JOINT) SPACING SHALL BE PERMITTED TO BE USED TO DETERMINE accordance with accepted engineering practice. CO
THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. BE DESIGNED IN ACCORDANCE WITH ACCEPTED
14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND 16d COMMON(3-1/2")OR 16"O.C. FACE NAIL ENGINEERING PRACTICE. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
JOIST OR BLOCKING(AT BRACED WALL PANELS) 16d BOX(3-1/2") 12"O.C. FACE NAIL MAINTAINING JOB SITE SAFETY DURING THIS PHASE
OF WORK&SHALL COMPLY WITH ALL APPLICABLE
FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING
END NAIL
15 TOP OR BOTTOM PLATE TO STUD 3-16d BOX BUT NOT LIMITED TO BUILDING CODES, OSHA
2-16d COMMON R403.1.6 FOUNDATION ANCHORAGE. R403.1.6.1 FOUNDATION ANCHORAGE IN R602.10.8 BRACED WALL PANEL CONNECTIONS. CONTINUOUS RIM REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS
16 TOP PLATES, LAPS AT CORNERS 3-16d BOX FACE NAIL WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY SEISMIC DESIGN CATEGORIES C, Do, D1 AND D2. BRACED WALL PANELS SHALL BE CONNECTED TO FLOOR FRAMING OR OR BAND JOIST FULL HEIGHT BLOCKING CONTINUOUS MATERIAL REMOVAL&DISPOSAL.
AND INTERSECTIONS 2-16d COMMON ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO IN ADDITION TO THE REQUIREMENTS OF SECTION R403.1.6, FOUNDATIONS AS FOLLOWS: ALONG LENGTH OF BRACED WALL PANEL
THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD THE CONTRACTOR SHALL INDEMNIFY&HOLD
17 1"BRACE TO EACH STUD,AND PLATE 3-16d BOX FACE NAIL LIGHT-FRAME STRUCTURES IN SEISMIC DESIGN CATEGORIES 1.WHERE JOISTS ARE PERPENDICULAR TO A BRACED WALL PANEL r PERPENDICULAR FRAMING HARMLESS THE OWNER,THE ARCHITECT,AND
2-16d COMMON COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DO, D1 AND D2 AND WOOD LIGHT-FRAME TOWNHOUSES IN ABOVE OR BELOW,A RIM JOIST, BAND JOIST OR BLOCKING SHALL BE THEIR AGENTS&EMPLOYEES FROM AND AGAINST
DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL SEISMIC DESIGN CATEGORY C. PROVIDED ALONG THE ENTIRE LENGTH OF THE BRACED WALL PANEL IN ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
FLOOR FRAMING PLATES IN ACCORDANCE WITH SECTION R505.3.1 OR R603.3.1,
ACCORDANCE WITH FIGURE R602.10.8(1). FASTENING OF TOP AND 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG ARISING OUT OF OR RESULTING FROM ANY OF THE
AS APPLICABLE.WOOD SILL PLATES SUPPORTING 1. PLATE WASHERS CONFORMING TO SECTION R602.11.1 BOTTOM WALL PLATES TO FRAMING, RIM JOIST, BAND JOIST OR BRACED WALL PANEL BRACED WALL PANEL ITEMS LISTED ABOVE.
21 JOIST TO SILL,TOP PLATE:OR GIRDER-PER JOTS 4-8d BOX, 3-8d COMMON PER JOIST TOE NAIL COLD-FORMED STEEL FRAMING SHALL BE ANCHORED TO THE SHALL BE PROVIDED FOR ALL ANCHOR BOLTS OVER BLOCKING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1).
FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FULL LENGTH OF REQUIRED BRACED WALL LINES BRACED WALL PANEL BRACED WALL PANEL THE CONTRACTOR SHALL VERIFY ALL FIELD
22 RIM JOIST, BAND JOIST OR BLOCKING TO SILIL OR 8d COMMON, 10d BOX 6"O.C.TOE NAIL EXCEPT WHERE APPROVED ANCHOR STRAPS ARE 2.WHERE JOISTS ARE PARALLEL TO A BRACED WALL PANEL ABOVE OR CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
TOP PLATE(ROOF APPLICATIONS ALSO) WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON USED. PROPERLY SIZED CUT WASHERS SHALL BE BELOW,A RIM JOIST, END JOIST OR OTHER PARALLEL FRAMING MEMBER CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT SHALL BE PROVIDED DIRECTLY ABOVE AND BELOW THE BRACED WALL RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
23 BLOCKING TO JOIST 2-10d BOX,2-8d COMMON EACH END PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND PANEL IN ACCORDANCE WITH FIGURE R602.10.8(2).WHERE A PARALLEL 3-16d @ 16"O.C.ALONG 3- 16d @ 16"O.C.ALONG
CONTAINING BRACED WALL PANELS. BRACED WALL PANEL BRACED WALL PANEL
ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FRAMING MEMBER CANNOT BE LOCATED DIRECTLY ABOVE AND BELOW THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX, 3-16d COMMON TOE NAIL FOUNDATION WITH MINIMUM 1/2-INCH-DIAMETER(12.7 MM) 2. INTERIOR BRACED WALL PLATES SHAILL HAVE THE PANEL, FULL-DEPTH BLOCKING AT 16-INCH (406 MM)SPACING SHALL AGENCY FOR ANY"ERRORS&OMISSIONS"ON
ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET(1829 ANCHOR BOLTS SPACED AT NOT MORE TTHAN 6 FEET BE PROVIDED BETWEEN THE PARALLEL FRAMING MEMBERS TO EACH =OR
CULAR FRAMING THESE DOCUMENTS.
25 2"PLANKS(PLANK AND BEAM FLOOR AND ROOF) 3-16d COMMON,4-10d BOX AT EACH BEARING-FACE NAIL MM)ON CENTER OR APPROVED ANCHORS OR ANCHOR (1829 MM)ON CENTER AND LOCATED WIITHIN 12 INCHES SIDE OF THE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS
STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENT (305 MM) OF THE ENDS OF EACH PLATE ESECTION WHEN R602.10.8(2). FASTENING OF BLOCKING AND WALL PLATES SHALL BE IN THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
26 BAND OR RIM JOIST TO JOIST 4-10d BOX, T 16d COMMON PER JOIST ANCHORAGE TO 1/2-INCH-DIAMETER(12.7 MM)ANCHOR ACCORDANCE WITH TABLE R602.3(1)AND FIGURE R602.10.8(2). BAND JOIST ALONG LENGTH OF BRACED WALL PANEL "METHODS&MEANS"OF CONSTRUCTION. THE
BOLTS. BOLTS SHALL EXTEND NOT LESS THAN 7 INCHES (178 SUPPORTED ON A CONTINUOUS FOUND/A710N. ARCHITECT IS NOT RESPONSIBLE FOR FIELD
FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION
27 BUILT UP GIRDERS AND BEAMS 10d BOX 24 O.C. FACE NAIL TO TOP AND BOTTOM MM)INTO CONCRETE OR GROUTED CELLS OF CONCRETE 3. INTERIOR BEARING WALL SOLE PLATES SHALL HAVE 3. CONNECTIONS OF BRACED WALL PANELS TO CONCRETE OR MASONRY SUPERVISION.
STAGGERED ON OPPOSITE SIDES MASONRY UNITS.THE BOLTS SHALL BE LOCATED IN THE ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET SHALL BE IN ACCORDANCE WITH SECTION R403.1.6. WHEN PERPENDICULAR TO FLOOR / CEILING FRAMING
MIDDLE THIRD OF THE WIDTH OF THE PLATE.A NUT AND (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES
28 LEDGER STRIP SUPPORTING 4-16d BOX, 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN
JOISTS OR RAFTERS THERE SHALL BE NOT FEWER THAN TWO BOLTS PER PLATE SUPPORTED ON A CONTINUOUS FOUNDATION. CONTINUOUS RIM CONTINUOUS RIM FULL HEIGHT BLOCKING
SECTION WITH ONE BOLT LOCATED NOT MORE OR BAND JOIST OR BAND JOIST @ 16"O.C.ALONG
29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX EACH END,TOE NAIL THAN 12 INCHES(305 MM)OR LESS THAN SEVEN BOLT 4.THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4 BRACED WALL PANEL
DIAMETERS FROM EACH END OF THE PLATE SECTION. FEET(1219 MM) FOR BUILDINGS OVER TWO STORIES IN
SUBFLOOR, ROOF AND INTERIOR WALL SHIFATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING INTERIOR BEARING WALL SOLE PLATES ON MONOLITHIC SLAB HEIGHT. TOE NAIL 3-8d NAILS
FOUNDATION THAT ARE NOT PART OF A BRACED WALL PANEL 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG AT EACH BLOCKING ,�ERED AR
DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS ROOF SHEATHING GABLE SHALL BE POSITIVELY ANCHORED WITH APPROVED BRACED WALL PANEL BRACED WALL PANEL MEMBER �5 �szoPHE y�
CONFORM C�
BUILDING ELEMENTS 01=FASTENERS PANEL EDGES INTERMEDIATE END WALL FRAMING 5. STEPPED CRIPPLE WALLS SHALL FORM TO � a �
FASTENERS.SILL PLATES AND SOLE PLATES SHALL BE SECTION R602.11.2.
SUPPORTS BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL
PROTECTED AGAINST DECAY AND TERMITES WHERE 6.WHERE CONTINUOUS WOOD FOUNDATIONS IN o -.-
30 3/8"TO 1/2" 6d COMMON(SUBFLNOR, 6" 12"F 6" REQUIRED BY SECTIONS R304 AND R305.ANCHOR BOLTS * z
WALL) SHALL BE PERMITTED TO BE LOCATED WHILE CONCRETE IS ACCORDANCE WITH SECTION R404.2 ARIE USED,THE 3-8d NAILS AT EACH
8d COMMON(ROOF) 3-16d @ 16"O.C.ALONG 3-16d @ 16"BRACED WALL PANEL BRACED WALL PANEL 7
O.C.ALONG BLOCKING MEMBER ,•
STILL PLASTIC AND BEFORE IT HAS SET.WHERE ANCHOR FORCE TRANSFER SHALL HAVE A CAPACITY EQUAL TO N R
BOLTS RESIST PLACEMENT OR THE CONSOLIDATION
31 19/32"TO 1" 8d COMMON 6" 12"F 6" OR GREATER THAN THE CONNECTIONS(REQUIRED BY � o468as Q
OF CONCRETE AROUND ANCHOR BOLTS IS IMPEDED,THE SECTION R602.11.1 OR THE BRACED WALL PANEL SHALL y
A. ULTIMATE WIND SPEED: 140 MPH.NAILS FOR ATTACHING(ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.0 CONCRETE SHALL BE VIBRATED TO ENSURE FULL CONTACT BE CONNECTED TO THE WOOD FOUNDATIONS IN OF NEB
FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AMD GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING BETWEEN THE ANCHOR BOLTS AND CONCRETE. ACCORDANCE WITH THE BRACED WALL VCONTINUOUS RIM ADDITIONAL FRAMING 2- 16d NAILS
PANEL-TO-FLOOR FASTENING OR BAND JOIST MEMBER DIRECTLY BELOW EACH SIDE
EXTERIOR WALL WOOD SITRUCTURAL PANELS TO RESIST WIND PRESSURES EXCEPTIONS: REQUIREMENTS OF TABLE R602.3(1).
MINIMUM NAIL MINIMUM V'VOOD WOOD WALL NAIL SPACING 1. WALLS 24 INCHES(610 MM)TOTAL LENGTH OR BRACED WALL PANEL FULL HEIGHT BLOCKING
NAIL SIZE PENETRATION STRUCTUIRAL STRUCTURAL STUD SHORTER CONNECTING OFFSET BRACED WALL PANELS FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION @ 16"O.C.ALONG OFFICIAL PLANS ARE DULY SIGNED AND
PANEL SPAN RATING PANEL THICKNESS SPACING EDGES FIELD SHALL BE ANCHORED TO THE FOUNDATION WITH NOT FEWER WHEN PARALLEL TO FLOOR/CEILING FRAMING BRACED WALL PANEL SEALED AND BEAR RED-INK SIGNATURE
THAN ONE ANCHOR BOLT LOCATED IN THE CENTER THIRD OF
8d COMMON NAIL 1.75 INCH 24/161 1/2" 16"O.C. 6" 12" THE PLATE SECTION AND SHALL BE ATTACHED TO Viper
Model Name: Vl
(2-1/2"x 0.131") ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN IN p
ITEM 9 OF TABLE R602.3(1).
INTi ERIOR GYPSUM WALL BOARD BELOW,WOOD STRUCTURAL PANEL Proposed New Home for:
GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS2. CONNECTION OF WALLS 12 INCHES(305 MM)TOTAL R602.10.8.2 CONNECTIONS TO ROOF SHEATHING EXTENDING ABOVE THE TOP
LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL 5/8"DIA. x 12"LONG ANCHOR FRAMING. PLATE AS SHOWN IN FIGURE R602.10.8.2(3)
THICKNESS ORIENTATI MEMBERS WOOD FRAMING PANELS TO THE FOUNDATION WITHOUT ANCHOR BOLTS BOLTS @ 4'-0"O.C. MAX.AS PER TOP PLATES OF EXTERIOR BRACED WALL PANELS SHALL SHALL BE PERMITTED TO BE FASTENED TO
TO FRAMIING SPACING NAILS SCREWS SHALL BE PERMITTED.THE WALL SHALL BE ATTACHED TO SECTION R403.1.6.1 BE ATTACHED TO RAFTERS OR ROOF TRUSSES ABOVE IN EACH TRUSS WEB WITH THREE-81D NAILS RAMOUNT
ACCORDANCE WITH TABLE R602.3(1)AND THIS SECTION. (21/2 INCHES x 0.131 INCH
1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS ADJACENT BRACED WALL PANELS AT CORNERS AS )AND BLOCKING
WALL EITHER DIRECTION 16"O.C. 8" 16" SHOWN IN ITEM 9 OF TABLE R602.3(1). 3"x 3"x 3ga BEARING PLATE WHERE REQUIRED BY THIS SECTION, BLOCKING BETWEEN' BETWEEN THE TRUSSES SHALL NOT BE REQUIRED. DEVELOPMENT GROUP
MIN. CLEARANCE (SIMPSON BPS5/8-3) RAFTERS OR ROOF TRUSSES SHALL BE ATTACHED TO
5/8" CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS TOP PLATES OF BRACED WALL PANELS AND TO RAFTERS 2. FOR SEISMIC DESIGN CATEGORIES DO, D1 AND D2,WHERE SOLID BLOCKING BETWEEN floLUMEN ARGHITEGTURE
WALL EITHER DIRECTION 16"O.C. 8" 16" PER SECTIONS 4"MIN AND ROOF TRUSSES IN ACCORDANCE WITH TABLE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL RAFTERS ATTACHED TO TOP
R404.1.6 AND /�_8"MAX R602.3(1).A CONTINUOUS BAND, RIM OR HEADER JOIST OR TO THE TOP OF THE RAFTERS OR ROOF TRUSSES IS 151/4 PLATES WITH 8d @ 6"O.C.
R317.1 #3. ROOF TRUSS PARALLEL TO THE BRACED WALL PANELS INCHES(387 MM)OR LESS, BLOCKING BETWEEN RAFTERS ALONG LENGTH OF BRACED
TYPE"X"AT 1-7/8"LONG 6d COATED 2 Windemere Court,
GARAGE CLG. PERPENDICIULAR 16"O.C. T 6" NAILS OR EQUIVALENT 2-2x 6 SILL PLATES WITH SHALL BE PERMITTED TO REPLACE THE BLOCKING OR ROOF TRUSSES SHALL BE PROVIDED ABOVE THE WALL PANEL
z SILL SEAL AND TERMITE REQUIRED BY THIS SECTION. BLOCKING SHALL NOT BE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE z P.O. Box 169, Speonk,NY 11972
5/8 BENEATH DRYWALL SCREWS. REQUIRED OVER OPENINGS IN CONTINUOUSLY SHEATHED R602.10.8.2(1). a
HABITABLE SCREWS SHALL COMPLY FINISHED SHIELD. w Phone: 631-874-2925
ROOMS WITH IRC SECT.R702.3.5.1 GRADE BRACED WALL LINES. IN ADDITION TO THE REQUIREMENTS N Fax: 631-874-7377
8" CONCRETE STEM WALL OF THIS SECTION, LATERAL SUPPORT SHALL BE 3.WHERE THE DISTANCE FROM THE TOP OF THE BRACED adam@delumenarchitecture.com
THICKNESS PER SECTION PROVIDED FOR RAFTERS AND CEILING JOISTS IN WALL PANEL TO THE TOP OF RAFTERS OR ROOF TRUSSES
MIN.MIN. DEPTH PER SECTION R404.1.4.2 ACCORDANCE WITH SECTION R802.8 AND FOR TRUSSES IN EXCEEDS 154 INCHES(387 MM),THE TOP PLATES OF THE
a N D CORACE WITH SECTION R802.10.3. ROOF BRACED WALL PANEL SHALL BE CONNECTED TO
R403.1.4 OR GREATER FOR AC # 1760 McCann Lane
FROST PROTECTION PER z :' VENTILATION SHALL BE PROVIDED IN ACCORDANCE WITH PERPENDICULAR RAFTERS OR ROOF TRUSSES ABOVE IN Green port, New York 11944
SECTION R806.1. ACCORDANCE WITH ONE OR MORE OF THE FOLLOWINGLO SECTION R403.1.4.1 - � N p
a ., 1. FOR SEISMIC DESIGN CATEGORIES A, B AND C METHODS: Town of Southold
NTIN
LOAD PATH FOR WHERE THE DISTANCE FROM THE TOP OF THE BRACED
COUOUS M . WALL PANEL TO THE TOP OF THE RAFTERS OR ROOF 3.1. SOFFIT BLOCKING PANELS CONSTRUCTED IN County of Suffolk
TRUSSES ABOVE IS 91/4 INCHES(235 MM)OR LESS, ACCORDANCE WITH FIGURE R602.10.8.2(2). FIGURE R6O2.10.8.2(1) Kon-Confortning
one: R-40
z_ BLOCKING BETWEEN RAFTERS OR ROOF TRUSSES SHALL BRACED WALL PANEL CONNECTION SCTM 4: 1000-33-4-7� � � � NOT BE REQUIRED.WHERE THE DISTANCE FROM THE 70P 3.2.VERTICAL BLOCKING PANELS CONSTRUCTED INWALL BIRACIIWG DETAILS & NOTES
OF THE BRACED WALL PANEL TO THE TOP OF THE ACCORDANCE WITH FIGURE R602.10.8.2(3). TO PERPENDICULAR RAFTERS
2x 4 KEYWAY IN CONCRETE RAFTERS OR ROOF TRUSSES ABOVE IS BETWEEN 91/4 Load Path Diagrams
INCHES(235 MM)AND 151/4 INCHES(387 MM), BLOCKING 3.3. BLOCKING PANELS PROVIDED BY THE ROOF TRUSS
AS PER THE 2025 RESIDENTIAL CODE BASEMENT OR CRAWL SPACE 16"MIN FOOTING PLACED PRIOR TO BETWEEN RAFTERS OR ROOF TRUSSES SHALL BE MANUFACTURER AND DESIGNED IN ACCORDANCE for Wall Braced Walls
CONCRETE STEM WALL AND STEM WALL INSTALLATION PROVIDED ABOVE THE BRACED WALL PANEL IN WITH SECTION R802.
SPREAD FOOTING FOR BRACED ALT:#4 REBAR @ 48"O.C. ACCORDANCE WITH FIGURE R602.10.8.2 1 .
14 MIN INTO STEM WALL. ( )
OF NEW YORK STATE ME BLOCKING BLOCKING PANELS SF OTHER
WALL PANELS. EXCEPTION:WHERE THE OUTSIDE EDGE OF METHODS OF LATERAL LOAD TRANSFER DESIGNED IN Date: February 20, 2026
TRUSS VERTICAL WEB MEMBERS ALIGNS WITH ACCORDANCE WITH THE AWC WFCM OR ACCEPTED
THE OUTSIDE FACE OF THE WALL STUDS ENGINEERING PRACTICE. Scale: As noted A4
Project No: DA2601
II