HomeMy WebLinkAbout49817-Z �tTOWN OF SOUTHOLD
,k BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 49817 Date: 10/3/2023
Permission is hereby granted to:
Gardner Lillian
5530 Main Ba.yview Rd
Southold, NY 11971
To: Construct additions and alterations to an existing single-family dwelling as applied for.
At premises located at:
5530 Main Ba iew Rd, Southold
SCTM # 473889
Sec/Block/Lot# 78.-4-38
Pursuant to application dated 8/3/2023 and approved by the Building Inspector.
To expire on 4/3/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $724.40
CO-ADDITION TO DWELLING $50.00
Total: $774.40
Building Inspector
tat TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 htt s://w+ . oufholdtowLi. . ov
+.�f
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
IPERMIT NO. t7 Building Inspector:
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an 13UILDING'DE
Owner's Authorization form(Page 2)shall be completed. ;
Date:
OWNER(S)OF PROPERTY:
Name: SCTM#1000-
Project Address: 5�^� d r,� --.1
S ALJ S
Phone#: Email
5—� (, c 2�`6 �G� w►� c,
Mailing Address: �h U tY, e) v e-�r•, �•lJ� S o�•t' '
CONTACT PERSON:
Name:
Mailing Address:. _ � -e�,-
Phone#:
3 Email �v,,,,i C
5 � �T
DESIGN PROFESSIONAL INFORMATION:
Name: C ►�La �.--
Mailing Address:
Address: r�'
Phone#: ,it (- 'SSp� Email: �/,6GL o' lb�/94g (F- tC.4:9
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes ENO Will excess fill be removed from premises? 'VgI'es []No
.. i Zr�i/t (L .Z f`e iO
OW
it,agle Des..1m.. n Associates
924 NEWS RIDGE B'D BELLIW O E NEW YORK 11710
Phone 5 6-73'1-5506 Fax 5' 6-826-6368
eagledesignarchitectsC@gmail.co r'irt
January 3, 2023
Town of Southold i E' C EA V E
Building Department
53095 Main Road
Box 1179 3 2023
Southold, NY 11971
Building ep artment
TOwn Of Southold
Re: 5530 Main Bayview Road
Southold, NY 11971
SCTM # 78/4/38
Gentleman,
Be advised that the above property has 2 bedrooms currently and after construction is
complete it still only have 2 bedrooms.
As such an upgrade of the septic system is not required.
Sincerely
Dennis Oliver, RA, AIA'"`"
' 0 A��+ J
.tl
4-1ao
Scott A. Russell f
SUPERVISOR M[A\,NA\,G 1EM[)EN]F
SOUTHOLD TOWN HALL-P.O.Box 1179 y
53095 Main Road-SOUTHOLD,NEW YORK 11971
Town of Southold
CHAPTER 236 - STORRM 'ATER MANAGEMENT REFERRAL FORM
APPLICANT INFORMATIONTO
BE COMPLETED BY THE APPLICANT 9.
'i
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
I. e
APPLICANT: (Property Owner, Design Professional,Prof al, Agent, Contractor, Other)
Date:
� NAME:
Contact Information: � 1., _
�� �^^ ....�—
L.:Raul&�Telardyi Ie I'J'r rrrtrsrup � (/� ...
S_L ..._ _ ..�... .. . ... m -. ... �.....��
0 9ty Address / Location of Construction Site:
jn 01 v
S.C.T.M. #: 1000
.., District
Section BI
ock Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
r.
® - Area of Disturbance is less than I Acre. No S.P-D,E.S. Permit is Required f
Project does Not Discharge to Waters of the State. No S.P.D.E-S. Permit is Re aired
- Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit.
- Area of Disturbance is Greater than I Acre & Storm,xater Runoff Flows Through Southold
Town's MS4 Systems to Waters of the State of Nevx York. THE APPLICANT MUST OBTAIN
a S,P.D.E. . Pel-mit throatSouthold Tovvn Engineering Department
. W.
Prior to Issuance of a B iildlriPermit.
Date:
Reviewed By:
Fnpm s
CVi!'P-Tf1C nrknfiPr ')n 1�
C�( Generated by REScheck-Web Software
J Compliance Cer ificate
Project Gardner Residence
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
5530 Main Bayview Rd
Southold, New York 11971
Compliance: 19.7%Better Than Code Maximum UA: 371 Your UA: 298 Maximum SHGC: 0.40 Your SHGC: 0.28
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Enyglope Aa ernlblie
Prop.Gross Area Cavity Cont. Req. Prop.
Perimeter
Ceiling 1st Floor: Flat Ceiling or Scissor Truss 238 38.0 0.0 0.030 0.026 7 6
Ceiling 2nd Floor: Flat Ceiling or Scissor Truss 761 38.0 0.0 0.030 0.026 23 20
Wall 1st Floor: Wood Frame, 16" D.C. 512 15.0 5.0 0.053 0.060 22 24
Door 1st Floor: Glass Door(over 50%glazing) 80 0.280 0.320 22 26
SHGC: 0.28
Window 1st Floor:Vinyl Frame 26 0.280 0.320 7 8
SHGC: 0.28
Wall 2nd Floor: Wood Frame, 16" o.c. 1,015 15.0 5.0 0.053 0.060 48 55
Window 2nd Floor:Vinyl Frame 106 0.280 0.320 30 34
SHGC; 0.28
Floor 1st: All-Wood joistfFruss - 4,208 30.0 0.0 0.033 0.047 139 198
Compliance Statement. The proposed building design des consistent with the building plans,specifications, and other
calculations submitted with the permit application,The SAIR as been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply wit ments listed in the REScheck Inspection Checklist.
G
Name-TitlejDate
ar
'uoI
t
Project Title: Gardner Residence Report date: 08/01/23
Data filename: Page 1 of 9
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 IECC
Requirements: 100.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans verified Field'Verified
Pre-Inspection/Plan Reviewings andCompliesvalue value Complies? Comments/Assumptions
'
Construction drawings ❑❑Req..�.o
• Requirement will be met.
03.2 documentation demonstrate Does Not
1
[PR111 energy code compliance for the 4❑Not Observable
pj building envelope.Thermal
envelope represented on ❑Not Applicable
_ construction documents,
103 2, documentation demonstrate ®Complies Requirement will be met.
103 1 Construction drawings
sand ❑
Does Not
403.7 energy code compliance
[PR311 lighting and mechanical systems. []Not Observable
Systems serving multiple ❑Not Applicable
dwelling units must demonstrate
compliance with the IECC
Commercial Provisions.
W,mmm Heating
and cooling
_equipment is .___.._Heating: Heating: om lies Requirement will�b..e.. met.
4037sized per Manual based Btu/hr Btu/hr ❑Does
Not
[pR ]2', on loads calculated per ACCA Cooling: Cooling: :❑Not Observable
Manual J or other methods Btu/hr Btu/hr
approved by the code official. ❑Not Applicable
Additional Comments/Assumptions:
rr g mpact(Tier 1) p 2 M p Tier 2) , ��3 Low Impact(Tier 3)
edium•Im act[ ___...� m., w...
Project Title: Gardner Residence Report date: 08/01/23
Data filename: Page 2 of 9
Section
Foundation Inspection Complies? Comments/Assumptions
3012A A protective covering is installed to OComplies Requirement will be met.
F01112 ,protect exposed exterior insulation DDoes Not
'kir and extends a minimum of 6 in.below oNot Observable
,grade. ONot Applicable
.. ......
403.9.. Snow-and ice-melting system controls OCom plies Requirement will be met.
(FO1,212 'installed. ElDoes Not
[]Not Observable
E3Not Applicable ..........
Additional Comments/Assumptions:
................
........I m p'act(Tier 1 Medium Impact' :KtiEowlmpact(I �r
H�j (TI
iL ——---
...........
.......... ...... ......
Project Title: Gardner Residence Report date: 08/01/23
Data filename: Page 3 of 9
SecPlans Verified Field Verified
#tion Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions
021. Glazing U-factor(area weighted U U ❑❑Complie mmmmmmmm r bee for EnvelopevaluAssemblies mmmmmm
402.3.1, average). Does No
402.3.3,
❑
INot Observable
402.5
402.5 ❑Not Applicable
303.1determined
are 3 U-factors of fenestration
accordance ❑DoesNot
stucts pRequirement will be m
... ..
et.
[FR4]
with the NFRC test procedure or ❑Not Observable
taken from the default table.
❑Not Applicable
402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met.
�[FR23]1 ,installed per manufacturer's � U❑Does Not
instructions.
❑Not Observable
❑Not Applicable
402.4.3 Fenestration that is not site built _ ❑Complies LL'Requirement will be meta
[FR20]1 is listed and labeled as meeting -]Does Not
�AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable
or has infiltration rates per NFRC ,
400 that do not exceed code °❑Not Applicable
limits.
❑Com Requirement will be met.
lies
sealed at housing/interior -]Does Not
/interior finish
402.4.5 IC-rated recessed lighting fixtures; p
[FR16]z g
sand labeled to indicate :52.0 cfm
leakage at 75 Pa. ...INot Observable
G......Not Applicable
403.3. insulated d r R-8 where ,,[]Complies
._ Complies Requirement �� .. .,
403.3.1 Supply and return ducts in attics ❑C � � will be met.
1 ere duct is ❑Does Not
V >= 3 inches in diameter and >_ ❑Not Observable
R-6 where < 3 inches.Supply and;
return ducts in other portions of , :]Not Applicable
the building insulated >= R-6 for
diameter>= 3 inches and R-4.2
for< 3 inches in diameter. _
_403_3 air handlers and filter _ ®Complies �
� !Requirement will be met.
[FR13] 'boxes are sealed with ❑Does Not
joints/seams compliant with
y International Mechanical Code or ❑Not Observable
International Residential Code, as ❑Not Applicable
_ applicable,
403.3. 'ducts or plenums, ❑
403.3.5 'Building cavities are not used • � �
as ❑Complies Requirement will be met.
a p Does Not
❑Not Observable
❑Not Applicable
403.4 HVAC piping conveying fluids R R- ❑Complies Requirement will be
met.
[FR17]2 above 105 -F or chilled fluids ❑Does Not
below 55 °F are insulated to >_R-
❑
3 Not Observable
❑Not Applicable
HVAC Complies Requirement will
Protection of insulation on HV ��
403.4.1 q be met.
[FR24]1 piping. ❑Does Not
❑Not Observable
❑Not Applicable
_403.5.3 Hot water pipes es are insulated to R-_ R- . plies Requirement will be met
[FR18] > s
❑Doe Not
[]Not Observable
❑Not Applicable
[FR 3.6 Automatic
to ledion r gravity dampers are� � - ��� ������ UComplies
g y p "Requirement will be met.
z all outdoor air ❑Does Not
intakes and exhausts.
❑Not Observable
❑Not Applicable
... .m.. � .. Low I ._
p1 Hi h Irr act(Tier 1) y 2 Medium Impact(Tier 2) 3 mpact(Tier 3)
Project Title Gardner Residence Report date: 08/01/23
Data filename: Page 4 of 9
Additional Comments/Assumptions:
edium brYtate (
1 Frig repack p Tier 2) 3 Low Imppactact
(Tier 3y
_.. _ .. .. ....
Project Title: Gardner Residence Report date: 08/01/23
Data filename: Page 5 of 9
Section? Plans Verified Field Verified
# Insu'lation,lin§pection. Value Value Complies? Comments/Assumptions
mmmmmmmmm
303.1 'All installed insulation is labeled ',,[.]Complies Requirement will be met.
[t11311 or the installed R-values ;[:]Does Not
provided.
E]Not Observable
'E]Not Applicable
..............
402.1.1, :Floor insulation R-value, R- R- ElComplies See the Envelope Assemblies
402.2.6 El Wood F� Wood ElDoes Not table for values.
[INI]1 E] Steel E] Steel E]Not Observable
E]Not Applicable
.............
'ElComplies Requirement will be met.
303.2, Floor insulation installed per
402.2.8 manufacturer's instructions and �E]Does Not
[IN2]1 in substantial contact with the
E]Not Observable
underside of the subfloor, or floor
framing cavity insulation is in :�,E]Not Applicable
contact with the top side of
sheathing,or continuous
insulation is installed on the
underside of floor framing and
extends from the bottom to the
top of all perimeter floor framing
members.
402.1.1, Wall insulation R-value. If this is a R- R-- OComplies See the Envelope Assemblies
for values.
402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood CIDoes Not table
�402.2.6 wall insulation on the wall ❑ Mass ❑ Mass C]Not Observable
[IN3]1 exterior,the exterior insulation
requirement applies(FRIO). E] Steel E] Steel E-INot Applicable
303.2 Wall insulationis installed per ElComplies Requirement will be met.
[IN4]1 manufacturer's instructions. ElDoes Not
'E]Not Observable
rE]Not Applicable
Additional Comments/Assumptions:
High Impact(Tier Medium Impa-citm
(Tier Low I rmaci iTier i
............
Project Title: Gardner Residence Report date: 08/01/23
Data filename: Page 6 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Rec[.ID
402.1.1, Ceiling insulation R-value.l _ R- R- ❑❑CDomplies See the Envelope Assemblies
e. p
402.2.1, ❑ Wood F] Wood es Not table for values.
402.2.2, ❑ Steel ❑ Steel ❑Not Observable
402.2.6 ❑Not Applicable
[Fill
.....
303.1.1.1, Ceiling
... .. ..._. w....�.___ _._...�_, ......... _......_ —wwwwW
g insulation installed per `❑Complies Requirement will be met.
303.2 manufacturer's instructions. ❑Does Not
[F12]1 Blown insulation marked every
300 ft2. ❑Not Observable
❑Not Applicable
.""" � orn❑ ' lies... .... Requirement will....
402.2.3 Vented attics with air permeable p q be met.
[FI22]2 insulation include baffle adjacent ❑'Does Not
,to soffit and eave vents that
[extends over insulation. ❑Not Observable
❑Not Applicable
402.2.4 Attic access hatch and door R-W R- ❑Complies :,Requirement will be met.
[F13]1 insulation >_R-value of the ❑Does Not
adjacent assembly.
❑Not Observable
❑Not Applicable
402.4.1 2 ach in mate Zones Blower door test @
0 Pa. <=5 ACH 50 = ACH 50 – ��IElDompNot Requirement will be met.
1- and
<=3 ach in Climate Zones 3-8.
:[:]Not Observable
❑Not Applicable
403.3.3 Ducts are pressure tested to cfm/100 _ cfm p
-Requirement
-stet t /100 ❑Cotta lies Re uirement will
p I be met.
[F12711 determine air leakage with ft2 ft2 ❑Does Not
;either: Rough-in test:Total ❑Not Observable
leakage measured with a
pressure differential of 0.1 inch ❑Not Applicable
w.g.across the system including
Ithe manufacturer's air handler
I enclosure if installed at time of
:test. Postconstruction test:Total
leakage measured with a
pressure differential of 0.1 inch
w.g.across the entire system
including the manufacturer's air
handler enclosure.
403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met.
[F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in ❑Not Observable
tests, verification may need to ❑Not Applicable
occur during Framing inspection.
403.3.2.1 Ai manufacturer leakage
at designated
of ❑❑Do SpNot.. Re uirement will
..._
-...�_.. q � ill be met.
1
design air flow.
❑Not Observable
❑Not Applicable
09]2.1 ...installed able thermostats
of s .. ❑Dos Not... q will
be met.
....�
m,,, . -•
p Requirement will
primary
heating and cooling systems and ❑Not Observable
initially set by manufacturer to
code specifications. ❑Not A licable
_rh......,� ..._ .... PP
403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met.
[FI10]2 on heat pumps. ❑Does Not
❑Not Observable
❑Not Applicable
_lCom[O3 ]21 Circulmating service hot s have a tomatic o ro ❑Do es Requirement will be mem __........
t.
syste
accessible manual controls. ❑Not Observable
❑Not Applicable
1 Hs�hlm � 2 act(Tier 1) Impact(Tier 2) „
�... �Medium m. _ Low Impart(Ties 3)
Project Title: Gardner Residence Report date: 08/01/23
Data filename: Page 7 of 9
Section p Value Value µµ mm
Plans Verified Field Verified
# LFinal Inspection Provisions Complies? Coo
Comments/Assumptions
& Re .ID _ ......
403.6.1 All mechanical ventilation system ❑Complies Requirement will be met.
[FI25]2 fans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy
and airflow limits per Table ❑Not Observable
R403.6.1. ❑Not Applicable
03,2 Hot water boiler two-pipe heheat ating ®_. - ❑Com lies Requirement will be meta
thr
ugh
Not
systems have outdoor setback ;
control to lower boiler water ❑Not Observable
temperature based on outdoor ❑Not Applicable
_ temperature _
4 03.5.1.1 have a circulation atter circulation
pump.The }❑Complies Requirement.... _.ill m ....�._.
rrculation systems ❑Co will be met.
es Not
system return pipe is a dedicated
return pipe or a cold water supply q❑Not Observable
pipe, Gravity and thermos ❑Not Applicable
,syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
for hot water demand within the
occupancy. Controls
automatically turn off the pump
j when water is in circulation loop
is at set-point temperature acrd
no demand for hot water exists.
402.95]21.2 comply with IEEE systems
1 m UL _. �;❑Does res Requirement will be met.
� .
y pl'
[FI Not
515. Controls automatically
adjust the energy input to the r❑Not Observable
heat tracing to maintain the ❑Not Applicable
desired water temperature in the
piping.
403.5.2 Demand recirculation water ❑Complies Requirement will be met.
[F130]2 systems have controls that ❑Does Not
manage operation of the pump
and limit the temperature of the UNot Observable
water entering the cold water ❑Not Applicable
piping to <= 1049F.
403.5.4 Drain water heat recovery units []Complies Requirement will be met.
[FI31]2 `tested in accordance with CSA ;❑Does Not
855.1. Potable water-side
,pressure loss of drain water heat I❑Not Observable
recovery units < 3 psi for ❑Not Applicable
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water
heat recovery units < 2 psi for
individual units connected to
three or more showers.
[ 6
04]1 90% or more of have high efficacy permanent
lamps _ .. ❑❑CoNot mplies Requirement will be met.
❑Not Observable
�~ ❑Not Applicable
[Fl 023]31._. Fuel gas no Contin lightuousing
pilot I ghts have ❑Coes ElCompNot m lies
Requirement will be met.
1_1 ❑Not Observable
_ __❑Not Applicable pplicable
401.3 Compliance certificate posted. llomplies
Requirement will be....—met,
[F17]
.....
ss Not
❑Not Observable
❑Not Applicable
p L .... .......
3 ,Low
Impact�(T
ier 3)Hgh Impact(Tier 1) 2 Me..dium Impact-(Tier 2)
-_
Project Title: Gardner Residence Report date: 08/01/23
Data filename: Page 8 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Re .ID
303.3 Manufacturer manuals for E❑Complies _ Requirement
will be met.
[F[18]3 mechanical and water heating ❑Does Not
systems have been provided. 1❑Not Observable
ENot Applicable
Additional Comments/Assumptions:
9 Pct..., r 1..„.....•.� ........ �. _er
1 High Impact(Tie ) 2J p Low Impact(Tier 3)
2 Medium Im act(Tier 2) 3 ...
............... .....WW.......
_
Project Title: Gardner Residence Report date: 08/01/23
Data filename: Page 9 of 9
C2018 IECC Energy
�J( Effidency Certificate
EMIN IM,
Above-Grade Wall 20.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Window 0.28 0.28
Door 0.28 0.28
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
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NOTES: NOTE: NOTE:
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4"PLYWOOD SUBFLOOR OVER 2"x8"FLOOR JOIST @16"O.C.w/ ROCKWOOL COMFORT BATT R-30 INSULATION CONSTRUCTION MANUAL,AND THE 2014 NFPA
NN D6 STANDARD 70, STANDARD 70, ENERGY CODE
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GRADE BOTH SIDES OF EXIST. FLOOR WALL STUDS OVER BOX BEAM&SILL PLATE,TO BE 08/01 /23
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BUILDING PLAN REVIEW NOTES: EXCAVATION NOTES: INSULATION NOTES: MEP COMPLIANCE STATEMENT: ROOFING/SIDING NOTES: FINISHING NOTES:
SYMBOL DESCRIPTION
TOWN BUILDING PLANS EXAMINER SHALL REVIEW THE WALL MOUNTED 1. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO 1. INSULATION IN EXTERIOR WALLS AND CEILING OF ALL HEATED SPACES TO BE THE EXISTING HEATING,ELECTRICAL AND PLUMBING SYSTEMS ARE CAPABLE OF HANDLING 1. ROOF COVERING MATERIALS ARE TO COMPLY WITH SECTIONS R902,R904 AND 1. ALL WALLS AND CEILINGS TO BE 1"GYPSUM WALL BOARD TAPED AND SPACKLED 3
LIGHT FIXTURE 2
ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE PLANS SPECIFIED LEVELS. FIBERGLASS BATS WITH A CONTINUOUS VAPOR BARRIER FACING THE HEATED SPACE. THE IMPOSED LOADS OF THE PROPOSED ALTERATION. R905 AND ARE TO IDENTIFIED IN ACCORDANCE WITH R904.4. ROOF DRAINS ARE TO COATS MINIMUM.USE MOISTURE RESISTANT WALL BOARD ON AREA SUBJECT TO
CEILING MOUNTED ( ) MOISTURE.
SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN � LIGHT FIXTURE PACK ALL SPACES AROUND THE OPENINGS.8302.10.1 IF IT IS DETERMINED THAT ANY OF THESE EXISTING SYSTEMS ARE NOT CAPABLE,THEN IT WILL BE INSTALLED IN ACCORDANCE WITH R 903.4.DRAWINGS AND DETAILS ARE TO BE
BUILDING AND OR RESIDENTIAL CODE OF THE STATE Or 6 DUPLEX RECEPTACLE 2. ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL GOOD MATERIAL NEEDED BE UPGRADED TO MEET COMPLIANCE SUBMITTED.
NEW YORK.THIS REVIEW DOES NOT GUARANTEE OUTLET FOR BACK FILL TO BE STOCK PILED SEPARATELY.EXCESS AND UNACCEPTABLE 2. INSULATION IN VAULTED CEILINGS TO BE INSTALLED AS TO MAINTAIN THE FREE 2. ALL CERAMIC TILE TO BE BACKED BY CEMENTITUOUS BACKER BOARD.
COMPLIANCE WITH THAT CODE. TO SEAL AND SIGNATURE Q SINGLE POLE MATERIAL TO BE LEGALLY REMOVED FROM THE SITE- PASSAGE OF AIR BETWEEN THE EXTERIOR FACE OF INSULATION AND THE INTERIOR 2. UNDERLAYMENT FOR ASPHALT SHINGLES,CLAY&CONCRETE TILE,METAL
w swlrCH MECHANICAL NOTES:
FACE OF THE ROOF SHEATHING. ROOFING SHINGLES LA E
OF THE DESIGN PROFESSIONAL HAS BEEN INTERUPTED AS GROUND FAULTCIRCUIT S ,S T &SLATE TYPE SHINGLES,WOOD SHINGLES,WOOD 3. ALL GLAZING TO BE SIZED,CONSTRUCTED,TREATED OR COMBINED WITH OTHER
AN ATTESTATION THAT, FO THE BEST OF THE LICENSEE'S ' NTERRUPTRECEPTACLE 3. ALL BACK FILL TO BE PLACED IN 12"LIFTS AND COMPACTED LAYER BY LAYER TO 95 SHAKES&METAL ROOFING PANELS TO COMPLY WITH SECTION R905.1.1-SELF MATERIALS TO MINIMIZE INJURIES IN THE EVENT OF BREAKAGE. R308
BELIEF AND INFORMATION,THE WORK IN THE DOCUMENT 3-WAY SWITCH PERCENT PROCTER DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY 3. ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND CEILINGS AROUND 1• HEATING SYSTEMS TO MAINTAIN 68°F INTERIOR @ 0°F EXTERIOR TEMPERATURE WITH STEEL STRIPS AND FASTENERS ARE TO COMPLY WITH R905.2 AND R905.2.5 ( )
ROCKER ON/OFF ASTM D 1557. ALL BATHROOMS,BEDROOMS AND MECHANICAL ROOMS. A 15 MPH WIND VELOCITY. DETAILS OF ASPHALT SHINGLE ROOFING INSTALLATIONS ARE TO BE SUBMITTED.
IS: 4. ALL CLOSETS TO RECEIVE VINYL COVERING AND HANG RODS UNLESS
t_ NEW WALL 2ALL KITCHEN AND BATHROOM VENTS TO COMPLY WITH STATE CODESFOR ROOF SLOPES OF 4,DOUBLE UNDERLAYMENT IS REQUIRED IN ACCORDANCE OTHERWISE NOTED.
. .
• ACCURATE, EXISTING WALLS REMOVE o 4. BACKFILL AS PER CODE R404.1.7 4. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS WITH TABLE R905.1.1(2).THE REQUIRED UNDERLAYMENT IS TO CONFORM WITH
• CONFORMS WITH GOVERNING CODES APPLICABLE AT PATCH 8 REPAIR
LINE OF FLOOR 3. ALL FIRE BOXES SHALL BE LINED WITH FIRE BRICK AS PER ASTM C106 PROVIDE ASTM D226,TYPE ONE OR ASTM D4869,TYPE ONE IN ACCORDANCE WITH R905.1.1. 5. ALL BATHROOMS TO HAVE CERAMIC TILE FLOORS WITH A 4"CERAMIC TILE COVER
THE TIME OF SUBMISSION, -- 5. ALL FLASHING AS PER R703.4 AND R903.2 BASE.PROVIDE A MARBLE SADDLE AT DOORWAY THRESHOLD.
CONFORMS WITH REASONABLE STANDARDS OF ABOVE OR BELOW ROUGH CARPENTRY NOTES: EXTERIOR COMBUSTION AIR AS PER ENERGY CODE. 3. AN ICE BARRIER SHALL BE INSTALLED THAT IS WITHIN COMPLIANCE OF R905.1.2
SMOKEICARBON
PRACTICE AND WITH VIEW TO THE SAFEGUARDING SDe/O MONOXIDE,& 6. ALL ROOF ASSEMBLIES TO COMPLY WITH R902,R903 AND R904. OF THE 2020 IRC OF NYS.THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN 6. ALL HANDRAILS TO CONFORM WITH CODE R311.7.8
OF LIFE,HEALTH AND PUBLIC WELFARE, • HEAT DETECTOR 1. ALL LUMBER SHALL BE DOUGLAS FIR#1 OR BETTER,WITH AN EXTREME FIBER 4. FLUE LINING TO BE TERRACOTTA FOR FULL HEIGHT EXTENDING TRUE CHIMNEY CAP. TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A SELF-ADHERING
• IS THE RESPONSIBILITY OF THE LICENSEE. "O STRESS(Fb)OF 850 PSI MINIMUM. 7• ROOFING NAILS AS PER R905.2.5 AND ASTM F1667 12 GAUGE SHANK WITH 2'0 HEAD 6 ALTERNATE:PREFABRICATED INSULATED METAL CHIMNEY INSTALLED AS PER POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL co�
FASTENERS PER SHINGLE MANUFACTURER SPECIFICATIONS. UNDERLAYMENT&EXTEND FROM THE LOWEST EDGES OF AILL ROOF SURFACES NAILING SCHEDULE(WFCM 2018)-COMMON NAILS:
2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TO A POINT NOT LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE WFCM TABLES 3.1,3AA,3.5,3.6,3.9A,3.10,3.11
TREATED UNLESS OTHERWISE NOTED.(8317) 5. ALL MECHANICAL WORK TO CONFORM TO NYS RESIDENTIAL CODE CHAPTERS 12
8. R-VALUES ARE DISPLAYED IN SECTIONS(SEE PLAN FOR SPECIFIC VALUES) BUILDING.IN THE CASE OF A ROOF WHOSE SLOPE IS 8/12 OR GREATER,THE ICE
GENERAL NOTES: THROUGH 23.
3. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVEL AND TRUE g BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES MEASURED ALONG EAGLE DESIGN ASSOCIATES
1. IT IS THE INTENTION OF THESE DOCUMENTS TO PROVIDE FOR THE CONSTRUCTION BRACED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE;TO ENSURE MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN WINTER SIDE THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING.IN INSULATION IN ALL WALLS,FLOORS,ROOFS AND CEILING IN ACCORDANCE WITH ENERGY COMPLIANCE NOTES: NUMBER OF NUMBER OF BOX NAIL SPACING 924 NEWBRIDGE ROAD NORTH BELLMORE, NY 11710
OF A RESIDENCE OR RESIDENTIAL ADDITION INCLUDING EVERY ITEM REQUIRED TO EVEN SETTLEMENT AND SHRINKAGE THROUGHOUT. SECTION TION. 4. FLASHING MATERIALS ARE TO BE CORROSION RESISTENT AND INSTALLED IN JOINT DESCRIPTION COMMON NAILS NAILS
COMPLETE THE WORK.ALL DISCREPANCIES TO BE REPORTED TO THE ARCHITECT.
" 1. EQUIPMENT SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENTS OF TABLES ACCORDANCE WITH R703.4,R903.2 AND R905.2.8. ROOF FRAMING PHONE#(516)731-5506 FAX#(516)826-6368
4. ANCHOR BOLTS TO BE a0x12"LONG WITH 3"HOOK AND 3"x3"WASHER SPACE 39" 10. INSULATION MATERIAL IS TO COMPLY WITH SECTION 8302.10.1 AND IS TO HAVE A C403.2.3(1),C403.2.3(2),403.2.3(3),403.2 3(4),403.2.3(5),403.2.3(6),403.2.3(7),403.2.3(8)& EAGLEDESIGNARCHITECTS@GMAIL.COM
2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST RULES AND REGULATIONS OF O.C. MAXIMUM FOR 6'-0"END ZONES,AND 45"OC FOR INTERIOR ZONES.PROVIDE FLAME SPREAD INDEX NOT TO EXCEED 25 WITH A SMOKE DEVELOPED INDEX NOT TO 403.2.3(9)WHEN TESTED AND RATED IN ACCORDANCE W/THE APPLICABLE TEST 5. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION ARE TO RAFTER TO TOP PLATE(TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER
THE NEW YORK STATE BUILDING CODE AND ALL OTHER AGENCIES HAVING TWO BOLTS AT EACH CORNER SPACED V-0"APART WITHIN 6"&12"OF CORNER& EXCEED 450.TESTING METHODS MUST COMPLY WITH ASTM E84 STANDARD.ALL PROCEDURE. COMPLY WITH R703.2.
JURISDICTION OVER THE WORK.IT SHALL NOT 13E CONSTRUED TO MEAN THAT ANY PLATE ENDS WITH MINIMUM OF 7"EMBEDMENT IN POURED CONCRETE&15"IN EXPOSED INSULATION ON ATTIC FLOORS ARE TO HAVE MINIMUM CRITICAL RADIANT CEILING JOIST TO TOP PLATE SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST
MORE STRINGENT REQUIREMENTS AS SET FORTH BY THESE DOCUMENTS MAY BE MASONRY BLOCK,FILL TOP TWO COURSES SOLID IN ACCORDANCE WITH WOOD (TOE-NAILED)
FLUX OF.12 WATTS PER CENTIMETER SQUARED.TESTING TO BE CARRYED OUT AS 2. ALL CONSTRUCTION SHALL COMPLY w/THE 2020 INTERNATIONAL ENERGY 6. WEATHER RESISTANT SIDING THICKNESS AND ATTACHMENT SHALL BE IN
MODIFIED. FRAME CONSTRUCTION MANUAL 3.2.1.7 TABLE 3.2,3.2A,3.2B,3.3,&3.3A PER ASTM E970 STANDARD.EXTERIOR INSULATED FINISH SYSTEM TO COMPLY WITH CONSERVATION CONSTRUCTION CODE.THE AUTHORITY HAVING JURISDICTION SHALL ACCORDANCE WITH TABLE 703.3(1),THE REQUIREMENTS OF 703.3 AND THE CEILING JOIST TO TOP PLATE SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING
8703.9. BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE MANUFACTURES SPECIFICATIONS.CLADDING ATTACHMENT OVER FOAM (TOE-NAILED) UNDER THE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER
3. ALL MATERIALS AND CONSTRUCTION SHALL BE NEW IN STRICT COMPLIANCE WITH 5. ALL NAILS,BOLTS.JOIST HANGERS AND FRAMING CONNECTORS TO BE HOT DIPPED ENERGY EFFICIENCY RECD BY THIS CODE. SHEATHING TO COMPLY WITH THE LIMITATIONS OF R703.15&R703.17. THESE PLANS IN ANY WAY. BY ACCEPTANCE AND USE OF THESE
THE LATEST STANDARDS OF THE VARIOUS TRADE ORGANIZATIONS(ACI,AISC, GALVANIZED.ALL FLUSH CONNECTIONS TO BE SIMPSON STRONG TIE. CEILING JOIST LAPS OVER PARTITIONS SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP PLANS THE OWNER/CONTRACTOR/AGENT AGREES TO LIMIT THE
ETC...). 6. ALL JOISTS,HEADERS,BEAMS AND RAFTERS TO HAVE 2"MINIMUM BEARING AT EACH PLUMBING NOTES: 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON NYS RESIDENTIAL CODE NOTES: (FACE-NAILED) LIABILITY OF EAGLE DESIGN ASSOCIATES AND EMPLOYEES DUE TO
A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY NEGLECT OR ACTS OF ERROR SUCH THAT THE TOTAL AGGREGATE
4. ALL MATERIALS TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. END. 1. ALL PIPING,JOINTS,SUPPORTS AND CLEAN OUTS TO CONFORM TO LOCAL CODE w/IRC N1101.14(R401.3) - ALL CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE WITH THE COLLAR TIE TO RAFTER(FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE LIABILITY OF EAGLE DESIGN ASSOCIATES AND THE EMPLOYEES
REQUIREMENTS. EXTANT ADDITION OF THE AMERICAN FOREST AND PAPER ASSOCIATION BLOCKING TO RAFTER(TOENAILED) 2-8d 2-10d EACH END SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON
5. ALL WORK SHALL BE COORDINATED WITH ALL TRADES TO AVOID CONFLICTS. 7. FLOOR JOISTS SHALL BE BRIDGED AT 8"O.C. 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A
2. ALL PLUMBING FIXTURES TO BE VENTED AND TRAPPED. (AF&PA)WOOD FRAME CONSTRUCTION MANUAL(WFCM)2018 FOR ONE RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END THIS PROJECT.
6. ALL CONTRACTORS TO MAINTAIN WORKMAN'S COMPENSATION AND DISABILITY 8. ALL STRUCTURAL LUMBER SHALL BE KEPT 2"CLEAR OF CHIMNEYS AND FIRE BOXES. LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. AND TWO FAMILY DWELLINGS,HIGH WIND ADDITION.
INSURANCE IN AMOUNTS REQUIRED BY LAW. 3. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. ( WALL FRAMING
5. INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE DESIGN CRITERIA-CLIMATIC AND GEOGRAPHIC 8301
9. HEADERS,TRIMMERS AND JOISTS UNDER PARTITIONS TO BE DOUBLED.BLOCK INSTALLED IN ACCORDANCE w/THE CRITERIA LISTED IN TABLE 402.4.1.1'WHERE REQ'D -GROUND SNOW LOAD..................................... 20 PSF TOP PLATE TO TOP PLATE 2-16d 2-16d PER FOOT
-
7. ALL CONTRACTORS SHALL BE HELD TO HAVE VISITED THE JOB SITE TO BECOME BETWEEN JOISTS UNDER PARTITIONS.STUD WALLS TO BE BLOCKED SOLID AT 4. INSULATE ALL SUPPLY LINES. BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS& (FACE-NAILED)
WIND SPEED........................................................130 MPH
FAMILIAR WITH THE DIFFICULTIES OF A PROJECT. MIDPOINT. VERIFY COMPLIANCE.
-WIND ZONE....................................................................1
5. PROVIDE TWO FROST FREE HOSE BIBS MINIMUM. � � � TOP PLATES AT INTERSECTIONS 4-16d 5-16d JOINTS-
8. ALL CONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS,SOIL TEST REPORTS, 10. PROVIDE HEADERS OVER ALL OPENINGS EQUAL TO FULL WIDTH OF FRAMING.ALL -WIND EXPOSURE CATEGORY............................................B (FACE-NAILED) EACH SIDE
Q�.
ETC.REQUIRED TO COMPLETE THE WORK. WALL OPENINGS SHALL HAVE DOUBLE STUD JAMS.MINIMUM HEADER SIZE TO BE(2) 6. ALL FIXTURES TO BE KOHLER,AMERICAN STANDARD,OR APPROVED EQUAL. 6. TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERFIRED HAVING -SEISMIC DESIGN CATEGORY...........................................B
LESS THAN OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A.TESTING SHALL BE CONDUCTED BY WEATHERING.......................................................SE.VERE STUD TO STUD FACE-NAILED
2"x6"FOR OPENINGS UP TO T-0"WIDE AND/OR(2)2"x8"FOR OPENINGS UP TO 5'-0" FURNISHED AND INSTALLED BY CONTRACTOR. ( ) 2-16d 2-16d 24"O.C.
9. ALL CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS WIDE UNLESS OTHERWISE NOTED. AN APPROVED THIRD PARTY. -FROST LINE DEPTHT' 0"................................................ HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.C.
ui
EFFECTING THE WORK,INCLUDING DIMENSIONS TO INSURE PROPER STRENGTH,FIT 7. PLUMBING CONTRACTOR TO SUPPLY AND INSTALL 40 GALLON PER HOUR HOT WATER -TERMITE.............................................MODERATE/HEAVY
Co
AND LOCATION OF THE WORK IF A CONDITION EXISTS WHICH DISAGREES WITH 11. ALL EXTERIOR WALL CORNERS TO HAVE FOUR STUDS MINIMUM NAILED WITH 16d @ HEATER. 7. DUCTS-SUPPLY&RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF DECAY...............................................SLIGHT/MODERATE TOP OR BOTTOM PLATE TO STUD SEE TABLE 3.5A SEE TABLE 3.5A PER STUD
R-8 @ 3"OR GREATER IN DIAMETER,AND R-6 @ DUCTS LESS THAN 3"IN DIAMETER. WINTER DESIGN TEMPERATURE.....................................11°IF END-NAILED Lo
THCSE SHOWN ON THE DOCUMENTS.THE CONTRACTOR SHALL NOTIFY THE 12"O.C. - ( ) :2A .
ARCHITECT.SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE HE 8. ALL PLUMBING WORK TO CONFORM TO NYS RESIDENTIAL CODE CHAPTERS 25 -ICE SHIELD UNDERLAYMENT...............................REQUIRED `v
8. DUCT SEALING-DUCTS,AIR HANDLERS&FILTER BOXES SHALL BE SEALED. FLOOD HAZARD....................AS PER FEMA&NFIP MAPS T
SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 12. ALL TOP PLATES TO BE DOUBLED WITH A 48"MINIMUM LAP SPLICE BUT JOINTS TO THROUGH 33. - BOTTOM PLATE TO FLOOR JOIST, 2-16d 2-16d PER FOOT V�
OCCUR OVER A STUD NAIL WITH 16d @ 12"O.C.(WFCM TABLE 3.20) -SITE CLASSIFICATIONS.....................................................D BANDJOIST,ENDJOIST OR BLOCKING
9. DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE Al R LEAKAGE BY
10. ALL CONTRACTORS SHALL VERIFY LOCATIONS OF EXISTING UNDERGROUND AN APPROVED THIRD PARTY. (FACE-NAILED) cj� �
UTILITIES. 13. PROVIDE 4"CLEARANCE FROM TOP OF ALL INTERIOR NONBEARING PARTITIONS TO ELECTRICAL NOTES: - DESIGN CRITERIA-DESIGN LOADS ARE IN COMPLIANCE WITH SECTIONS
co
UNDERSIDE OF FRAMING. R301.4&R301.5,R301.6 FLOOR FRAMING � T
11. CONTRACTORS SHALL PROVIDE ALL NECESSARY SUPPORT,BRACING,SHORING, 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRIC 10. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. -ROOF LOADS:ALLOWABLE DEFLECTIONS COMPLY WITH SECTION V J
ETC.TEMPORARY OR PERMANENT,AS REQUIRED TO SAFELY CONSTRUCT THE 14. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS CODE,LOCAL MUNICIPALITIES,NEPA 70-2014 AND STATE AUTHORITIES HAVING R301.6 JOIST TO SILL,TOP PLATE OR GIRDER 4-8d 4-1 Od PER JOIST
PROJECT. FOR TYPES AND SPECIES AS IDENTIFIED BY APPROVAL AGENCIES STAMP. JURISDICTION.CONTRACTORS SHALL PAY FOR AND OBTAIN AN UNDERWRITERS 11. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105°F OR<55°F SHALL -SNOW LOAD...............................................20 PSF-TABLE R301.2(6) (TOE-NAILED) co
CERTIFICATE. BE INSULATED WITH R-3 MINIMUM. RESIDENTIAL CODE OF N.Y.S.(PAGE 38 T_ 1
) BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH ENDI 0 '^
12. ALL CONTRACTORS SHALL EXERCISE GOOD JUDGMENT TO MINIMIZE DAMAGE TO -DEAD LOAD...................................................15 PSF r_
15. ALL SHEATHING SHALL BE 2"DOUGLAS FIR EXTERIOR GRADE PLYWOOD NAILED AS 2. CONTRACTOR TO VERIFY ADEQUACY OF EXISTING SERVICE AT EXISTING PANEL BASE 12. MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRC/IMC
EXISTING CONDITIONS(INCLUDING LAWNS AND SHRUBS).ALL DAMAGED AREAS TO -ATTIC LOADS: BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END
BE RESTORED TO ORIGINAL CONDITIONS. PER NAILING SCHEDULE PROVIDE TO INTERIOR INTERMEDIATE BLOCKING POINTS. -NON STORAGE T_
BID ON 200 AMP SERVICE FOR NEW WORK. -STORAGE ATTIC..........................................20 PSF \ � L
13. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER TO DESIGN, TABLE 4-1 ASCE
COVER SHEATHING WITH AIR INFILTRATION BARRIER PROPERLY TAPED AND 13. EQUIPMENT SIZING-PER ACCA MANUAL S,BASED ON LOADS CALCULATED PER ACCA ATTIC
................... BLOCKING TO SILL OR TOP PLATE 3-16d 4-16d EACH BLOCK /r
.
SEALED. 3. ALL WIRING TO BE COLOR CODED 14 AWG COPPER. MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. "(PAG.'.'. ."E 13).10 PSF (TOE-NAILED)
PROVIDE AND INSTALL ALL MECHANICAL,ELECTRICAL AND PLUMBING WORK.ALL -FLOOR LOADS: TABLE 4-1 ASCE(PAGE 13) LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d 4-16d EACH JOIST
16. PROVIDE COLLAR BEAMS AT ROOF RAFTERS AT 48"O.C. 4. CONVENIENT OUTLETS TO BE 18"ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 14. LIGHTING-A MIN. LAMPS.SOF PERMANENTLY INSTALLED FIXTURES MUST HAVE � (P
J
SITE WORK,ALL MATERIALS AND ALL FINISHES WHICH ARE NOT OTHERWISE HIGH-EFFICIENCY LA -LIVE LOAD..................................................40 PSF wed
INDICATED ON THE DOCUMENT AND/OR REQUIRED BY APPLICABLE CODES OR -DEAD LOAD................................................10 PSF JOIST ON LEDGER TO BEAM 3-8d 3-1Od PER JOIST
17. STRUCTURAL ENGINEERED LUMBER TO BE AS MANUFACTURED BY TRUSS JOIST 5, PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OUTLETS AS PER CODE. TABLE 4-1 ASCE PAGE 13 (TOE-NAILED
OWNER REQUIREMENTS. MACMILLAN OR APPROVED EQUAL. 15. ALL HVAC,PLUMBING&ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ( ) ) Q
WALL LOADS: BAND JOIST TO JOIST END-NAILED
Z 0
14. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER THE INSUANCE 6. ELECTRICAL CONTRACTOR TO PROVIDE HOOK UPS FOR HEATING AND AIR ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY -DEAD LOAD................................................15 PSF ( ) 3-16d 4-16d PER JOIST
18. PROVIDE FIRE BLOCKING AS PER R602.8&502.13 IN ACCORDANCE WITH SECTION CONDITIONING SYSTEMS. CONSERVATION CODE.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL -WIND LOADS:
DATE OF A CERTIFICATE OF OCCUPANCY. BAND JOIST TO SILL OR TOP PLATE 2-16d 3-16d PER FOOT O
8302.11 (FIREBLOCKING),DRAFT STOPPING AS PER 502.12 IN ACCORDANCE 8302.12 CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS, -FROM FIGURE 6-1c ASCE(PAGE 40) (TOE-NAILED)
(DRAFTSTOPPING) 7. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. WRITTEN STATEMENTS OF THE MECHANICAL,AIR CONDITIONING,VENTILATION,
15. OWNER TO SELECT FINISH MATERIALS;KITCHEN AND BATHROOM FIXTURES.TYPE -FROM FIGURE R301.2(5)A RESIDENTIAL CODE OF N.Y.S.(PAGE 36) . �- w
AND LOCATION OF LIGHTING FIXTURES SWITCHED AND TELEPHONES JACKS. HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL -UPLIFT:................................................. . ....WIND EXPOSURE"B" ROOF SHEATHING /'
fn r
19. WINDOW INSTALLATION AS PER R609.5 AND R609.6. 8. ALL OUTLETS,SWITCHED,ETC...TO BE AS MANUFACTURED BY LUTRON DESIGNER ENGINEER IF REQ'D BY THE OWNER OR BUILDING DEPT. CATEGORY V♦1
SERIES SKYLARK DECORA OR APPROVED EQUAL. WOOD STRUCTURAL PANELS 8d 10d TABLE 3.10
16. THE OWNER IS RESPONSIBLE OF OBTAINING THE FINAL SURVEY AND ALL COSTS -FROM AF&PA WOOD FRAME CONSTRUCTION MANUAL
20. ALL WOOD SILLS,BLOCKING,NAILERS,ETC...IN CONTACT WITH MASONRY, 16. ADDITIONS,ALTERATIONS OR RENOVATION SHALL COMPLY w/IECC 2020.UNALTERED DIAGONAL BOARD SHEATHING ��
FOR BUILDING DEPARTMENT REQUIREMENTS. -SEISMIC LOAD:
CONCRETE OR SOIL TO BE AC (TREATED).Q( ) 9. PROVIDE 2 EXTERIOR WATER PROOF OUTLETS ON NEW WORK. PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRE TO COMPLY w!THIS CODE. -FROM FIGURE 8301.2(2)RESIDENTIAL CODE OF N.Y.S.(PAGE 33) 1"x6"OR 1"x8" 2-8d 2-10d PER SUPPORT (� (�
17. THE ARCHITECT ASSUMES NO RESPONSIBILITY'FOR CONSTRUCTION MEANS, 21 ALL SUB-FLOORS TO BE 14-'PLYWOOD NAILED WITH 8d MINIMUM AS PER NAILING 10. PROVIDE SINGLE STATION ALARM DETECTION DEVICE INSTALLED IN CONFORMANCE 17. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH 1"x10"OR WIDER 3-8d 3-1Od PER SUPPORT ® �/ / oo
METHODS,TECHNIQUE,SEQUENCES,PROCEDURES OR SAFETY PRECAUTIONS AND - ALLOWABLE DEFLECTIONS (TABLE 8301.7)
SCHEDULE. WITH SECTION R314 AND AJ102.3 ON OR NEAR THE CEILING ADJACENT TO ALL SEPARATE HEATING&COOLING SYSTEM IN ACCORDANCE w/SECTION N1103 CONTROL Lu
PROGRAMS IN CONNECTION WITH THE WORK. -RAFTERS WITH SLOPES GREATER THAN 12...L/180 CEILING SHEATHING z U) 01)
SLEEPING SPACES ON EACH FLOOR LEVEL.UNIT TO DETECT FIRE,SMOKE AND SYSTEMS. NO FINISHED CEILINGS 1__�
22. FOR HEADERS OVER 5'-0"LONG USE DOUBLE JACK STUDS. CARBON MONOXIDE.ALL DETECTORS TO BE INTERCONNECTED. GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10" �'
18. THE ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR -INTERIOR WALLS AND PARTITIONS..................H/180
18. ALL EXTERIOR WALUFLOOR/CEILING JOIST SHALL BE AIR SEALED&INSULATED IN FIELD ..
INSPECTIONS. ACCORDANCE w/TABLE R402.4.1.1 APPLY A FRESH BEAD OF CAULK TO THE TOP& -FLOORS AND PLASTERED CEILINGS.............-..U360 ^ I0�
23. MANUFACTURED BY TJI CORP.OR APPROVED EQUAL. 11. ALL ELECTRICAL WORK TO CONFORM TO NYS RESIDENTIAL CODE CHAPTERS 34 -ALL OTHER STRUCTURAL MEMBERS...............U240 WALL SHEATHING ` V w19. DO NOT SCALE THESE DRAWINGS.UTILIZE DIMENSIONS ONLY. USE FIELD THROUGH 43. BOTTOM PLATE IMMEDIATLY PRIOR TO INSTALLING INTERIOR GYP.WALL BOARD. -EXTERIOR WALLS WITH PLASTER OR STUCCO
DIMENSIONS IN COORDINATION WITH PLANNED DIMENSIONS. 24. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE WITH WOOD STRUCTURAL PANELS 8d 10d TABLE 3 11
R502.1.1 MATERIAL FOR LOAD BEARING STUDS,PLATES AND HEADERS ARE TO FINISH.........................................................................H/360
IDENTIFIED IN ACCORDANCE WITH R602.1.1 WINDOW AND DOOR NOTES: -EXTERIOR WALL-BRITTLE FINISHES...............U240 STRUCTURAL FIBERBOARD PANELS
SITE NOTES: -EXTERIOR WALL-FLEXIBLE FINISHES...........-U120
1. ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH INSULATED 1" 11 GA.GALV.ROOF
25. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR NOTCHED IN - - 3"EDGE/6" 06 0.000 4-19
GLASS,SCREENS AND LOCKS AS MANUFACTURED BY ANDERSON OR APPROVED - WINDOW OPENING PROTECTION 2 NAIL(0.120"x12"LONG
1. PITCH GRADE AWAY FROM THE BUILDING(840'1.3). ACCESS OF THE LIMITATIONS SPECIFIED IN FIGURE 8502.8.CUTS,NOTCHES AND FIELD ■ 3:
HOLES BORED IN ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE -REMOVABLE SHUTTERS R301.2.1.2 ) uj �E .
EQUAL SIZES AND TYPES AS INDICATED ON PLANS UNLESS OTHERWISE NOTED. ( ) x16"HEAD
2. STORM WATER TO BE DISPOSED OF IN ACCORDANCE WITH LOCAL CODE EFFECTS OF SUCH PENETRATION ARE SPECIFICALLY CONSIDERED IN THE DESIGN 16"PLYWOOD PRE-CUT TO COVER GLAZED0
!.-� I_.-
REQUIREMENTS. OF THE MEMBER,IN ACCORDANCE WITH R502.8.2.STUD DRILLING AND NOTCHING 2• ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY BENCHMARK, OPENINGS WITH ATTACHEMENT HARDWARE 25 11 GA.GALV.ROOF 3"EDGE/6" Z
ARE ALSO TO COMPLY WITH R602.6.(SEE DETAIL) STANLEY,OR APPROVED EQUAL.SIZES AND TYPES AS INDICATED ON PLANS.FULLY (22"#8 WOOD SCREWS @ 16'O.C. 32 NAIL(0.120"x14"LONG FIELD ® >
3. ALL TREES WITHIN 15'-0"OF PROPOSED CONSTRUCTION TO BE PROTECTED. WEATHER STRIPPED,LOCKS.UNLESS OTHERWISE NOTED. -EACH SHUTTER TO BE LABELED FOR THE x4"HEAD)
26. IN ACCORDANCE WITH SECTION R312.1,REQUIRED GUARDS FOR HANDRAILS ARE TO SPECIFIC WINDOW IT IS TO PROTECT
4. ALL LANDSCAPING DAMAGED BY THE CONSTRUCTION OPERATION TO BE REPLACED HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"O SPHERE. 3. ALL INTERIOR DOORS TO BE 14"THICK,HOLLOW CORE,FLUSH BIRCH,U.O.N.ALL DOOR GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10"
AS REQUIRED. JAMBS AND BUCKS TO BE CLEAR PINE. - DESIGN CRITERIA-UPLIFT-WOOD FRAME CONSTRUCTION MANUAL 3.2.2 FIELD
27. ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. -14"x 20"GUAGE STRAP HARDBOARD < ct m
5. ALL DAMA'jED CURBING,SIDEWALKS,ETC...TO BE REPLACED. -ROOF TO WALL CONNECTION-WFCM SECTION 3.2.2.1
28. PROVIDE 1 8d 8d TABLE 3.11
"O WOOD CLOTHES ROD IN ALL CLOSETS. GUARDS&WINDOW FALL PROTECTION: PARTICLEBOARD PANELS
a -WALL TO WALL CONNECTION-WFCM SECTION 3.2.2.2 8d 8d (SEE MRF)
CONCRETE NOTES: R312.1 GUARDS-GUARDS SHALL BE PROVIDED IN ACCORDANCE WSECTIONS R312,.1.1 -WALL TO FOUNDATION CONNECTION-WFCM SECTION 3.2.2.3 DIAGONAL BOARD SHEATHING Z
29. STAIR TREAD SHALL BE 14"THICK CLEAR OAK,UNLESS OTHERWISE NOTED. THROUGH R312.1.4. -RAFTER TO RAFTER OVER RIDGE-WFCM SECTION 3.2.6 ct <
1. SOIL BEARING CAPACITY IS ASSUMED TO BE 3000 PSF(TABLE 8401.4.1)SHOULD
SECTION 3.2.1.7-WALL ASSEMBLY OR SILL PLATE TO FOUNDATION 1"x6"OR 1"x8" 2-8d i 2-1 Od PER SUPPORT POORER SOIL CONDITIONS BE ENCOUNTERED ACTUAL BEARING CAPACITY SHALL BE 130. CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY WITH R702.4,OTHER R312.1.1 WHERE REQUIRED-GUARDS REQUIRED ALONG OPEN-SIDED WALKING SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE 1"x10"OR WIDER /�
3-8d 3-10d PER SUPPORT V
(D <
DETERMINED AND FOOTINGS ARE TO BE REDESIGNED. FINISHES TO COMPLY WITH R702.5 AND R702.6. SURFACES,INCLUDING STAIRS,RAMPS&LANDINGS,THAT ARE LOCATED MORE THAN 30 FOUNDATION SYSTEM TO RESIST LATERAL&SHEER LOADS FROM WIND
INCHES VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT 36 INCHES IN ACCORDANCE w/THE REQUIREMENTS OF TABLE 3.2.PRESCRIPTIVE FLOOR SHEATHING
2. ALL CONCRETE WORK TO CONFORM TO LATEST ACI CODE. 31. ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.INSECT SCREENING IS NOT AN SOLUTIONS PROVIDED FOR SILL PLATE TO FOUNDATION IN TABLE 3.2A,& WOOD STRUCTURAL PANELS
THE ARCHITECT BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. FOR BOTTOM PLATE TO FOUNDATION TABLE 3.26.SILL PLATES OR WALL O
ACCEPTABLE GUARD. 1"OR LESS 8d 10d 6"EDGE/12"
BOTTOM PLATES TO BE ANCHORED TO THE FOUNDATION TO SYSTEM TO
3. ALL CONCRETE(TO INCLUDE GARAGE SLABS AND CONCRETE EXPOSED TO FIELD
WEATHERING)SHALL BE 3500 PSI AT 28 DAYS UNLESS OTHERWISE NOTED.ALL 8312.1.2 HEIGHT-REQUIRED GUARDS AS DESCRIBED ABOVE SHALL NOT BE LESS THAN RESIST SEISMIC SHEAR LOADS IN ACCORDANCE w/TABLE 3.3.SOLUTIONS co O
FINISH CARPENTRY NOTES: FOR SILL OR BOTTOM PLATE TO FOUNDATION TABLE 3.3A.A MIN.OF 1 0�
EXPOSED CONCRETE SHALL BE AIR ENTRAINED(TABLE R402.2). 36 INCHES IN HEIGHT MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE GREATER THAN V 10d 16d 6"EDGE/12" Lo
ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH
OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. FIELD
4. ADEQUATE PROTECTION TO BE MADE FOR CONCRETE AND MASONRY WORK II 1. HARD WOOD FLOORS TO BE 1"x 2"TONGUE&GROOVE OAK(B GRADE)INSTALLED END OF EACH PLATE.ANCHOR BOLTS TO BE EMBEDDED A MIN.OF 7 ■ , ^
OVER ROSEN PAPER.SANDED SMOOTH AND FINISH WITH 2 COATS OF EXCEPTIONS: INCHES IN CONC.FOUNDATIONS&SLABS ON GRADE,OR IN MASONRY DIAGONAL BOARD SHEATHING L /
AGAINST FREEZING.NO CONCRETE OR MASONRY SHALL BE PERFORMED IN
POLYURETHANE. BLOCK FOUNDATIONS WHEN RESISTING LATERAL&SHEER LOADS
TEMPERATURES BELOW 40°F.NO CONCRETE SHALL BE CAST ON FROZEN GROUND. I1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF 34 INCHES (FIGURE 3.2A-C)ANCHOR BOLTS LOCATED WITHIN 12 INCHES OF 1"x6"OR 1"x8" 2-8d 2-1Od PER SUPPORT
0. co
MEASURED VERTICALLY FROM A LINE CONNECTION THE LEADING EDGES OF THE ^'
2. STAIR TRENDS TO BE 14"THICK CLEAR OAK UNLESS OTHERWISE NOTED. CORNERS,AS SPECIFIED BY TABLE 3.2A-B OR TABLE 3.3A,NOT TO 1"x10"OR WIDER 3-8d 3-1Od PER SUPPORT ` V
5. ADDITIVES SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE TREADS. EXCEED 6 FEET O.C.SILL PLATES&BOTTOM PLATE TO FULLY BEAR ON
ARCHITECT. 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF THE
3. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED.EXTERIOR FOUNDATION SYSTEM.
STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE
0 -
TRIM TO BE CLEAR MATERIAL TO MATCH SIDING. SECTION 3.2.2.1-ROOF ASSEMBLY TO WALL ASSEMBLY
6. ALL FOOTING TO BE CAST CONCRETE AND REST ON VIRGIN SOIL 3'-0"MINIMUMTHAN 38 INCHES AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING RAFTER OR TRUSS TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN M
BELOW GRADE,STEP AS REQUIRED(R403.1.4). EDGES OF THE TREADS. 1
4. ALL EXTERIOR DOORS TO BE FULLY WEATHER STRIP. ACCORDANCE WITH THE REQUIREMENTS OF SECTION 3.2.2.'1. O
7. ALL FOOTING TO HAVE A PROJECTION AT EACH SIDE OF THE WALL ABOVE,PROVIDE R312.1.3 OPENING LIMITATIONS-REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT PERSPECTIVE SOLUTIONS USING UPLIFT STRAPS ARE PROVIDED IN
3#5 CONTINUOUS REBARS UNLESS OTHERWISE NOTED(8403.1.3.5).-PROJECTION 5. ALL INTERIOR DOORS TO BE 14"THICK RAISED PANEL UNLESS OTHERWISE NOTED. ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. TABLE A-3.4.WHERE RAFTERS OR TRUSSES ARE NOT ATTACHED
NOT TO EXCEED THE FOOTING THICKNESSALL JAMBS AND BUCKS TO BE CLEAR. DIRECTLY TO STUDS,RAFTERS OR TRUSSES SHALL BE ATTACHED TO 0. ---)
EXCEPTIONS: THE WALL TOP PLATE,WITH THE WALL TOP PLATE ATTACHED TO THE
8. PROVIDE 2"x4"MINIMUM KEY WAY BETWEEN FOOTING AND FOUNDATION WALL 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR,FORMED BY RISER, WALL STUD w/UPLIFT CONNECTIONS IN ACCORDANCE wrrABLE 3.4.ROOF
CONNECTION DETAILS: TO TOP PLATE CONNECTIONS SHALL BE ON THE SAME SIDE OF THE
(8403.1.1). TREAD&BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE OF A SPHERE 6 WALL AS TOP PLATE TO STUD CONNECTIONS UNLESS OTHER METHODS BUILDING IS OR BUILDING IS NOT WITHIN ONE MILE OF TIDAL WATERS
1. ALL FRAMING HARDWARE TO BE SIMPSON STRONG TIE OR APPROVED EQUAL. INCHES IN DIAMETER. ARE USED TO PREVENT TWISTING OF THE TOP PLATE DUE TO
9. WALL FORMS TO REMAIN IN PLACE THREE DAYS MINIMUM. 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW ECCENTRIC LOADING(FIGURE 3.2J-K).WOOD STRUCTURAL PANELS
2. DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE PASSAGE OF A SPHERE 48" DIAMETER SHALL BE PERMITTED TO RESIST WALL TOP PLATE TO WALL STUD DESIGN SHALL BE IN COMPLIANCE WITH
10. CONCRETE FOUNDATION WALLS SHALL BE CAST MONOLITHIC NO HORIZONTAL ; STRUCTURE,SUBSTITUTION WILL RESULT IN THE CONTRACTOR ASSUMING UPLIFT WHEN DESIGNED IN ACCORDANCE WITH 3.2.3 PRESCRIPTIVE RESIDENTIAL& BUILDING CODE OF NEW YORK
JOINTS SHALL PERMITTED SHOULD A BREAK IN CASTING BE REQUIRED IT SHALL i RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS-PLASTIC COMPOSITE EXTERIOR SOULTIONS TO RESIST WIND UPLIFT ARE PROVIDED IN TABLE 3AB.. CONSTRUCTION METHOD:PERSPECTIVE PERFORMANCE ENERGY RATING INDEX STATE 2020 EDITION, THE 2018 WOOD FRAME
BE VERTICAL AND THE SURFACE SHALL BE PREPARED PRIOR TO THE NEXT CAST. i GUARDS SHALL COMPLY w/THE REQUIREMENTS OF SECTION R317.4. SECTION 3.2.2.2-WALL ASSEMBLY TO WALL ASSEMBLY
11. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR MECHANICAL, � 3. ALL SPECIFIED FASTENERS TO BE INSTALLED AS PER MANUFACTURE STORY TO STORY UPLIFT CONNECTIONS FROM UPPER STORY WALL CONSTRUCTION MANUAL, AND THE 2014 NFPA
ELECTRICAL,PLUMBING,TRADES AS REQUIRED COORDINATE WITH OTHER i SPECIFICATIONS.INCORRECT FASTENER QUANTITY,SIZE,TYPE,MATERIAL OR R312.2 WINDOW FALL PROTECTION-WINDOW FALL PROTECTION SHALL BE PROVIDED IN STUD TO LOWER STORY WALL STUD SHALL BE IN ACCORDANCE w/THE STANDARD 70, STANDARD 70, ENERGY CODE
FINISH MAY CAUSE THE CONNECTION TO FAIL.16d COMMON NAILS CAN NOT BE ACCORDANCE w/SECTIONS R312.2.1&R 12.2.2. REQUIREMENTS OF TABLE 3.4.PRESCRIPTIVE SOLUTIONS USING UPLIFT
CONTRACTORS,AGENCIES,ETC... j STANDARD IECC RESIDENTIAL PROVISIONS
REPLACED BY 16d SINKERS UNLESS OTHERWISE NOTED. STRAPS ARE PROVIDED IN TABLE A-3.4.WHERE UPPER STORY WALL BLOWER DOOR TEST MECHANICAL VENT TEST DUCT LEAKAGE TEST CHAPTER 11 REFERENCE
12. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS EGRESS WINDOW NOTES: STUDS ARE NOT ATTACHED DIRECTLY TO LOWER STORY WALL STUDS, I
REQUIRED TO EXIST WIND AND CONSTRUCTION LOADS. 14. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR
-R310.2.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL ASSEMBLY w/UPLIFT CONNECTIONS IN ACCORDANCE w/TABLE 3.4. LOCATION MAP
I 5. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND ANY GAP BETWEEN HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.THE NET CLEAR HEIGHT WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO RESIST WALL REVISIONS:
13. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS SHALL BE DAMPROOFED. 1„
I THE JOIST AND THE HEADER SHALL NOT EXCEED a AS PER ASTM TEST STANDARDS. OPENING SHALL NOT BE LESS THAN 24 INCHES AND NET CLEAR WIDTH SHALL NOT BE PLATE TO WALL STUD UPLIFT WHEN DESIGNED INACCORDANCE w/3.2.3.
14. ANCHOR BOLTS TO BE
LESS THAN 20 INCHES. PRESCRIPTIVE SOLUTIONS TO RESIST WIND UPLIFT ARE PROVIDED IN 08/01 /23
a"0x12"LONG WITH 3"hI00K AND 3"x3"WASHER SPACE 39" j 6. ANCHOR BOLT NUTS SHOULD BE FINGER TIGHTENED PLUS ONE TURN WITH A TABLE 3.4B. v
O.C. MAXIMUM FOR 8'-0"END ZONES,AND 45"OC FOR INTERIOR ZONES.PROVIDE ! WRENCH.CONSIDERATION FOR FUTURE WOOD SHRINKAGE SHALL BE GIVEN.CARE EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 -SECTION 3.2.2.3-WALL ASSEMBLY TO FOUNDATION-FIRST FLOOR WALL
TWO BOLTS AT EACH CORNER SPACED V-0"APART WITHIN 6"&12"OF CORNER& I SHALL BE TAKEN TO AVOID OVER TORQUING THE NUT. SQUARE FEET. STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR
PLATE ENDS WITH MINIMUM OF 7"EMBEDMENT'IN POURED CONCRETE&15"IN i BOTTOM PLATE IN ACCORDANCE WITH THE REQUIREMENTS OF TABLE
MASONRY BLOCK,FILL TOP TWO COURSES SOLID IN ACCORDANCE WITH WOOD 7. CONNECTIONS @ WOOD FRAME ARE IN ACCORDANCE WITH SECTION 3.2 OF 2018 -R310.1.1 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RESUE OPENINGS SHALL 3.2.PRESCRIPTIVE SOLUTIONS ARE PROVIDED IN TABLE A-3.4(SEE
FRAME CONSTRUCTION MANUAL 3.2.1.7 TABLE 3.2A I WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND MANUAL AS PER R301.2.1.1 BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR FIGURES 3.2A-E).
15. ALL SLABS ON GRADE SHALL REST ON A 6"COMPACTED BASE OF CLEAN SAND OR I TOOLS.
STEEL CONNECTORS USED TO RESIST UPLIFT SHALL BE A MIN.OF A
GRAVEL INSTALL A 6 MIL.POLYETHYLENE VAPOR BARRIER PRIOR TO CASTING SLAB. j STEEL NOTES:
I -R310.2.2 WHERE EMERGENCY ESCAPE AND RESUE OPENINGS ARE PROVIDED THEY SHALL 14"x20 GAGE ASTM A653 GRADE 33 STEEL STRAP&HAVE A MIN.
16. ALL SLABS ON GRADE TO HAVE 6"x6"W1.4 x W1.4 WWM REINFORCING CONFORMING 11. ALL STRUCTURAL STEEL SHALL CONFORM TO LATEST ASTM SPECIFICATIONS FOR HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR. EMBEDMENT OF 7"IN CONC.FOUNDATIONS AND SLABS ON GRADE,15"IN
MASONRY BLOCK FOUNDATIONS,OR BE LAPPED UNDER THE PLATE AND
TO ASTM A185. SEE R506 RESIDENTIAL CODE SECTION A-36 STEEL. ALL WINDOWS TO BE SUPPLIED BY THE FOLLOWING MANUFACTURES AS NOTED ON PLAN. NAILED IN ACCORDANCE w/STEEL CONNECTOR REQUIREMENTS(SEE
FIGURES 3.2A-C).WHERE THE STEEL STRAP IS LAPPED UNDER THE
17. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLAB AND WALKS 12. ALL STEEL WORK TO CONFORM LATEST AISC SPECIFICATIONS.
ON GRADE AT 20'-0"O.C.MAXIMUM IN BOTH DIRECTIONS. i ANDERSON WINDOWS,INC BOTTOM PLATE,3"SQUARE WASHERS SHALL BE USED ON THE ANCHOR
3. ALL REINFORCING BARS TO BE DEFORMED INTERMEDIATE GRADE NEW BILLET 100 FOURTH AVENUE NORTH BOLTS &ANCHOR BOLT SPACINGS SHALL NOT EXCEED THE GENERAL NOTES
STEEL CONFORMING TO ASTM A615 GRADE 60 HAVING DESIGN STRENGTH OF 60,000 BAYPORT,MN 55003-1096 REQUIREMENTS SPECIFIED IN TABLE 3.2C.IF STEEL CONNECTORS THAT
18. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE i PSI. ONLY FASTEN TO ONE SIDE OF THE BOTTOM PLATE ARE USED,THE
VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. CONFORMS TO AAMA/NWWDA 101/I.S.2-97 SQUARE WASHER SHALL EXTEND TO WITHIN-1"OF THE EDGE OF THE
4. ALL REINFORCING BARS TO BE CONTINUOS UNLESS SPECIFIC LENGTHS ARE PLATE TO WHICH THE CONNECTOR IS NAILED.STEEL STRAPS EMBEDDED
19. CRAWL SPACE VENTS,IN ACCORDANCE WITH 8408.1 ARE TO BE LOCATED WITHIN SHOWN.ALL SPLICES TO BE(40)BAR DIAMETERS MINIMUM. CAPITOL WINDOWS AND DOORS IN OR IN CONTACT w/SLAB ON GRADE OR MASONRY BLOCK
3'-0"OF EACH CORNER OF THE BUILDING MI HOME PRODUCTS,INC FOUNDATIONS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION,
5. WELDED WIRE FABRIC TO BE 6"x 6"WI A x W1.4 WHICH SHALL CONSIST COLD 650 W.MARKET STREET OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. SHEET N U M B E R
20. ACCESS TO CRAWL SPACE AS PER R408.4 i DRAWN MEMBERS HAVING AND ULTIMATE STRENGTH NOT LESS THAN 70,000 IPSI. P.O.BOX 370
FGRATZ,PA 17030-0370 WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO RESIST WALL
6. ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING STUD TO FOUNDATION,SILL PLATE,OR BOTTOM PLATE UPLIFT WHEN �`�FD a�,�
CONCRETE PLACEMENT. CONFORMS TO AAMA/NWWDA 101/I.S.2-97 DESIGNED IN ACCORDANCE w/3.2.3.PRESCRIPTIVE SOLUTIONS TO �0 �1 x�Iy� I�� \ n
RESIST WIND UPLIFT ARE PROVIDED IN TABLE 3.4B.WHERE WOOD n- 9
7. WELDED WIRE FABRIC OR EQUIVALENT STEEL AREA MAY SUBSTITUTED FOR ANY ALL WINDOWS IN PLANS TO HAVE A RO.OF 6'-10z"TO BOTTOM OF HEADER UNLES OTHERWISE STRUCTURAL PANELS ARE USED TO RESIST UPLIFT,BOTTOM PLATES OR O 1 �4 11
`� \ v
REINFORCING BAR GRID. NOTED SILL PLATES SHALL BE ANCHORED IN ACCORDANCE w/3.2.3.6 ,I I
OF
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I
--
TABLE R301.2(1) MANUAL J DESIGN CRITERIA
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE CORRECTION INTERIOR DESIGN DESIGN TEMPERATURE HEATING TEMPERATURE TABLE N1 102.1�2 (R402.1.2) INSULATION AND FENESTRA TION REOUIREI'VIENTS BY COMPONENTa
FACTOR TEMPERATURE COOLING DIFFERENCE
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD . AIR MEAN
UNDERLAYMENT HAZARDS FREEZING ANNUAL
SNOW SPEE TOPOGRAPHIC SPECIALWIND WIND-BORNE DESIGN FROST LINE DESIGN REQUIRED' INDEX TEMP CPAWL
LOAD' EFFECTS' REGION' DEBRIS ZONE'CATEGORY WEATHERING DEPTH' TERMITE TEMP.. CLIMATE FENESTRATION SKYLIGHTt GLAZED CEILING IWOOD MASS 16,ASEM,,ENTi� SLAB"'
COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY IrA N FRAME WALL WA LL FLO"n. SPA(C�'
11� FENESTRAT VVA L L P%-VALUE
-F -F DIFFERENCE HEATING COOLING BULB ZONE (1-FACTOR 1fl`ACTOR 11 P,VALIJE IP,VALUE fZv " WALL
LBS/FT' MPH CHES) TO HEAVY 52.7 R�VALUE i"VALIJE ALUE DEPTH -VALOE
3'_0" MODERATE _T 0.7 F, 0,25 30 13 3 i4 13 111 0 All 0
20 130 YES NO B SEVERE (36 IN 1 YES NO 452 2 1 0 40 025 -.,is 13 4 A6 13 G 0 0
3 0 35 0,5 5 025 20 or 13+5' 81,13 19 0 5 i I
4 eycept 0 r5
t" 0.35 1 040 4 9' 20 iri, 13 5� C113 19 10;N3 10. 2 ft 10/113
TABLE fw�24,11
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gamarn Ilete to no*r johit,Vsndjokt,End'o;st 2-166" Ad A
LIABILITY OF EAGLE DESIGN ASSOCIATES AND THE EMPLOYEES
or slorklr4 Rim Fmnjwti"I=,-a&eu xx tnarw Lam Timm�bL lip mad e T here a�,e no SHGC'realu�rerre,,its ir,the Niarine 7one,
SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON
1414 az�.M thlu 4 mtaz�sdd at w;rqme-edr- F+'r�cftIrML�zcn�!',�,-Mudr���&a:-'eA-irm, him,
FLOOR VRAMP114 ................. of M-lutmor. mm=14--=-ml tezx,W&Ou=!gde cf te f SascmeW"wall i,�*"'Qsulelinn Is rr�t re/iaired in wa..fi�n-huri,ld locations as deftne;d by Figure 1,11101 It',arid Tat�fe N1 1101 1/! THIS PROJECT.
loivt ta Sa�Tcp Mett air Girder(T"-*o4ed) 4-st pt?jo"at 1ratr"11w 6--k-mg.ir Ew��==- ;mni-v i=bim 0"1+r su I ation suff"","ent to fill the,frarn ca",'�ty t A-19 m, imuln
566&q to Joist jT*eo*iIt4) 2-U ezcS er�d nws IjiKludwg Abo"-o"Pand *e."t*pemmk%Ive=co=ct wtt ib--ta?.i&of
Islo4ing to Witt(Toonsifed) 2-Sd 2-10 evs erid twdevilred rwm) li It 0 d=�r,<0 v=,=S=ii,.fxx-,.M,WE,ii d=tt t, h 7 h e fif 5;1 Val V,e is C a,;1y i nso f all o r, th e s e c on d va fu e i s c o n U o"u.is in.S t/la ti 0 n s o 3+5'M e a n s R-13 r,av�ty in vu llo p,IL,s R-5 c ont. ,u ou s i w I a o
Slo,Aing to 501 or Top Mate(Tot-naik4l 5-Ifd 4-196d caiz",b�,%-* TxAnndi e!:0%frxnq&-d Pcez,&trom th# i The second F-walue appi�eS-when,mc,,e than hal the is rin We;,Meriof ofthe mass virall
tedger Strip to Seam(Vote-wfl-d) slied each jDist tow-'m to due l'*0!C;W=v u fix, =:�ar
Joistor,LiodSer to tetrn(Toe-risiled) 3-st�, 7/1 1 od cw=wispwv,1�1a,'lc�# w4st-jr7erw,mr-wild of E��7 mmi;F
31- Sd
86ftd)ohA to Joist(Emi-ma"ted) 4-16d
Bond joist to Sig or lop Plate(Tiae-nailod) perfoot
RW F WfAtt,rNG Dun�hw,=_"T pe=mcm,WA tzle 1halfti
-.11102.1,4(R402.1.4) Wactor Alternative
151WK pworsfrow or�=r�C,e*0r.'n M=004nim'd q��4*4124
woo-4 struitturiwIl panels. Z tl *4 c1d T; s'. Uj
C-0
Ryu in==cmnun be volo w
LO
I'XIT or W;dl"
eq,131 to Or lessth,.-,.�mthat specified in Tab'i,_ be permit'ed as an
ro'et-ly om!w4-,ra t,_t�rxb�,Ae crviT
%+%%,,-_,-,,,,%,x_,%%w........ .......... .............w", CN
rEKWC"EATtONG Aa v-*,:,z,; be pmidvd`.n�=,bt p"Ir,are",
rorYjwv0 Wm (3)
cw.n,Wart I>.ozrd Rn med:461 fi-,Zes M, +m 6ag, Ficr,iedd h-ta i,=#ii maz,12 01 in*,4 bu6l�,nj : I 1 1
-�2_ofel. [NY)TABLE N1102.1.4(R402.1.4)
WAttWEATHMS vhaw mw?,r 4:Acl!-je tIR 9no-'_ fie-ml!ew��diii];be x-a d-�t am,!Tr_nwel 1/2" 00
------------
Wood stfuctkwat Paofk I CA- (see,%t"e 311) Err mm 1.,inim iloU be ce,m t,,y to&wmzzl mxag
somauno ribettoord IMal,i�g wd Air* The construction ty STROKE
pe
r-1 wirin? designation shall be EQUIVALENT U-FACTORS's Cy) CO
11tlz bnn a wzx"A, r exwnr,w9h&4,xem io LvArm w4fls A�,net to thomers 1 vu*s�t3�.be tAl", "ll","III", "IV'tor AV" T_ I
sumr:10 en exterior win thww,�tri mt T sh't,I s q�vlm 14"M t,=*'�l trllll�redl CRAWL
to Indicate the construction FRAME MASS Q0
SKYLIGHT CEILING FLOOR VASEM�NT SPACE
11*=bune sbm 1 i'St behxd#1iKtTkx V classification of the CLIMATE FEr,41ESTIRATION WALL WALL
oypv�rn warlbostil 151 d it rs 56 Cooler% 7 edst It"f�ew nffwkal,ph=t ba=atvwr wa c==�,i�dix t-,,ft o*w w,".Id b v tv
Hoidboeiid aid sd (sfi�74h�t 3,11 lzlwcied structure under DESIGNATION FOR STRUCTURAL U-FACTOR u- u- u- u- WALL WALL UD
Partitff1mord Peftelt aid se Isea m2ruf7mau-til W.-AC rt;dtr boob HWAC'nlrrn bw�tx pene"_Ti�ftAiq dm=4 section 602 of the BCNYS ZONE FACTOR FACTOR U_ FACTOR U-FACTOR ti- Z
Diagonal sorwif sf'msthiriff c-,�110p*,�41 Im imewd"Ite or dmw'21. COMPONENTS THAT ARE OF FACTOR FACTORt'
1,41mm to te VeAd, fae
l,t6* svppin FACTOR
3-IS"I A TRUSS TYPE CONSTRUCTION
4C*W#jUd�PdstjM cm:!*"Izt,:Ot!�,�4"1��;�,,tm"�I
.............
"notbemi? ,Im.-b#mv
&
,5
com"'PLne"M-1 wt�w cgilmp FLOOR FRAMING,INCLUDING 4 0,32 0,5 0.026 0.016 0,0`7 0,059 0,011165 _j
wo.-d structw4t Panels M T1 GIRDERS AND REAMS 0
I'of c4e 6ti:�
led led 5 01,30 111 0
majontf roti'd sht-ithing "R" ROOFFRAMING _1 0�1515 01�0 2116 1 0XII610 0,082 0,033 01,050 0.055
1,we*or I've- 2-86 op
2_1^d pkr suppart C)
1"VID'orwie" 3_5d 1 led pot ILD 6 0�55 0,026 0.01L5 0,,, 6 0 0,050 0.055
----__ r 4ijFLOOR AND ROOF FRAMING
b2se4d o,wag nl�ed i ircfes oft-ceriter at me pa"�edge sc�edijle%sh2ll
be ijm�where wx�,OseztHrir pa��inp.Ii reducird,For shea"'rz iz ria*�#3 ir4�-ez on-coriter at the p2nel eq-t ft
fws1r;xvjr1l Meer t�ers xl�s be Am.Ib4,�,u wftit,�ate si�ZIl be TABLE R507.2.3 U-fFcto1,shaii 1ne tained fforn mea--Airennent, ca`lctjlalbr�n
vml:!to lcal:5 p0h" FOR DECKS",b
FASTENER AND CONNECTOR SPECIFICATIONS (Y)
1-t5d oa�4 See if=t, b. sha!i be accorda-ice v�,,h i::1--,�o-, N11 �,7�2,2,5(P402,2,5),1,iiilr�ere rrore than, hp"t�-,,e�f-,�ulatirjri�Is on the 1_-�
w U)
inll,erjrur�th�e rv,-il U�actor�sha,!! not e.vceed 0,087 3n, Cl�,,Ate zor 4exl,ert TIVIlar, 5
ITE M MATERIAL MINIMUM ALTERNATE and' Mar'ne 4,and,�,,1057 in ni� Zc,,,,�6,
FINISH/COATING FINISH/COATINGe d 100
14av-�)r 5ha;l not
Sill Plate to Founda i onneation Shear Load f or c.in locatjon�, as.defii�ed by Rg: -a N"10',7 and Ta`e 0`:,7,,thc,', b�n,
GSL *w 30 j/
06 Na"S and fr. accordance Stainless steel, A, r�_r�VNN C* %AP". 5_=xceed 0.3160.
1_5 psf,Floor:,12 rsf,Pxti!ion-8 pSt,Wall 110plf; Hot-dipped galvanized per
nber ;;ron bronze or
wi t h AST PA
Grotrld Swoi Lo,-d aO, pf,Lateral force resisting systermWood stnict�lsalp�y*l rshePr wmfs) ASTN" Al 5_3
rLol(�1�1�SFi_"A1TK1_4G"AMILIW11 A7
rivets- F 6567 copper
SDC A soc a SOOC YMST VATS�4DLOJEXYVON Lij
Fourwad" MAding LIV4 t/w LIVI !.q arcorcl,.-�,nce Hot-dipped gaff�an'zed per
supponing DinvirifMA,W EE _ P_ 7 -
I L5 2 2.5 4 1 1.5 2 2�5 3 1 i's 2 2�5 3 Boifs': with AST M Al 53, Class C TABLE R402.2
(ft) tow,W
FoumUtim Sift Mate Coruvajon She-air
MINIMUM SPECIFIED COMPRESSIVE STRENGTP OF CONCRETE
.....__ Liag ST N",A307 (Clas"s D for /8-i"ich
+ 7-77 T, + <
12 11 lc� 22 27 21 28 36 44 51 31 43 55 6S 7S Stainless steel,
16 12 16 21 26 30 2� 32 41 SO S 35 49 62 76 89 screwsd- (bolts), and less,or
ffl>. . . .. ......... I :ffi- _�? . 4.:, .11, i
sN�'on bronze or
L±
'11MUNI SPECIFIED COMPRESSIVE STRENGTH' (F
AST110 A563 MIN
ifi: V,
ng
P00f,ceirim,& _P i.::
:�.112
7�4 copper ...... ..........
(inclu mechanIcafly
�!..�4 20 4 :......
29 a� 104 i-17 cj� Z
(nuts),
nuts, and galvanized per ASTM 6695, TYPE OR LOCATION OF CONCRETE CONSTRUCTION Weathering Potentiar��
32 17 24 m ml 331 47 61 752 Sej 71 92 112,
36 is 26 2�4 B. 35 51._�FAS, N 54 77 '400 210' a s h er s) A,5 T 1 F S/4 4 Class 55 or 410
- Negligible Moderate Se%rere
-45 94 1*44 1333 f1oor/r V3jST LYE,��K 101, 7
12 3Z 35 36 49 75 sta i rile 5's, steel
is 21 2.9 36 1.:.;44 S2 40 S5 70 9 655 101 61 ...S4 107 1,10 15 Basement walis, folinda!ions and other concrete not e),,posed, to the iIxeaMer 2.500 2,500 2 15 r)0 r,
14 _1" ;,
41,,i Sol T1 7'
3Z I�nu 71; 967 Uj
h I t�107, i 74: 1,J i3l lft',_02
Roof,CeHi'vo& ASTtAl A653*;pe G!85 zinc
2 Floon 4'F -
45": A. s Basement slabs a nj intenor slabs on grade, except.,garage floor slaVis 2.500 2,5.00 2,5 0 0 C) 'I�j
10A
coate d 8a lvatn ized
32 Sri 4-41 54 57 S 1�o S E7 23 159 'ige - 1, - L 0
steel or post hot-dipped Sasemen'walls, foundation %,alls. e)1eg,ior)walls and. other vertical Concrete
36 32, 45 59 64' - r,2 F.7 113 IZ541 - 93 1133 272 189t - 5her 2,500 0 0 011 3,011 r111 L0 (.0
12 2S V, 47 57 67 54 73 92 111 1�30 S2 110 1 n 168 197 livl e ta Fer Salvanized per t,,ork expo�.,,,ed to theil,�eatIr LO C)
16 331 42 54 6S 77 f0l 82 VIS 127 14? 91 125 15n 192 226 m a n ul'a c t u re,is Stainle-ss steei
f
Porches, carport slafn4s and steps exposed to the weather, and agarage floor
it 1% Its. connect ASTM A123 provi&ng a co
t 250 0 0 0,
Roof.ceilire g i�41*
-9
241 ,1',: 'a sa ICI 4143i.'
40:- specificatio�
erage coating slabs
3 Fkxn .. ..... minimurn av
:4. z1f M �2"
........ ...-
32 44 62 so ge a-, 121 156 191 1?") s 3 22's o,5 2.0 oz.lft4 (total For st 1 pcund pi�-�sqijare incli, 6 3,135 W3.
36, 1_47'' 67 87 9,V 92., 11/13 163 is 5� 1319 197 255 2310 bo'n, sidles) a, stw�,,Vh at 28 da"'s psi, Go
mirdmut'n SDC D, m SDC C�
b. S ii-e T 0/!1-R 3 0 1.21(I vn at t,,er,r g p a f e tia 1,
1 inch 25.4 rrilr,I fo-ot 304.8 r-im.
Fv.mdation Fcr 51.
C Con ci�ete lihese ils 1h7't� VltjedtD freezing ba=rdance with Ri,)ln&o d,
stlpwtna Din"Sion,w I LS 2 2.5 3 1 1.5 2 25 3 1 lis 2 2.S 3
Foundatmn Sill Maw Conwtiawshew Loatt 11, d Crir�creli�shal�te Mir cantert(Percent tv VoLurm of coocrele)VIM be rM less Mar,S percr'ml Cr imcre th"an,17 pe'rcent
a.. Fqu�,valent matenals, coatrigs andf,�Iishes s�alf be pcm�tted,
12 42 SS 731 S 9 _71 91 110 129 73 10 11 129 Iss 172 re, See Section,R402.2.for ifi3xfrri;1M lnn�efiafs cont�mt,
;r
16 47 65 83 101 119 5 S 81 IM 125 14S 82 114 114S 177 209 f, FvCamp floors wili�a fintsh,reducl�an of the tofal 8� conf,ot(rercerit by volurre of ccr,�Crel.;, to not ler�s Man percent I!", cenmittezl ift�x,spt!611w-d compressill,e
2
the Con cre!,, is in creas-��d to r"ot thv� 000 si,
1#16 b, Fasteners,and connectors eyciosed to salt wate,orlocated with�n?,�,-O freet ez salt
Roof,Cenim,& Cl
24, 57j;
water s s sts a
I Floor .......... ir .i: . - ''. i� :�- h o r,---'i n e a e s t aa, DESIGN SHALL BE IN COMPLIANCE WITH
72
24,31 �15
. ...... RESIDENTIAL& BUILDING CODE OF NEWYORK
32 67 95 123 Ise - 8� 11F, 153 1W, - 117 166 15
36 72 10? 137, 14-,4 - e9 227 lt45 ISY - 125 17�� ;3*" 25-,rl - c. H olss f or boltS sha 11 F�c,dn led a mi ni niu rr Voz j nch and a maxinnum. 11 E,i nch STATE 2020 EDITION, THE 2018 WOOD FRAME
12 73 V00 126 152 17S 9, 12 33 156 188 221 128 1,74 220 266 312 la"wer tqaq the bolt. TABLE R401.4.1 CONSTRUCTION MANUAL,AND THE 2014 NFPA
82 122 143 174 IC4 STANDARD 70, STANDARD 70, ENERGY CODE
16 4 Vn 139 1 777 2*IS 2,53 443 196 250 3031 357
-,2
0 .�:.:,. �rlat-z� 10 3 of PRESUNIPTIVE LOAD-BEARING VALUES Or FOUNDATION MATERIALSa STANDARD IECC RESIDENTIAL PROVISIONS
CHAPTER 11 REFERENCE
_d
zzn:le�m �s j1`17,11
d., Laq srrews 11,inv-h anid larsmr<hall I-P-drif's toavo�d wood cplittung per the
2 Roim , . ..ii:
.64
472,
_31 At .�442 - �7
32 116 164 213 26f - 144 204 263 323-� 203 237 371 45e - LOAD-BEARING
3r, 125 17S 2 al 23e - 155 220 29S 314' 21S 310 402 442r CLASS OF MATERIAL PRESSURE I I N
12 10a 146 !87 225 264 13-5 191 231 279 3127 19'. 2SS 326 �,9 3 41,151 fasteners shall be inaz-ccrdlanc8 vviith A57 M F1 667.
16 122 167 212 2S7 303 !S1 207 20 319 375 Z13 '192 371 450 528 (pounds per square foot) 08/01 /23
431; 23f�' 31 NIS* i:
Ceffing& ?,Ock
S 5,
Roof,
7i :lssa ::*.w� 3ag, 4711�� 2,%,� ?SO:', 12000
24-1:: 149.�. 269, VIA 122. -: ..::: f �i.
3 Room ........................
0 �..4
a- sr
edimentary anf.1 1011ated rocK
32 1474 316 215 303 391 47V - 30:31 428 5_52 67e
..............
36 187 264 342 271V 2;1. 3127 424 4,90 - 326 461 597 657' Sa n d y g,ravel andlor gravel (G,,".� and GP) 3,000
S a..n 1, s sa n d c I a y e y san d t �si Ity grave
and clayey gravel (SW. SR Sltvl, SC, GM 2000
arid GC)
Clay, sandy. Silly clay, c1ney sift, silt and
san,�y s!Rclay (CL. PrIL MH and CH) 1 GENERAL NOTES 2
F cv,r S 1: 1 p o u n J4 r/e r sq,u i e fo c,t=0,0 4 7 9 k,Pa,
8,-requ�red tv P4101A,fhA. 0"he ��,�the"'i"cor"nieldolisr"s
F a� psf are 13;ety to te pre,�;ent at!h�s4ve, the t i,,virig,capwfi.. NUMBER
b, w!"e-e the buk�na offdal tliat in,-rrlace soft v1h 81 850"vable beari,;-caracitry of kTs th, V.
te, tv a scils
41
0 F
z h
<. ..
4
Y
lip�1
AM
`able 3.5 Top and Bottom Plate to Stud Lateral Connection
Table 3AA Rafter and/or Ceiling.foist t®Top Plate Lateral and Requirements for Wind LoadsExposure 0
alble 3,6 Ridge Connection Requirements for bind
.'� (Dead Load Assumptions: Roof Assembly DL-10 psf)
Shear Connection Requirements
(Prescriptive Alternative to Table 3.4)
Wind Speed
3-second gust Wind Speed
170 90 95 100 105 110 115 120 130 140 150 160 170 180 195 - 3-second gust(mph) 90 9s loo las 110 115 iza 130 140 1sa 160 170 lea 195
Wirtd Speed (Se
gust(mph) 90 95 100 105 110 115 120 130 140 150 160 SSQ 195 ,y;/� (mph}{See Figure i.l) � '
eFigure i.i)
3-second g ( P ) £ Roof pitch
Roof Span Required Capacity of Ridge Connection(pin
See Fi ure 1.1 ;'% it (fti
Wail Height(ft) t,:
l EAGLE DE
Wait Number of 8d Cowman Nails or 1Qd Box Nails(Toena(led) /�` Unit Framing Loads{pif} = lz 2$ 39 51 sa 77 91 io5 136 169 205 243 z$a 436 399
/.:
tz,3,4 8 45 50 16 37 52 68 85 103 121 141 182 226 274 325 379 436 529
ton 55 61 67 73 79
A73 545 661
'• tat a Connect ---
Rafter/Ceding Jo Ceiling Joist to Tap Plat 93 108 124 141 159 178 209
I t Rafter and/or
H g uired to E /
Req1Q
' 2a', A6 `' S5-- 85 106 '. :''12$ 152':;: 17$ 227 - 282'. . .342 406
924 NEWBRIDGE ROAD NORTH BELLMORE, NY 1
S 5 actn fn.) 53 59 66 72 ?9 87 94 211 129 148 168 190 212 3:12 2a 56:: 7s .
I P B -
I
,. �,.<_� ,,. ,,.. ,.,.. ..:. ..... ... ... .. 249 102 . "'128.:° 15A:; '182 ;' 211'.,.,.: 27�,. .'..339:.: 487:. 56$ 6Sa 793 `( PHONE#(516)731 5506 FAX#(516)826 6368
i. (ft.) 3 3 3 „' .; ,.: S68 6fi3' 763 92S
3 3 r biz 61 :'.: 6$: <76 ':. 83.. EAGLEDESIGNARCHITECT MAIL.
2 3 91 100 ,.109 : 12$, 148:• 170. 393 28 65 91 119' 149.:' 180 212:' 246' 318 ;395 if p79'r q� COM
�) 2 2 2 2 3 3 „<.;.: 218- 2d5' '. ,...2$7 ''. 452 547 649 758 873 1057 1
:�; 14 .-. _ 69 :;. 77. ;;. 85_:'.: 94 .,r,`103:.c 112 122 144<;; 167 191 218 245.'
I $ 2 2 2 2 2 3 3 3 3 '•; " 32 74 105 137 170 206 243 281 363
2 275"' :,.323'
12 2 2 2 2 2 3 3 3 3 ii l/ ° - (rt i 36 83 118 154 192 231 273 316 409 508 616 730 852 982 1190
10 2 2 2 2 3 3 3 3 3 3 4 16 ��. 85 i;; 94 104:':; 114 .. 124 '`: 135 159.,'.•' .184: .:._ `..21'2 ' ..'241. `'272 30S "358..' '
2 3
r
' 12 26 35 45 SS 65 77 88 113 139 168 199 23I 266 321 M
2 3
Ti
C7
B 3 3 18 86 93 103 113 124 136 148 174 201 231 263 297 333 391 ;p 16 35 a7 60 73 87 102 118 150 186 224 265 308 354 428
16 10 2 2 2 2 2 2 4 4 5 5 5 5 5 5 t / '
3 20 96 100 111 123 135 147 160 188 218 250 285 321 360 '20:,'
3 3 3 3 3 5 5 ;� 423 't1 - :43•' �58 '. ' 75 .Q_ 91; -:1t19 •' :12$ '"147`� 18'S` ';'242 ` zso:' 331 38s 4a3 536 VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING
8 3 4 4 5 1 Tabulated framin loads and connection requirements 133. 1931. 176 %'226 279' ::336 397 . d63 53z 6a3 IT
HE DIRECTION OF THE LICENSED ARCHITECT, TO ALTER
24 10 3 3 3 3 3 ,� g q rements shall be permitted to be multiplied by 0.92 far framing not located within 8 feet of corners. a.iz z4 52 70 . $9 .110 -5
i.
Table3.4. 28 61' $2 104 128 154 i19 206,.:;' 263 ' 325 %392 464. S40 620 750 -4 THESE PLANS IN ANY WAY. BY ACCEPTANCE AND USE OF THESE
1 Prescriptive
its are based on assumptions m ceiling'Dist shall equal or exceed the tabulated number of naafis required. _ / 2 Tabulated framing loads are specified in pounds per linear foot of wall. To determine connection requirements lbs multiply the tabu r►li a 119 146 174 204 235 301 372 448 530 617 709 857 r� PLANS THE OWNER/CONTRACTOR/AGENT AGREES TO LIMIT THE
When ceiling joists are installed parallel to rafters,the sum of the toenails m the rafter and g) ;, q (lbs), p y fated unit lateral 32 69 9
framing load by the multiplier from the table below corresponding to the spacing of the connection:
3 'dslittin ,nomarethan2toenailsshalibeinstaliedineachsideofarafterorceilingjoistwhenfastenedtoa2x4topplateor3toenailsineachsidewhen � 36 78 io5 134 164 196 230 26a 338 418 Soa 546 694 797 96a rt7 LIABILITY OF EAGLE DESIGN ASSOCIATES AND EMPLOYEES DUE TO
7o avoid splitting, 12 20 27 35 d3 51 60 69 88 109 132 156 182 209 253 p NEGLECT OR ACTS OF ERROR SUCH THAT THE TOTAL AGGREGATE
,..
Connection Spacing{in.} 12 16 19.2 24 48 tlF
fastened to a 2x6 top plate.
adjusted as 16 26 36 46 57 68 eo 9z 118 146 176 los zaz 279 337 N SHALL NOT EXCEED THE SERVICES RENDERED ON
heights exceed 10,they shall be adju Multiplier 1.00 1.33 1.60 2,00 4.00 .�
a hereto plate-to-ridge +� 20 33'. "�45 � '`58• . . 7i .� 85:- `fico .�. •"I'S5'.:` 1�7 " . 38z,., ` 220.: 26i) , 303• 348 421 DE TOTAL S AN
W p p LABILITY OF EAGLE D THE EMPLOYEES
THIS PROJECT
Wali Height 8' 10' /i?:;. 5:12 24 :; 40 .; 54,',' 69 65:.. 102 tI9 ;' 138 i77 ''219 264 332 364 418 . 506 Z
X308 '' 36a 42d a88 590
28 ''' 46 •' `. 63' •81 ''99 114 : 139 .'i 361 .,.... ?06 .. 255 - --
Top Plate to Ridge Adjustment Factor ��- FLOOR JOIST
32 53 72 92 114 136 159 184 236 292 352 416 485 557 674
l Height(ft) v„ 36 60 81 104 128 153 179 207 265 328 396 468 545 627 758
i 10' 1.00 1.00
15' 1.15 1.25 OFF
12 20 26 33 40 4$ 55 63 81 99 119 141 164 188 2z7
' ; 16 27 35 44 54 63 74 85 108 133 159 188 218 25
0 302
1.50
20
1.4Q ....
20. 33
44.:;::' S5' S7 :` 79 92'?::.` ',106 235 166; .. 199 235 273 313: 378
i. 6:12 24 ;; 40: 53';` 66 '80 J 95'„'`, 111 12739 282 327 376' 453
i 188 232 279 329 382 438 529
l a. 2$ 47¢,. 61 77 94' 111 129 148 `:' 376
,Y
J/;: 32 53 70 88 107 127 14$ 169 215 265 319 436 501 605
36 60 79 99 121 143 166 190 242 298 358 423 491 564 680 r r1
12 27 32 37 43 49 55 62 76 94 112 132 153 175 211
�r , 16 36 43 50 57 65 73 82 102 125 149 176 204 233 281
LO
LATERAL A
20 '" a5 i 53 62 72 .., 81 _. 92 i63 ,' 1zi W:.156 1$7.' ,.220. 254 291 35T
FRAMING H 7:12-12:12 24 54 64 75. 86 9g 11tt'':' 123 i153,. 187 224
263... 305 350 Ali
LOADS
28 62. 74 87 100 114 129 144 178 218 .261 307 356 408 491
32 71 85 99 115 130 147 164 204 250 299 351 407 466 562
j: 36 $0 96 112 129 147 165 185 229 281 336 395 458 525 632 �� W
1.... .
1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building carnets. ittP •/
2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf{0.6 x 30 psf=6 psf).
:`..
3 Tabulated connection requirements are based on a 12 inch ridge connection spacing,for different ridge connection spacing,multiply the tabulated vCO
alues by the appropriate ®
multiplier below:
r- CO
Ridge connection spacing(in.) 12 16 19.2 24 48
Multiplier 1.00 1.33 1.60 2.00 4.00 LU
t
FLO R JOIST 4 For jack rafter uplift connections,use a roof span equal to twice the Jack rafter length.The jack rafter length includes the overhang length and the jack span. Lo
£J.s.
LLJ O
Cn 0
® C' ) O W
Z LTJ U)
AMERICAN WOOD COUNCIL MM
AMERICAN WOOD COUNCIL W
06
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`' Attachment /
Attachment Requirements for Wind Wall Sheathing and Cladding ®Requirements Table 3•i0 Roof Sheathing %�0ble 3.ii • menta for Wind Loads
3.9A Rafter/
Joist Heel Joint Connection _ Loads _ Require Q Q
Table --
(prescriptive Alternative to Table g) Wind Speed 3 second gust(mph) Wind Speed 150 160 170 1$0 195
Ground Snow load g0 9S Soo 105 110 115 120 130 240 154 160 170 Iso 19S / "
(see Figure 1.1) �° 3-second gust 90 95 100 105 110 115 120 130 140
Roof live Load 50 psf 70 psf Q
20 psf 30 psf Rafter Fastener5pacing (mph)
Span ft .;. t /Truss Panel interm, Uplift Load per Na(1(lbs) „",:;,;: See Ft ure 1.1 STRUCTURAL SHEATHiNG
Raaf Sp { )
I-
:2:4=3 Sheathing Location / E
36 12 •. Spacing Edges Supports
12 24 36 12 24 ;�` (in.) (In.) (tn.)
;' E F E F E F E F E F
F E
r i r
ei JOint COnneCttoR'z'3.4,5 6 12 17 19 21 2t 25 28 30 35 41 47 53 60 6� 9
A. '' Spacing F E F E F Nail p Ci E F E F
E E F E F
tis per He inches o c>}z'3
Rafter umbec of 16d Common or 40d Box Na p g l0 11 12 13 14 is 1s 21 2a 27 30 Stud Sp B S a Rg fo 8d Common Na'is o 10d Box N 'is(' UJ
Required N 6 6 i0 12 14 16 is 20 23 26 / I Maximum
Rafter Slope 12 17 12 4 a s 7 7 s 9 4
+ Spacing(in.) 6 9 5 g 13 6 3 5 s s 6 7 7 8 9 10 1z is 15 17 20 -Q Sheathing Location {inches,o.c.) M
12 6 12 6 12 6 12 6 1
3 5 8 3 7 $ 15 23 3 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 12 (n r C)
12 6 12 1 6 12 23 25 2$ 31 34 37 40 47 5a 62 70 79 89 io4 Mj , (j3
12 19 20 24 27 31 35 40 45 52 rrl / 6 12 6 12 6 12 6 12 6 12 & i2 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 O
k 4 7 10 4 $ 21 9 18 27 �' s 1z 13 14 16 17 ' ^ !^
16 10 14 7 14 InteriorZane 16 6 12 6 12 b 12 6 12 6 12 L
is 6 21 24 27 3Q 35 N :: 12 s•0 P
3:12 19 2 4 g 12 5 17 26 12 23 34 16 4 4 $ 9 10 1Q 11 12 1a 16 is t7 y: 2a W
9 '"' g 6 7 7 8 4 9 10 1z 14 16 18 20 23 26 j/ ■
18 3 65 74 $a 95 107 125 /' 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 -4 LO O
15 12 12
24 5 10 6 4 7 10 5 9 13 interiorZ°Re 6 12 27 30 33 37 40 a4 a8 56 M
4 6 3 5 7 6 12 17 6 6 is is 17 19 20 22 24 2E 33 37 42 4S 54 63 .,f i; 16 6 12 6 12 6 12 6 12 6 12 M <� J
3 i6 fig 2z 25 2a 32 36 a2 �' perimeter Edge Zone 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 5 12 6 12 6 6 6 6 6 6 6 6 rPi
12 5 9 13 g 19.2
6 9 4 A 9 10 11 12 la 15 T41 24 C3CN
16 3 5 8 3 11 6 11 16 7 14 21 3 3 7 $ 9 9 10 11 12 14 17 14 21 2a 27 32 BOARD SHEATHING or LAP SIDING
A
4:12 19 2 3 6 9 5 9 13 7 13 19 9 17 26 6 12 34 17 41 46 50 55 59 TO 81 43 105 114 133 156
8 11 4 7 11 6 6 i7 19 21 23 25 28 30 35 ai 47 53 60 67 78 m �.-
4 8 6 17 79 20 24 27 31 35 40 45 52 V) / Rafter/Truss Spacing Minimum Number of 8d Common Nails or 10d Box Nails 7.
24 4 6 3 6 24 4 4 12 l3 14 1 ! ,::. Sheathing Size Per Support 1n1�1
12 3 3 5 3 4 7 11 5 9 14 3 3 9 10 11 12 13 id 15 18 21 24 27 30 34 39 inches,o.c.} ■++
(• 2 2 2 2 2 2
16 3 4 6 3 5 9 5 9 13 6 11 17 / 2
76 87 94 112 125 147 Z �"":
6 12 32 35 39 43 47 51 56 66 < 2 2 2 3 3 3
3 5
3 6 21 s 6 16 18 20 22 24 26 28 33 38 4a 50 56 63 74
5:12 19 2 7 4 7 11 6 11 16 7 14 8 12 4 4 11 12 13 15 16 17 19 22 26 29 33 3s 42 49 1x5 or:x8 Sheathing 12-24 2 3 3 3 3 3 3 3 3 3
24 3 6 3 4 6 3 5 ( '. 3 3 g 9 1D 11 12 13 is 17 14 22 25 28 32 37 ,. 12-24
3
3 3 4 3 3 4 8 4 7 10 ,`>` 6 12 42 47 52 57 63 58 7a 87 101 17 6 132 149 167 196
�'•'. ;-1x10 or Larger Sheathing
12 3 4 5 3 5 `' 6 6 21 24 25 29 32 34 37 44 51 58 66 75 84 48 // -
3 5 4 8 12 Nail spacing at panel edges{in.)
16 3 6 3 6 9 y; 16 q 4 14 16 18 19 2l 23 25 29 3a 39 a4 50 56 66 /..,,,;R E
7:12 19.2 3 4 5 3 4 g 11 S 10 15 3 3 11 12 13 15 1s i7 19 22 26 29 33 38 42 49 -. _ Nail spacing at intermediate supports in the panel field{in.)
• 3 5 g 4 Vii. F
24 3 5 7 3 5 3 4 6 Perimeter Edge Zane g 12 50 56 62 68 75 82 89 105 121 139 158 179 20D 235
3 3 3 s 6 25 z$ 3i 34 3s 41 a5 s3 sl 70 74 90 Ica fila DESIGN SHALL BE IN COMPLIANCE WITH
hment re
12 3 3 3 3 4 3 4 6 3 5 8 {<'`' 19.2
35 41 47 53 60 67 74 '' 1 For wall sheathingwitMn4feetofthecorners,the4Q°°udframingmemb swith0,42 G<tQggil be used. RESIDENTIAL& BUILDING CODE OF NEW YORK
q 4 17 19 21 Z3 25 2s 30 / 2 Tabulated nail spacing assumes sheathing attached t
I' 16 3 3 4 3 3 3 5 7 3 6 9 3 3 13 14 16 17 19 21 23 27 31 35 AO a5 so 59 /x' STATE 2020 EDITION, THE 2018 WOOD FRAME
3: 4 5
:12 4 3 g 12 s 12 63 70 78 ss 9a iQz 111 131 152 174 148 223 250 z44 CONSTRUCTION MANUAL,AND THE 2014 NFPA
19,2 3 3 3 4 6 3 6 4
3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
5 3 5
6 6 32 35 39 43 a7 51 56 66 76 g7 99 11z izs la7 % '' STANDARD 70, STANDARD 70, ENERGY CODE
4 21 24 26 29 32 34 37 4a 51 58 66 75 84 9s
' 123 3 3 3 3 3 3 3 5 3 i( 6 24 g g 16 fig 20 22 24 26 28 33 3$ 44 50 56 63 7a STANDARD (ECC RESIDENTIAL PROVISIONS
16 3 3 3 3 3 3 3 4 6 3 5 7 Fastener5pacing Uplift toad per Nail(lbs) F: CHAPTER 11 REFERENCE
. : .; 3 3 4 3 I.
6 g (in.)
12:12 19 2 3 3 3 3 5 3 g 7 3 Gable Endwal!Rake ar
24 3 3 .; Rake Truss with up to 9" 6 28 31 35 38 42 46 50 59 68 78 88 100 112 131
r d e is supported by a loadbearing wall,header or ridge beam designed to a overhang
4 is z1 23 z6 za 31 33 34 4s 5z s9 s7 is $s REVISIONS:
1 Heel joint connections are not required when the I g Rak B
3 14 16 38 24 21 23 25 30 3a 39 44 50 56 66 08/01 /23
resist the applied loads.
ing
`.,:. .° 2 When intermediate support of the rafter is provided by vertical struts or purlins to duoct one ncspan.aii,the tabulated heel joint Fastener Uplift Capacity z'3(lbs)
v:. connection requirements shall be permitted to be reduced proportionally to 3 g 7/16 15/32 19/32 23/32
Dist to ceiling joist lap splices. Sheathing Thickness(in.) /
3 Equivalent connections are required for ceiling j
y.'. Framing Member G 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 0.42 086
4 Tabulated heel joint connection requirements do not include the additianalr weight
located fait the bottom of the attic space. gd common' 70 92 68 loo 67 98 63 92 58 86
Ta
:;. 5 Tabulated heel joint connection requirements assume Ceiling joists Or rafter 10d box4 84 101 82 118 81 120 77 114 73 108
rs
lists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint RSRS oxs 41 41 99 106 99 114 99 135 99 135
When ceiling j
connection requirements shall be increased by the following factors*iHeight/Top Heel Joint Connection
` Plate-to-Roof Ridge Adjustment Factors
Height(H,1HR)
1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet°n each side of the roof peak,the 4 foot perimeter edge
2.00 zone attachment requirements shall be used. GENERAL NOTES 3
wR T T"�' 1/3 1.50 2 Minimum capacity of withdrawal and fastener head pull-through is tabulated.
Rc 1/4 1.33 3 Tabulated values include a load duration factor adjustment,Co=1.6.
1/5
1.25 4 Tabulated values for 8d common nails and 10d box nails are applicable to carbon steel nails(bright or galvanized).
1 20 5 Tabulated values for RSRS 03 nails are applicable to carbon steel(bright or galvanized)or stainless steel nails. '
1/6 �.� SHEET NUMBER
1/10 1.11
D A�,C
. :..;
' �� T,'� S
i deflectionre 10cat
°f the rafter below the rafter tOcat
ies may exceed 3/4 jnc awhen re dditionai cans consideration. one-third (� 1 4��;.
y Note:Latera is greater than 2 feet and may q - (]
g or when He g AMERICAN WOOD COUNCIL
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the top plate-to-roof ridge height,H8, AMERICAN WOOD COUNCIL
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INSTRUCTIONS FOR THE INSTALLER
A.ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON(WOOD
CONSTRUCTION CATALOG-C-2003).INCORRECT FASTENER QUANTITY,SIZE,TYPE,MATERIAL,OR FINISH MAY
CAUSE THE CONNECTION TO FAIL.
GALVANIZE)STRAPPING-14"
WIDE,20 GAUGE IN ACCORDANCE DOUBLE TOP PLATE 1= B.BOLT HOLES SHALL BE AT LEAST A MINIMUM OF%2"AND NO MORE THAN A MAXIMUM OF%6"LARGER THAN THE
WITH TABLE 3.6 USE 20GAUGE x 14 STRAPS BOLTED DIAMETER(PER THE 1997 NDS,SECTION 8.1.2.1.).
ROOF FRAMING FROM CRIPPLES TO RAFTER-
12,- fOIN NAILING AS PER TABLE 3.46 C.INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE THE CONNECTION.
D.USE PROPER SAFETY EQUIPMENT.
pil, E.WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES, FOLLOW PROPER WELDING PROCEDURES AND
HEADERSAFETY PRECAUTIONS.WELDING SHOULD BE IN ACCORDANCE WITH A.W.S STANDARDS.
F.PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS.NAILEAGLE DESIGN ASSOCIATES
9.. TOOLS MAY BE USED TO INSTALL CONNECTORS,PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARECRIPPLE STUDS HTT4
I, PROPERLY INSTALLED IN THE NAIL HOLES.TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. 924 NEWBRIDGE ROAD NORTH BELLMORE, NY 11710
15 FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. PHONE#(516)731-5506 FAX#(516)826-6368
I,
EAGLEDESIGNARCHITECTS@GMAIL.COM
NO UPLIFT CONNECTOR G.JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT,AND THE GAP BETWEEN THE JOIST END AND THE
_REQUIRED__ _____ I Ii I HEADER SHALL NOT EXCEED)/8"PER ASTM TEST STANDARDS.
I—
--TI---TI---TI---TI---TI-- J
I I I I I I I I I I I Imo' . :`'
I I I I I I I FULL LENGTH H.FOR HOLDOWNS,ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS Y3 TOY TURN WITH A WRENCH,WITH IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING
RIDGE " " " " " " WALL STUDS CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE.CARE SHOULD BE TAKEN TO NOT UNDER THE DIRECTION OF THE LICENSED ARCHITECT,TO ALTER
THESE PLANS IN ANY WAY. BY ACCEPTANCE AND USE OF THESE
INCREASE LENGTH OF NAIL-TYPICALLY ' " ' " " " OVER-TORQUE THE NUT.
I i I I I I I I I I i I DOUBLE TOP PLATE TO PLANS THE OWNER!CONTRACTOR/AGENT AGREES TO LIMIT THE
LIABILITY OF EAGLE DESIGN ASSOCIATES AND EMPLOYEES DUE TO
10d WHEN INSTALLED OVER z"CDX __ I. PROVIDE NAILING FOR STRAPPING AS PER TABLE 3.413 WOOD FRAME CONSTRUCTION MANUAL-3" 10d OR 1 z"8d NEGLECT OR ACTS OF ERROR SUCH THAT THE TOTAL AGGREGATE
STRUCTURALPANEL REFER TO DETAIL OF STUD TO OVERTURNING HOLD DOWNS SHEAR WALL HOLDOWN STUD CONNECTION MINIMUM LIABILITY OF EAGLE DESIGN ASSOCIATES AND THE EMPLOYEES
SHALL NOT EXCEED THE TOTAL FEE FOR SERVICES RENDERED ON
FOUNDATION CONNECTION PROVIDE MINIMUM OF 15"EMBEDMENT IN C.M.U.UNITS SIMPSON STRONG TIE(HTT4) 20 GAUGE x 14'GALVANIZED STRAPPING @EACH THIS PROJECT.
7 FILL TOP 2 COURSES SOLID @ FOUNDATION WALL- FOR CONCRETE APPLICATIONS(FOR EXAMPLE, STUD-PROVIDE MINIMUM 12"OVERLAP ON STUD Table 3.4A Rafter and/or CeilingJoist to Top Mate Lateral and
ALSO USE TYPICAL FRAMING AN D TYPICAL-FILL ALL WEBS SOLID @ LOAD POINTS SLAB ON GRADE OR FOUNDATION) AND NAILING AS PER 3.413 Shear Connection RequirementsExposure 13
LSSU28-JOIST HANGER IN VAULTED
(Prescriptive Alternative to Table a4l)
CEILINGCONDITIONSUPLIFT CONNECTIONS
SEE PLANS FOR LOCATION INDICATED AS ® (.H.D.) ......................... .. .... ...... .....
FOR OPENINGS PROVIDE 7"DEPTH OF ANCHOR BOLTS IN 70t1rondWind
jus Speed
1 POURED CONCRETE FOUNDATION WALL- 3 second gust m h
wall 110 1255 120 2303 142# 2So 162} 170 18£3 195
MINIMUM 9 15 Rafter/CeilingJoist Heigh Number of Bid Common Nails or10dBox Nails(Toenaiied
Height UJ
Spacing(Irr.) ftp Required In Each Ref#Her andJ€rr Cel€ir€g foist to Tap Plate Cnnnectiore .°
8 2 2 2 2 3 3 3 a 3 � /"�
22 '' 41 J
10 2 2 2 2 3 3 3 3 3 s h'
14"x 20 GAUGE METAL 16 8 2 2 3 3 3 3 3 3 3 ` V
STRAP,MINIMUM OF 12" 10 2 2 2 3 3 3 3 3 3 4
ON STUD SURFACE 8 3 3 3 4 s s 5 5 s 5
f� 2 00
10 3 3 3 4 5 5 5 S 6
1 Prescriptive limits are based ori assumptions in Table 3.4. 0 /'T1
NAILING AS PER TABLE 3.36 12" CUT 2 When c�£ling),fists are ir=stalled parallel to rafters,the sura of the toenails in the rafter and ceilir.joist shall erua?or exceed � CO
LENGTH the tabulated number of nails required,
_Z
3 To avoid splitting,no rmare than 2 toenails Fhall be installer)in each side of a rafter or ceiling joist wheri,fastene£1 to a 2x4 0 r� 1
p p to a 2xfa top late, '^
to late or 3 ttaena'Is in each sine schen festered P r' Q0
Where tan plate-to-ridge heights exceed 10�`,theyshall be adjusted as fo€`avrs: , ^
CLEAR wall Height S`_,.. 10' � W
� L1 ,
-15
SPA e"ANCHOR BOLTS TO BE 36"O.C.WITH
7"MINIMUM EMBEDMENT INTO U Tap Plate to Ridge Adjustment factor Z
Height(ft)
POURED CONCRETE,15"EMBEDMENT ; . 00 100 1�
25` 1.25 1,25
INTO C.M.U.TOP TWO COURSES J
12" .� i1 .�."�; FILLED SOLID,USE 3"x3"SQUARE Z ztl' z,a€� 1,1103
PROVIDE MINIMUM 8" '�. •. WASHER&AS PER WOOD FRAME
END DISTANCE :, i' CONSTRUCTION MANUAL 3.2.1.7
_
UJ 0
*' ~ �/ / C)
EQUAL NUMBER OF SPECIFIED •+• ,-��� ����
xposure
NAILS IN EACH END ,, �"•
Table;LSA Top�iftt$�etttrlftt date�t3��111 Lateral ennecfiiclrl�
for Wind Loads
(€.resc ri.ptiv<.Aft.�mri.t£ to T At�ira 3..5
STUD TO STUD
® ' 0 00
STUD TO FOUNDATION CONNECTION3-second
gust( ph W C�
3-second gust(Mph) 210 2211 120 130 14f} 150 160 17d 280 19ra \
ed
CONNECTION ROOF CONNECTION DETAIL FLOOR TO FLOOR Stud d-
t D 14'x 20 GAUGE GALVANIZED STRAPPING \
14"x 20 GAUGE GALVANIZED Spacing Wal€Height(ff) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connectionr•Z
STRAPPING WITH 8d COMMON NAILS WRAP&NAIL STRAP AROUND SILL PLATE, F 0 R NON-ALIGNMENT QQ 0 F CONNECTION (im) I W
EACH STUD AS PER TABLE 3.46 PROVIDE BARRIER OF MINIMUM LUMBER 0#FELT BETWEEN STRAPPING AND ACQ. ROOF RAFTER & STUD SEE PLANS FOR LOCATION INDICATED 8 2 2 2 2 2 z 2 2 2 2
10 2 2 2 2 2 2 2 2 2 2
STRAPPING
TABLE 3.46 STEEL STRAPS EMBEDDPED UNDER TEDMN OR N CONTAPLATE AND ILED CT WATHPER AS ® (H.D.) 2 2 2
06
14 x 20 GAUGE GALVANIZED STRAPPING @EACH RAFTER 2 2 2
WALL TO WALL CONNECTION IN ACCORDANCE NAILED AS PER TABLE 3.46 FACE MOUNT HANGER 1z4 2 p 2 2 2..: 2 ' :.2 3'
CONCRETE SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR
WITH 3.2.2.2-WHEN STUDS DO NOT ALIGN THEN SIMPSON STRONG-TIE(LUS) 2
26. 2 2 ^:< 2 2 2 2 2
MANUFACTURED FROM GALVANIZED STEEL SET BY USING ASTMA90 LUS26,LUS28,LUS26-2,LUS28-2,LUS210,LUS210-2 18 z 2 2 2 2 2 2 2 3 3 _
STUDS SHALL BE ATTACHED TO A COMMON TRIPLE SPOT TEST 2s 2 2 2 2 a 2 2 3 3 �---
MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT 3
CONNECTIONS IN ACCORDANCE WITH TABLE 3.3 2
13 8 2 2 2 2 2 2 2 2 2
SPACE BOLTS AS PER TABLE 3.213 AND IN ACCORDANCE WITH WOOD FRAME 6 1 p 16 10 2 2 2 2 2 2 2 2 2 3
:.
N TRUCTION MANUAL 3.2.1.7 AND AS PER BUILDING HEIGHT/ROOF PITCH 4.3.1.3.1 12" ::: 2 ,2 ;
16 14 2 Z::': 2 .. 13
16 r 2 2[.. co
WOt;}LrMEMBER 18 2 2 2 2 2 3 3 3 4 4
FOR HOLD-DOWN 20 2 2 2 ? 2 3 3 3 4 5 z
i 8 2 2 2 2 2 2 2 3 3 3
n 1 h 20 2 2 2 2 2 2 3 3 4
= i3 ... 3: ,. ..
'
SIMPSON HD or I s ENDWALL
• I I Slh°IPSOI`,l pHD , CORNERSTUD 24 14 '
2 2 .:, � 2, 3 3 4 , 4 ., 4
UJ3 4 4 f
to I I ° jY 18 2 2 2 3 3 4 5 5 5 O
c o• �• 20 2 2 3 3 4 4 .5 5 6 i M
O G 0 � ` /
3 I • I 4 � r 2 Prescriptive limits are based on assumptions in Table 3.5,
2 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for frarn rng not located L, ^J
within 8 feet of corners. � L J O
.: , f .�..�• .�•,.
Il( STUD TO SILL PLATE ylf�lIST ®— co
14"x 20 GAUGE STRAPS TO RUN FROM CAP Table •6 Ridge Connection Requirements for heft µ W
STUDS DOWN&AROUND BOTTOM PLATES Exposure
SIMPSON STRONG TIE-BC t m (Dee I_c,t 3 A sse€r ptions. :Reef Asse mrrly(Y_=10 psi)
POST BANE BETWEEN PLATES&FOUNDATION& POST CAP SERIES FACE MOUNT THREADED ROD 700 yr Wind Speed
SIMPSON STRONG-TIE(ABA-44 NAILED AS PER TABLE 3.413 PROVIDING A FROM TOP TQ 110 115 120 130 14a 150 160 170 ISO 195
MINIMUM OVERLAP OF 12"ON STUDS HANGER - SKEWED BOTTOM sse`°,.d�ustlmrrh)
AT SLAB ON GRADE APPLICATIONS SIMPSON STRONG-TIE LS70 HOLD-DC3Vi NS Roof Pitch Roof Spa" sok
MINIMUM OF 2"0 ANCHOR BOLT WITH ( ) ( ) ti<I Required Capacity R"1ge Cormertlon(pffji
CL
MINIMUM OF7 EMBEDMENT IN POURED TYPICAL CONNECTION FLOOR
12 77 41 105 135 159 205 243 234 327 3;'7
CONCRETE 15 IN MASONRY BLOCK FILL
16 103 121 141 182 225 274 325 379 436 329
WEBS TO FLOOR AT CORNER FOR 2
SOLID POST BASE/LOAD POINTS 3 11 14 a t xs;;: sz 275 ~� .. a3z 4a 4't¢v,.. 473 545
3:22 :'' 24,.., '.134 t�82 212, 2 ;.. �,� 42J 487 5'53 ''`ea4 793
STORY CONSTRUCTION 1 zz 31a fi' 73 92' DESIGN SHALL BE IN COMPLIANCE WITH
32 20£6 243 291 355 452 547 649 758 &73 1057 RESIDENTIAL& BUILDING CODE OF NEW YORK
36 2>1 273 316 41 sae 615 73-, Gsz 982 1150 STATE 2020 EDITION, THE 2018 WOOD FRAME
12 65 77a 113 135 15a 199 231 265 321 CONSTRUCTION MANUAL,AND THE 2014 NFPA
16 11.'.. 102 118 150 10-6 224 263 30# 334 428
20 W9JOIST HANGER
17` :° 2 2J 331 3� r, ' STANDARD 70, STANDARD 70, ENERGY CODE
PROVIDE BLOCKING-\ 4:12 xx 231 1 176 276 ,:2-3 ; .1s 5a 643' STANDARD IECC RESIDENTIAL PROVISIONS
zs 153;`:. 175 .,,206 2=. ;> 325 : 392 4,A, 62b 75�° CHAPTER 11 REFERENCE
32 174 2034 235 301 572 443 5.120 517 7019 8117
SIMPSON HD or 644 797 964
N SIMPSON PHC} 1z 51 60 69 $$ 1£59 132 155 fez a0r 1153
�- 0 36 156 230 264 3; 109 132 56 REVISIONS:
0 16 58 so 92 110- 145 176 222E 242 2779 337
o 20 as X35 Viµ+ .. Y82 22w= 256 30'3 SSR X21
5:12 `24 : '2t3z ,. 119.::;:' 1.38 : 277 Z1�s <ii4 322 .3S/ 4153
Z ::
08/01 /23
28 :19 :139:1'' 151 5 25.5 83`5 � 424 488 3 C.
8" MIN. SIMPSON STRONG-TIE H2.5 " :� 32 136 159 184 236 292 352 415 483 557 574
0
nl o I ✓' 36 1s3 179 2707 255 328 3q6 46.88 S45 627 753
STRAP @EACH r 12 4.g 55 63 $1 473 119 141 154 35M 227
STUD # o 16 63 74 as 1'3 133 159 188 218 Z50 3011
o`0 20 79 tt':92 1.15 x:,, 1:256 1'34 238 '173 :0.31'3 378
SIMPSON STRONG-TIE H2
24 35 111 ' 227
.. 282 199 Y',3 X32 'f7 37fi 4.";a
ADJUSTABLE HANGER 32 : 111' 148 14$
1 '.;. 232 279 323 .382 433. 329 ...
32 127 14e 155 215 265 319 37E: 435 3021 6215
SIMPSON STRONG-TIE(LSSU26) t 36 143 166 190 242 293 .8,53 42.3 491 5e✓+ 680
FLOOR TO FLOOR_ ROOF CONNECTION DETAIL -2"x8", "x 0° 12 49 55 62 0 44 112 176 135 173 ZP1
LSSU28-2"x 8",2"x 10",2"x 12"' 26 611 73 $2 12 1211 149 175 2� 233 CONNECTION DETAILS
CONNECTION TYPICAL HIPS AND VALLEYS AND WITH ALL i55 x57 z20 2s; "% 351
FOR ALIGNMENT OF ROOF @ 712.2212 24 Ott 1141 123 133 187 2?4 26a 305 VP 421
(CANTILEVER CONDITIONS) CEILINGS 28 11a 12 : 144 i7s: 2t& : 261 M7 356 4£30 491
20 GAUGE1�"STRAPPINGATFLOORJOISTTO RAFTER & STUD TYPICAL CONNECTION FOR JOIST CONNECTION TO 32 147 147 184 229 250 336 351 437 466 3�2 �
36 147 165 183 229 281 338 3911 4118 523 6,32 �
MAINTAIN CONTINUOUS LOAD PATH AS REQUIRED 14'-"x 20 GAUGE GALVANIZED STRAPPING 1 (oleo€aced conneclian req£,£:ements shalt t perr e°ed to to rnuitiP€:ed by e.70 for frau sng not iocatmt vait4S 3 feet of vJ..i :ngcr 78075
FLOOR TO FLOOR AT GIRDER
BY WOOD FRAME CONSTRUCTION MANUAL Z Tabutated connecho:repwrements are used on total up`:=ft mint;;the roof assembly dead ioad of 6 psf 4=6 x Iv pd-6 psfl. �rGRED Aq �✓ SHEET N U M B E R
SECTION 3.2-NAIL AS PER TABLE 3.413 WHEN RAFTERS DO NOT FALL IN LINE WITH STUDS BELOW TWIST STRAPPING 3 Tabulates#connect.on to^,wremerit5 are bases on a 1z trach r:�ig>_c€tnnectior.spacing,for diff�r�rt ridge carnect:on sr.aeiag.miAtiwv �S
CANTILEVER the tabulated Ja`3es tv the a,£rraonate rr,�ttplier below: � � -
--
RAFTERSSHALL BE ATTACHED TO THE WALL TOP PLATE AND THE tabulated
PROVIDE DOUBLE STUDS FOR ATTACHMENT OF SHEAR i n,
WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD OF RidgeCcxxnect€rn sparingtin.} 12 16 10,2 24 48 v .f 9
WALL HARDWARE-PROVIDE MINIMUM NAILING OF 2-16d \
UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.46 SEE °� Ps uttiptier 1 cr> 1 33 1.150 z.c :00 $ ?°t`
{{ l;
DETAIL 10 ON THIS PAGE 10"O.C.MINIMUM FOR DOUBLE STUD-NOT FOR 4 For jack rahtr uplift connect; ns,use a rucfsisao equal totwice the jack ra ter:e£-gth, e34ck ranter length irio.;ees the cveow,g y
ATTACHMENT OF HARDWARE length and the iick span;, f� N y0� 0C
'•4 f
�O N yN
4 8 12 18 19 8
1 2 3 4 5 6 7 8 9
INSTALL 1"RIGID INSULATION CUT TO
FIT BETWEEN THE RAFTERS.FOAM
SEAL BOTH SIDES ALONG RAFTER
WITH EXPANDING FOAM SEALANT.
MAINTAIN EQUAL VENT SPADE FOR INTERIOR CONDITION ROOM ABOVE INTERIOR CONDITION ROOM ABOVE INTERIOR CONDITION ROOM ABOVE
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ASSEMBWALL LY SOFFIT ASSEMBLY ASSEMBLY AT EXTERIOR WALLTO EAGLE DESIGN ASSOCIATES
INSULATED DEMISING WALL INSULATED DEMISING WALL INSULATED DEMISING WALL CONTINUOUS BEAD OF - CONTINUOUS BEAD 924 NEWBRIDGE ROAD NORTH BELLMORE, NY 11710
12"RIGID INSULATION 12"RIGID INSULATION
1"x3"SLEEPERS 16"OC 2"x2"SLEEPERS 16"OC 2"x4"SLEEPERS 16"OC SEALANT WOOD FRAME WOOD FRAME OF SEALANTSOFFIT ASSEMBLY SOFFIT ASSEMBLY LADDER BLOCKING
EXTERIOR INSULATED WALL EXTERIOR INSULATED WALL INTERIOR CABINETRY PHONE# (516)731-5506 FAX# (516)826-6368
INTERIOR CONDITIONED GARAGE INTERIOR CONDITIONED GARAGE INTERIOR CONDITIONED GARAGE INTERIOR CABINETRY EXTERIOR INSULATED EAGLEDESIGNARCHITECTS@GMAIL.COM
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