HomeMy WebLinkAbout46254-Z OS�FEO Town of Southold 12/5/2022
1` P.O.Box 1179
oF 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43636 Date: 11/29/2022
THIS CERTIFIES that the building ALTERATION
Location of Property: 365 Jasmine Ln., Southold
SCTM#: 473889 Sec/Block/Lot: 70.-1-6.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/28/2021 pursuant to which Building Permit No. 46254 dated 5/14/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
interior alterations to existing single-family dwellin ags applied for.
The certificate is issued to Von Feldt,Brandon&Tomkins,Bianca
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46254 9/13/2022
PLUMBERS CERTIFICATION DATED 9/9/2022 11twngton
th i ed ' nature
�SUEFot�-c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y x 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#: 46254 Date: 5/14/2021
Permission is hereby granted to:
Von Feldt, Brandon
764 Metropolitan Ave Apt PHA
Brooklyn, NY 11211
To: construct interior alterations to existing single-family dwelling as applied for.
At premises located at:
365 Jasmine Ln., Southold
SCTM # 473889
Sec/Block/Lot# 70.-1-6.3
Pursuant to application dated 4/28/2021 and approved by the Building Inspector.
To expire on 11/13/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $261.60
CO-ALTERATION TO DWELLING $50.00
Total: $311.60
\ ui ding Inspector
1
pF SO!/T�ol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 Q sean.deviine-town.southold.ny.us
Southold,NY 11971-0959 Q
�yCOUNTV,N
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Brandon Von Feldt
Address: 365 Jasmine Ln city:Southold st: NY zip: 11971
Building Permit#: 46254 Section: 70 Block: 1 Lot: 6.3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: KV Electric License No: 55844
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan 1
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 2 CO2 Detectors
Sub Panel A/C Blower 7 Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 4'LED Exit Fixtures Pump
Other Equipment: LED Mirror
Notes: Bath on Second Floor and New Mini Splits
Inspector Signature: Date: September 13,2022
S.Devlin-Cert Electrical Compliance Form
Town Hail Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
F.O.Box 1179
Southold,NY 11971-0959 '
BUILDING DEPARTMENT SEP 0 9 2022
TOWN OF SOUS TOL
'SOWN OFSOUTHOLD
CERTIFICATION
Date:� k -
Building Permit No. � L(
s \
Owner: �
{Please print)
Plumber: Atkl' �a.� C 1"O�
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers ig11 re)
Sworn to before me this
day of 20 a
Notary Public, ja--'=0�, Ob my
CAROL L.EmmGrON
NOTARY PUBLIC,STATE OF NEW YORK
N0.01 ED6088030
QUALIFIED IN$4FFOLK COUNTY
COMMISSION MWIRI:A MARCH-3,24i-3
ho�aOF SOUIyo� � �:�� !����IG-� N lL.i�.✓t f/�.� (moi - _
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycou631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
1
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] P E C/O [ ] RENTAL
REMARKS: f j�
V
Q M 1 tl 1,,
DATE 77 INSPECTOR
lV � oy�aOF SOUIyo
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycoulm, 631-765-1802
INSPEC ON
[ ] FOUNDATION 1ST [ ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
RE RKS:
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DATE INSPECTO
zf SO
TOWN OF SOUTHOLD BUILDING DEPT.
couffom 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULICING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: in h SJVIr-
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No I ov OA- Kto/
1/i ► Ce .2�
k 0 r\1
/1>7/AjWm
DATE '?/ INSPECTOR
i
oF souTyolo H 6 2-j5 Y �S -
# # TOWN OF SOUTHOLD BUILDING DEPT.
�ourm��'' 631-765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) M ELECTRICAL (FINAL)
[ ] CODE VIOLATION Cl PRE C/O [ ] RENTAL
REMARKS: !'a .
DATE / INSPECTOR
Of SOUjyo6
f # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm��' 631-765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINALS
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
0 �'+�C/
DATE INSPECTOR
.t
mil
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FOUNDATION(IST):-
• 1 • 1
�We ff
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ROUGH FRAMING&
PLUTPIN.G.'
INSULATIi
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STATE'ENERGY CODE
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o�SUf�at��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
'Town Hall Annex 54375 Main Road P.O.Box 1179 Southold NY 11971-0959
x
Telephone 631 765-1802 Fax 631 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
4
or ffice Use Only
�,j is __�_•r
PERMIT NO. Building inspector: APR a8 202
4
A Iteations;and forms must.befilled-outin;their•Yentiret Incorri late
PI?. Y. P ',�..
Akl�r,{. r;,i' St?
a licatibM'will not be acce p ted: Where the A licant isnot the owner an j;4_:,;:
pP P PP �,
k
Owner's Authorization-form(Page 2)sha!!.i ,combIdted.
Date: P 'l ZI "1.r. r, �C.A-• )JI
OWNER(S)OF PROPERTY: -
Name: SCTM#1000-
. .
7.6
r
Project Address: L '
:e
Phone# Email:
-- _
Mailing Address:
CONTACT PERSON_:
Name:
Mailing Address:
Phone#: (e( ' arA � �� -- - - _ Email:, TcJcrn �� �• 1.1 r
DESIGN PROFESSIONAL INFORMATION:
j ,
Name:
Mailing Address: I-)-C-)D �-
v� ,
Phone#: �j / Email: •�p
O R _
C NT ACTORINF
FORMATION:
a
•
Name:
Mailing Address:
Phone#: Email:
t
DESC T O ,O RIPT I N F P 1.:
ROPOSEDCONSTRUCTION��.
El New Structure ❑Addition VAlteration ❑Repair ❑Demolition Estia;ae�l Cost of Project:
11 other - . $ `�(�60
Will the lot be re-graded?. DYes 1�No Will excess fill be removed from,premises? ❑Yes.E�4qo
PROPERTY INFORMATION--
Existing
NFORMATION Existing use of property: �� j % Intended use of property:__ ----
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect"to
9u/� �� �� this property? ❑Yes [�No IF YES, PROVIDE A COPY.
f Check Box.Aftbr Reading:-The owner/contractor/design professional is responsible.foi+li drainage.and-stormwiater issues as provided by
Chapter 236 df.the'Town Code.APPUCAMON IS HEREBY MADE-to ADE -Department for the issuance.of a Building:Peimit pursdant.to the Building Zone
Ordinance of_the,Town of Southold,suffotk,'County;New York'and odler"applicable tains;ordinances or Regular ions;for.tfie construction of buifdfing's�
additions,.alteratiions or for removal or demolition as herein-described.The applicant agrees to comply with all applicable laik+ ordinances,building code,
housing code and.regulitions and,to.admit authorin4inspectors on premises Iand in buildings)for necessary inspections False statements made herein are
punishable'as.a`Class A misdemeanor pursuant to Section ZSO 45 of the New Yolk State-P,enal taw_.
Application Submitted Bygyp,rint name • V",V� Ud'l p�(7
❑Authorized Agent Downer
Signature of Applicant: Date: l
STATE OF NEW YORK)
SS:
COUNTY OF 5JrPo
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
. -- (Contractor,Agent,Corporate Officer,etc.)
of said owner or'owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
�a day of Vl l ,20 Z
Notary Public
CAROLINE M MACARTHUR
PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC-STATE 6 NEW YORK
Where the Ilcant is not the owner No.d i Suffolk
6 o
( pp � Qualified in Suffolk County
My Commission Expires 12-17-2022
I, residing at
;
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
�j;5�- tlfFOL," BUILDING DEPARTMENT- Electrical Inspector
42
TOWN OF SOUTHOLD
4 Town Hall Annex- 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(cDsoutholdtownny.gov �- seandC@_southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:- - (3 2Z
Company Name: 61,
Name:
License No.: email:
Phone No: -(fKV ❑I request an email copy of Certificate of Compliance
Address.: 40
JOE SITE INFORMATION (All Information Required)
Name: �cv>�.
Address:
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot: F
BRIEF DESCRIP CnIN OF WORK (Please Print-Clearly)
�
/ c4-- J J
Check All That Apply:
Is job ready for inspection?: DYES ONO ❑Rough In ❑Final
Do you need a Temp Certificate?: ❑YES ❑NO Issued On
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
# Underground Laterals ❑1 ❑2,,, ❑H Frame❑Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
4 ' O6
C� 0
Electrical Inspection Form 2020.xlsx
V _x
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
dC=
Town Hall Annex - 54375 Main Road - PO Box 1179
o r7ly Southold, New York 11971-0959 _
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(cbsoutholdtownny.gov - seand(@-southoldtownnV.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: `
Company Name: L
Name:
License No.: �� email:
Phone No: ❑I request an email copy of Certificate of Compliance
Address.: , 46 ���t �, 43 e fa if4,l iv f
JOB SITE INFORMATION (All Information Required)
Name:
Address:
Cross Street: IIA
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Check All That Apply:
Is job ready for inspection?: -]YES ❑NO ❑Rough In ❑Final
Do you need a Temp Certificate?: DYES —]NO Issued On
Temp Information: (All information required)
Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter#
❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead
# Underground Laterals ❑l ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N
Additional Information:
PAYMENT DUE WITH APPLICATION
0)
Electrical Inspection Form 2020.xlsx �`� \U
PERMIT # Address:
Switches
Outlets `
GFI's I
Surface
Sconces
H H's I
UC Lts
Fans Fridge HW
Exhaust Oven W/D
Smokes DW Mini
Carbon Micro Generator
Combo Cooktop Transfer
AC AH lI Hood Service
Amps Have Used
Special: LT) (01 1 G/� /
rJ
Comments
TRANS® MITSUBISHI
ELECTRIC
OUTDOORUNIT
No. OBHT702
SERVICE MR410A
Models
NTXMMX20Al22AA
NTXMMX24A132AA
NTXMMX30Al32AA Indoor unit service manual
NTXWPH•A Series (OBHT683)
NTXMMX36A142AA NTX(Y)WST•A Series (OBHT732)
NTXMMX42A152AA NTXFKS•A Series (OBHT752)
NTXMPH2OA122AA NTXCKS•A Series (OCHT669)
PLA-A-EA Series (OCH640)
NTXMPH24A132AA NTXDKS•A Series
NTXMPH30A132AA PEAD-A-AA Series
PCA-A-KA Series (OCH455)
NTXAMT•A Series
_ = CONTENTS
C TECHNICAL CHANGES..................................4''_
2. PART NAMES AND FUNCTIONS................ ..r-5,.
3. SPECIFICATION.......................::................:::....'6.
4. NOISE CRITERIA CURVES•••••r••••••••••r•••••••••14
5. OUTLINES AND DIMENSIONS .•.••.•••.•.•••••.•.16., -
6.WIRING DIAGRAM............::'.....,.....................:22 .,'
' 7. REFRIGERANT SYSTEM DIAGRAM•••••.••.••••28
...............................................................41 -
8. DAT'A-- �
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12. DISASSEMBLY INSTRUCTIONS............ 94`
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ZONINO INFORMATION � -'--_ Ofi��. D AS NOTEDDATB.P.# TODD OONNEL , IITO1�1N OF SOUTHOLD -"'-- 1200 Veterans Memorial Highwaapm -_ FEE: BY: Suite 120
L' �-D.�:P.FT AT Hauppauge;NY 11788
765-1802 8 AM TO 4 PM FOR 1 E _��`x•70'
SECTION: �0 E�LOGK: OI LOTS : h.5 � FOLLOWING INSPECTIONS: 8(631)65(7-6666
' 1. FOUNDATION - T'NO RE F(631)650-6667
REQUIRED C(516)658-0325
FOR' POURED CONCRETE REQUIRED EXISTINC PROPOS D 2. ROUGH - FRAMING & PLUMBING ,.. A ..
LOT AREA10,000 50.FT. 45,047 SQ.FT. NO GHANOE I s. INSULATION I my
I DTH 80 ET. 88.25 ET. NO GHANO E 4. FINAL - CONSTRUCTION MUST I
LOT W `:_ri
� J �o•oo
_ BE COMPLETE FOR C.O. I
ALL CONSTRUCTION SHALL MEET THE
LOT DEi�TH 100 FT. 111.45 1=T. NO CHANGE RE UI
O REMENTS OF THE CODES OF NEW
I=RONY YARD 55 1=T. 41.4 1=T. NO CHANGE � �
' YORK STATE. NOT RESPONSIBLE FOR
(y DESIGN OR CONSTRUCTION ERRORS. I
REAR YAfRO 55 ET. 52.1-1 ET. NO GHANOE ' .ON. o
S 1 DE YARD (MIN) 15 ET. 10.41 ET. NO GHANOEfen ( /
SIDE YARD (AQO) 25 ET. 45.5 ET. NO GHANOE W ' ,bo
OFF-STREET PARKING 2 N/A NO CHANGE �- ICOMPLY WITH ALL CODES OF/
LAND ARS=A YIELD 10,000 50. ET. (0,218.12 NO GHANOE Z ' CONSERVATION NEW YORK STATE & TOWN COD .I '4
I AS REQUIRED AND CONDITIONSNEW
ffl c� Tuni ' J ZBA � 1'n
OFD`fl NC EX, DECK
34. I
� 8r' -
' 10.49 -Si STE O O
= ' , 10
ANTROOOM 35.3 m EASEMENT N. DEQ I mm� <
LTERATIONS
2 STORY
DWELLING Z
I / O
' n }TION z
CLIMATIC ,4,ND CcEOORAPHIG DESIGN CRITERIA ' _
I ELCTRICAL
TABLE 8501.20) _
OCCUPANCY OR
1 � IP�ISPEf�TIOM REQLIIRE.D
WIND DESIGN SUBJECT TO DAMAGE n/ 1 ,qjt� i { J��n( I
FROM 1� '
U--
IS UI�+!f._!iN'd VL °
t) Fv�00
GROUND SPEED r0POG SPECIAL WIND SEISMIC ' w U
SNOW H IZAPHIG WIND BORN DESIGN o Q N F
A G ROS RMITE INTER ICE FLOOD AIR MEAN N O -r Q O
d VyE THERIN F T LINE TE W m ' Y!' I I !i`�J li.�,� V E l"�t t I t i 11 C'1 1 L., ,� f ��������
LOAD I=FFECT5 REGION DEBRIS CATEGORY a DEPTH 12 D-51ON BARRIER HAZARDS Q FREEZING ANNUAL , OCC1 r' I `P V m �`F t 1 2_K w [0
k ZONE f TEMP a REQUIRED h INDEX TEMP N I I ALL P q
' &WATER Lit V,o z Q° �
50 150vult NO INO I MILE @ BOF 3 FT MOD TO FLOOD
TMT_1NG•. � u, �� v
SEVERE BFC. HEAVY 15 YES FOOD 1500 OR 55.4 I � 0 p�_
FROM COAST MAP Ess R=�5.00� PLUMBER CERTIFICATION , `..g�� to
� R-3 ON LEAD C:UNTENT BEFORE Q��°o�°� � o
n �I.46 _ , _ , CERTIFICATE OF OCCUPANCY / �0 ° a w z ~
MANUEL J DESIGN CRITERIA �,. L=44 R=321.43' L-41.51 _L_L_-,-►.83 �����,Q�o��}
�-►_ q3 _ -- - - ___ SOLDER USED 1 N WATER �
WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE L=51.96 - _ )
ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE N, o - ��- R=369.-I9 ��- SUPPLY SYSTEM CANNOT
77 00'00" y� N 14°16'50" E L=119. 2' ��-� o Q o co
------ ------ 23$.0'
_ __ EXCEED 240 OF 1 /o LEAD. um►�.woa�o_-,�
JASMINE LANE
COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY
R=25.00' Miz
TEMPERATURE VELOCITY VELOCITY WET BULB �- _ - -�3�•2�' ~N w< ~ O
DIFFERENCE HEATINO COOLING
pQz IN
M4 Lu<
TO THE BEST OF MY KNOWLEDOE, BELIEF AND
PROFESSIONAL. JUDGEMENT, THESE PLANS I=L.OT fDLAN
AND/OR 5PE0II-I0ATION5 ARE IIN COMPLIANCE V_ Y a
NITH THE O O I G:
SCALE: Il" = 20'-0"
2020 RESIDENTIAL CODE OF NEW YORK STATE
PUBLICATION NOVEMBER 2019
2020 RESIDENTIAL CODE OF NEW YORK STATE
CHAPTERS 12-:25 FOR MECHANICAL SYSTEMS
Z
2020 RESIDENTIAL CODE OF NEW YORK STATE W
CHAPTERS 24 FOR FUEL 4 GAS SYSTEMS U z
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2020 RESIDENTIAL GODS OF NEW YORK STATE � t-
CHAPTERS 25-33 FOR PLUMBING SYSTEMS zo
2020 RESIDENTIAL CODE OF NEW YORK STATE I T I T O
CHAPTERS 34-42 FOR ELECTRICAL SYSTEMSz z
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2020 ENERGY z
CONSERVATION GODS OF NEW YORK STATE T T ( �
AS ADOPTED L�IITH THE 2018 IEGG NS O p w O
ALTHE PROJECT COMPLIANCE METHOD CHOSEN 15 TOTAL
UA-ALTERNATIVE AND A RESCHECK HAS BEEN SUBMITTED n n
WITH THESE DRAWINGS.
O O O Q
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GENERAL NOTES DEMOLITION NOTES: U
I. ALL HABITABLE fZOOM5 AND CORRIDORS SHALL BE SUPPLIED WITH 7. ALL NEW DOOR 4 WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON 17. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, PROVIDE Z
I. REMOVE PARTITIONS SHOWN TO BE REMOVED A5 NOTED ON DWGS.-
FIRE/SMOKE AND CARBON MONOXIDE DETECTORS WITH BATTERY BACKUP FIRST FLOOR (6-a" V.I.F.) AND NEW SECOND FLOOR AT 6-a" - UNLESS 12 GAGE GALVANIZED STEEL JOIST HANGERS AND STRAPS AND WHERE WOOD SHORE AS REQ D AT LOAD BEARING PARTITIONS O Z IU F
AS PER NFPA '12 AND 2015 OTHERWISE NOTED BEAMS FRAME INTO OTHER WOOD BEAMS, PROVIDE -1 GAGE GALVANIZED _ LU Z ly
INTERNATIONAL BUILDING GODS
STEEL SADDLE TYPE HANGER BOLTED THROUGH BEAMS- ALL HANGERS, 2. CONTRACTOR SHALL BE CAREFUL AS TO NOT DAMAGE EXISTING SEG. 8314 AND 8315. EXISTING DWELLING UNDERGOING REPAIR,ALTERATION, b. ALL WET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVE Y2 GEMENT STRAPS, ANCHORS, ETC. SHALL BE MANUFACTURED BY SIMPSON STRONG TIE. CONSTRUCTION THAT REMAIN AND SHALL REPAIR ANY OF THE5E DAMAGES
BD. AND ALL OTHER AREAS IN BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVE
AND/OR ADDITION SHALL BE PROVIDE WITH SMOKE ALARMS AS PER la. ALL ENGINEERED LAMINATED WOOD BEAMS SHALL BE MANUFACTURED BY AS REQUIRED.
APPENDIX . CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH y2 MOISTURE RESISTANT GYP. BD. GEORGIA-PACIFIC AND SHALL BE IN57ALLEID AS PER MANUFACTURE'S WRITTEN 3. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR REMOVE (A5 REa-D) ALL Z
SECTION 915 OF THE 2015 INTERNATIONAL FIRE CODE ( CARBON MONOXIDE q• ALL FRAMING SHALL COMPLY WITH THE 2001 WOOD FRAME CONSTRUCTION INSTRUCTIONS AND SPECIFICATIONS OR APPROVED EQUAL. EXISTING ELECTRICAL, PLUMBING AND HEATING LINES THAT INTERFERE WITH �/ Z
ALARM TO BE PROVIDE ON EACH FLOOR WITHIN 15 FEET OF SLEEPING MANUAL. 19. NEW FIRST/SECOND FLOOR AND EXISTING FIRST/SECOND FLOOR TO NEW CONSTRUCTION. !�
AREA, ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) ALIGN-FIRST FLOOR FINISH FLOOR 15 TO BE REPLACED WITH NEW AS 1-1
10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE ACCO LUMBER-U.O.N. REQUIRED. VERIFY AND COORDINATE FINISH FLOOR MATERIAL W/ OWNER. 4. REMOVE ALL EXISTING SIDING, PREP AND MODIFY FOR NEV
2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE CONSTRUCTION n, O
WITH THE LATEST EDITION OF THE N.E.G. 11. ALL ELECTRIC. TO REMAIN AND MODIFIED TO ACCOMMODATE NEW NEW SECOND FLOOR FLOOR FINISHES TO BE COORDINATED WITH OWNER 1L
CONSTRUCTION. FINAL ELECTRIC TO BE DETERMINE IN THE FIELD 5. REMOVE EX. ROOF AND CEILING CONSTRUCTION WHERE RECUIRED - --I
3. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE 24. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE
; 12. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE PREP AND MODIFY CONSTRUCTION TO RECEIVE NEW ROOF CONSTRUCTION ul
GENERAL CONTRACTOR AND REPORT ANY DISCREPANCIES TO ARCHITECT 51MP50N STRONG TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED NEW CONSTRUCTION. NEW ELECTRIC TO BE INSTALL IN NEW ADDITION. AND NEW SECOND FLOOR
PRIOR TO START OR CONTINUATION OF WORK AS PER MANUFACTURE WRITTEN INSTRUCTIONS- UNLESS OTHERWISE NOTED FINAL ELECTRIC, TO BE DETERMINE IN THE FIELD l�
6. EXISTING FOUNDATION TO REMAIN AND MODIFY- SAWGUT A5 SHOWN ADD
4. NO GALV. NAILS OR CONNECTORS IN A00. LUMBER ARE PERMITTED. 13. ALL ENGINEERED LUMBER TO BE CLAPPED AND SEAL AS REQUIRED TO 25. ALL PLUMBING TO REMAIN AND MODIFIED TO ACCOMMODATE AS REQUIRED- PREP FOR NEW CONSTRUCTION IA Z m
ALL CONNECTORS ,AND FASTENERS FOR AGO LUMBER MUST BE STAINLESS PROTECT AGAINST THE WEATHER ENVIRONMENT NEW CONSTRUCTION. NEW PLUMBING TO BE INSTALL IN NEW
STEEL OR HOT DIPPED GALVANIZED 0-185. 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2Xa HEADERS - UNLESS ADDITION. FINAL PLUMBING TO BE DETERMINE IN THE FIELD Z
5. AS PER N.Y.S. GODS SEG. R510 EACH HABITABLE ROOM SHALL HAVE AT OTHERWISE NOTED- PACK OUT HEADERS TO FIT IN WALL AS REQUIRED
LEAST ONE OPERA13LE WINDOW FOR EMERGENCY EGRESS WITH A MINIMUM 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL
CLEAR OPENING OF 5.7 SCS. FT. (GRADE FLOOR OPENINGS SHALL HAVE A RECEIVE (2) 2X10 HEADERS-UNLESS OTHERWISE NOTED
MINIMUM CLEAR OPI=NING OF 5.0 SCS. FT.). THE MIN. HT. OF OPENINGS TO BE
24" AND MINIMUM WIDTH TO BE 20" AND THE BOTTOM OF OPENINGS NO I6. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 400 SERIES - iu
M
HIGHER THAN 3'-a" A.F.F. WHITE FRAME- TRIPLE PANE- LOW-E- WITH GRILLES- COORDINATE WITH N z0 X_
OWNER- MODEL NUMBERS ARE DESIGNATED ON PLAN- INSTALL ACCORDING N z
6. ALL WOOD POSTS SHALL BE BUILT UP WITH (2) 2X4'5 NAILED TOGETHER TO MANUFACTURE SPECIFICATIONS p ' Q tb
W/ IOd NAILS @ a" O.G. UNLESS OTHERWISE NOTED
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TODD ^CON ELL,AIA
1200Veterans Memorial Highway
Suite 120
Hauppauge,NY 11788
P(631)650-6666
F(631)650-6667
C(516)658-0325
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— — — EXIST. CONSTRUCTION TO BE REMOVED
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EXIST. CONSTRUCTION TO BE REMAIN- PATCH IAP
AND REPAIR TO NEW CONDITION AS REQUIRED /'q �"
TODD®'C KNELL,AEA
1200 Veterans Memorial Highway
NEW POURED CONCRETE Suite 120
Hauppauge,NY 11788
P(631)650-6666
F(631)650-6667
NEW INTERIOR WALLS CONSTRUCTION -2" X 4" C(516)658-0325
WOOD STUDS 16" O.G. 1/2" INTERIOR GYP. BD.
NEW PLUMBING CHASE WALLS CONSTRUCTED
OF 2"X6" WOOD STUDS a 16" O.G WITH 1/2"
MOISTURE RESISTANT GYP. BD. OR GEMENT BD.
ON WET ROOM SIDE OF STUD-
® 6"x6" POST UNLESS OTHERWISE
NOTED
SMOKE DETECTOR W/ BATTERY
BACK-UP AS PER SECT. R514 2015 I RG -�
a CARBON MONOXIDE DETECTOR
—� W/ BATTERY BACK-UP MIN 12" A.F.F. AS PER
SECT. R514 2015 IRC
POST FROM ABOVE SITTING ON BEAM m
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BEAM OR GIRDER AS NOTED ON PLAN
z #
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DENOTES EGRESS WINDOW
4" FRESH AIR VENT V Z
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I GLASS WINDOWS COORDINATE WITH OWNER STYLE AND n z�y j 9 m z)�z v
2
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MANUFACTURER PRIOR TO ORDERING ���Q� �°n m o� � 0
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FIXTURES TO 13 O —
SELECTED
EXIST.
$ I N
FIRST FIRST
FLOOR FLOORlu
I m z_
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BEDROOM BEDROOM
CONNECT TO X
EXISTING WASTE Y211 L GW -1�GLC. HT � -1v-GLC. HT ~
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BASMENT BASMENT
FLOOR FLOOR Q n n 4
0 0 o O
Q 0 EXIST. WIN.
EXIST. WIN. EXIST. WIN. EXIST. WIN.
PLUMB 1110 R I SER - NASTF_ D I AORAM FLUMB I NO R 1 SF_R - 5UPFLY D I AORAM
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
lu
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TABLE R(502.3(5) SIZE, HEIGHT AND SPAC I NO OF WOOD STUDS
TABLE 8602.3(1) TABLE 8602.3(1)
BEARING WALL5 NON-BEARING WALLS ,
FASTENINO SCHEDULE FASTENINO SCHEDULE CONTINUED MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN `
NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS LATERALLY WHEN SUPPORTING A 5UPPORTING ONE FLOOR, 5UPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY
ITE DESCRIPTION OF E3111LDING ELEMENTS OF FASTENER ap,c SPACING AND LOCATION ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER apti STUD SIZE
INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED TODD O'CO;N N E IA
EDGESh
SUPPORTS c� (INCHES) A c H I T E C T P. c.
ROOF (INCHES) HEIGHT ° (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT
(INCHES) HEIGHT g (INCHES) g (FEET) g (FEET) T
4-8d BOX(2 j"X0.113")OR WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL ASSEMBLY, ONLY (INCHES) ATTIC, ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES)
I BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-8d COMMON(2 Y2"X0.131");R TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING]
TO TOP PLATE 3-I0d BOX(2 Yz"X0.128");R bd COMMON 2"X0.113" NAIL 5U5FLOOR,WALL TODD 'CC KNELL,AIA
3-3"X0.131"NAILS 30 s/e" -14" Bd COMMON(2Yz"XO.131")NAIL(roof);or R5R5-OI 6 12f
(2 s/"x 0.113")nail (roof) 1200Veterans Memorial Highway
4-8d BOX(2 J"X0.1139 OR Sd COMMON NAIL(2 Y2"X0.1319;or RSRS-01; 6 12f Suite 120
2 CEILING JOISTS TO TOP PLATE 3-ad COMMON(2 Y2"X0.131");OR PER JOIST,TOE NAIL 31 962 - I" (2%/'X 0.113'7 nail (roof) Hauppauge,NY 11788
3-10d SOX(2 '1X0.125");R Iod COMMON(3"X0.148')NAIL;R b 12 P(631)650-6666
3-3"X0.131' NAILS 32 1 Ye" - 1 Ya" 5d(2 Y2"X0.131'7 DEFORMED NAIL F(631)650-6667
CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER., 4-IOd BOX(3"X0.128")OR OTHER WALL SHEATHING
3 LAPS OVER PARTITIONS 3-I6d COMMON(3 Yz"X0.162");OR FACE NAIL I)5" GALVANIZED ROOFING NAIL,7(R."HEAD
(see Section R802.5.2 and Table 802.5.2) 4-3"X0.131"NAILS 33 S,STRUCTURAL CELLULOSIC FIBERBOARD 3 6
SHEATHING DIAMETER,OR I Ya°LONG Ib ga.STAPLE WITH � �1����$-����
Ne"or 1"GROWN 2X4 10 24° 161 - 24 10 16
-
CEILING JOIST ATTACHED TC PARALLEL RAFTER TABLE 8802.5.2 zs 1 °/a'GALVANIZED ROOFING NAIL,7(a"HEAD 2X6 10 24 24 16 24 20 24 .,,
4 34 /s2" STRUCTURAL CELLULO5IG FIBERBOARD DIAMETER,OR IYz'1 LONG Ib a STAPLE WITH 3 b «s "«(. "�* 4 g`•E ':�`°&i1
(HEEL JOINT)(see section Re02.5.2.and Table 8502.52) FACE NAIL SHEATHING 7(a'OR I" GROWN g
FOR 51: I INCH = 25.4 mm, I FOOT = 304.8mm
d I Ya"GALVANIZED ROOFING NAIL;STAPLE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE
4-10d BOX(3"X0.128'7 OR 35 Ya"GYPSUM SHEATHING GALVANIZED,I Yz"LONG;14"SCREWS, i SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED
5 COLLAR TIE TO RAFTER,FAGS NAIL R I Ya" X 20ga. 3-IOd COMMON(3 Yz"X0.148");OR TYPE W OR S
RIDGE STRAP TO RAFTER 4-3"x0.131" NAILS FACE NAIL EACH RAFTER d 1 s/a"GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE.
36 s/e" GYPSUM SHEATHING GALVANIZED,1 S/e"SGREw5,TYPE w OR s b. SHALL NOT BE USED IN EXTERIOR WALL5
3-I6d BOX NAILS(3�"x0.135'7 OR 2 TOE NAILS ON ONE SIDE WOOD STRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT To FRAMING G. A HABITABLE; ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO
3-IOd COMMON NAILS(3"x0.14811;OR AND I TOE NAIL ON OPPOSITE bd DEFORMED(2"x0.120")NAIL;OR 2X6 OR THE STUDS SHALL BE DESIGNED IN AGCORDANGE WITH ACCEPTED ENGINEERING PRACTICE.
6 RAFTER OR ROOF TRUSS TO PLATE 4-IOd BOX(3"X0.128');OR SIDE OF EACH RAFTER OR 51 s/a" AND LESS 6 12
4-3"X0.131"NAILS TRU5`91 5d COMMON(2Y2"X0.131")NAIL E
Sd COMMON(2"X0.131')NAIL;OR b 12 TABLE 8602.10.4- BRAGINO METHODS
4-I6d (3�"X0.135")OR 35 ye' - 1 8d DEFORMED(2)51IX0.120')NAIL
3-IOd COMMON(3"x0.148");OR TOE NAIL IDd COMMON(3°x0.)4,°)NAIL;OR METHODS, MATERIAL MINIMUM THIOKE55 FIGURE CONNECTION CRITERIA
4-IOd BOX(3"x0.128'7;OR 39 I Ye"- I Ya" 12 FASTENERS SPACING
4-3"X0.131"NAILS 5d DEFORMED(2 Yz"X0.120'7 NAIL
7 ROOF RAFTERS To RIDGE, /ALLEY HIP RAFTERS OR R5o1.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN
ROOF RAFTERS TO MINIMUM 2"RIDGEE BEAM FOR 51: I Inch = 25.4 mm, I foot = 304.8 mm, I MILE PER HOUR = 0.44"1 m/s;i ksl = 6.895 MPa
5-it'd BOX(3 "X0.135")OR EXTERIOR SHEATHING PER
b"EDGES12"FIELD WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS.
2-Ibd COMMON(3 Yz"X0.162'7;OR TOE NAIL TABLE 8602.3(3) GLAZED OPENING PROTECTION FOR NINDBORNE DEBRIS SHALL MEET THE
3-Iod BOX(3"X0.1281);R a.NAILS ARE SMOOTH-COMMON,BOX R DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING 05-1615P 3�8;i REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND ASTM E 1886 A5
3-3"X0.131"NAILS
CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF O.Ig2 INCH(god CONTINUOUSLY SHEATHED
WALL COMMON NAIL),90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 K51 FOR SHANK WOOD STRUGIURAL PANEL INTERIOR SHEATHING PER VARIES BY FASTENER MODIFIED IN SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR (()
I6d COMMON(3X2"X0.162'7 24"O.G.FACE NAIL DIAMETERS OF 0.142 INCH R LESS. TABLE 8602.3(1)or R602.3(2) WINDBORNE DEBRIS SHALL MEET THE REQUIREMENT5 OF AN IMPACT-RESISTING
b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM-1/16-INCH ON DIAMETER GROWN WIDTH.
8 STUD TO STUD(NOT AT BRACED WALL PANELS) c.NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) r
IOd(3"X0.128");OR Y
d.FOUR-FOOT BY 6-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY.
= O
3"X0.131")NAILS I6"O.G.FACE NAIL
e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 8EXCEPTION:
602.3(2). I- Ul #
f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD 5TRJCTURAL PANEL ROOF SHEATHING TO C,5,-6ILI956 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN le, INCH AND A z
I6d BOX(3)1'X0.135");OR Z
12"O.G.FACE NAIL GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. Q
q STUD TO STUD AND ABUTTING STUDS AT INTERSEGTIN6 WALL 3"X0.131"NAILS NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH SEE METHOD GS-WSP SEE METHOD GS-WSP
WOOD STRUCTURAL PANEL
CORNERS(AT BRACED WALL PANELS) DISTANCE FROM RIDGES,EAVES AND GABLE END WALL5;AND 4 INGLES I N CENTER IN GABLE END WALL FRAMING. z ADJACENT TO GARAGE 8 PANELS SHALL BE PRECUT AND ATTAINED TO THE FRAMING SURROUNDING THE -
I6d COMMON(3 Y2"X0.162'7 I6" O.G.FACE NAIL
g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G t396 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD SHEATHING '� OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE
I6d COMMON(3)z"X0.162'7 16" O.G.EACH EDGE FACE NAIL SHALL CONFORM To A5TM G 208. F Z
h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED Q PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED
10
BUILT-UP HEADER(2"TO 2" HEADER WITHYs" SPACER) Ibd BOX(3 Y211X0.13511) 12"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES tu WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO O
SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO RE51ST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH v Z
5-8d BOX(2 Y2"X0.113'7;OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THI5 CODE.FLOOR PERIMETER SHALL BE EITHER TABLE R501.2(2) OR A5CE -i, WITH THE PERMANENT CORROSION-RE515TANT
II CONTINUOUS HEADER TO STUD 4-8d COMMON(2 Y2"X0.131");OR TOE NAIL SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. � GS-PF
4-10d BOX(3"X0.128" I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS O CONTINUOUSLY SHEATHED 1/ SEE SECTION 8602.10.6.4 SEE SECTION 8602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE ►
ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JO15T TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON /16 U
THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Z PORTAL FRAME BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 IS PERMITTED FOR w Q o
Ibd COMMON(3)511X0.16217 I6"O.G.FACE NAIL H BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LE55 WHERE THE ULTIMATE x U
12 TOP PLATE TO TOP PLATE , I5 180 MPH OR LESS.
IOd BOX(3"X0.128");OR O
3"X0.131'7 NAILS DESIGN WIND SPEED O N- w v
12" O.G.FAGS NAIL V Q�U1 Q�_��a E-
Z OF 00
TABLE 8802.1 I RAFTER OR TRUSS UPLIFT GONNEGTI ON FORGES 1>5" long X 0.12 die. L� w vku
6-I6d COMMON(3�"X0.162'7;OR FACE NAIL ON EACH SIDE OF ab.ccl,e,f,ah ii (for Y2"thick sheathing) TABLE R501.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING $ �'
12-I6d BOX(3Yz"X0.135'7;OR END JOINT(MINIMUM 24"LAP FROM WIND (ASD) (POUNDS PER CONNECTION) d y2 Or 25/52" for 1 °/a" long X 0.12 dia.
cs--51=8 3"EDGES 6"FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS p
13 DOUBLE TOP PLATE SPLICE 12-Iod BOX(3"X0.128'7;OR SPLICE LENGTH EACH SIDE OF (for /s2"thick sheathing) H 3 w z m
EXPOSURE B CONTINUOUSLY SHEATHED maximum I S galvanized roofing nails or Bd common MOU-NozW
�i 1p F u ~w
12-3"X0.131" NAILS END JOINT) STRUCTURAL FIBERBOARD FASTENER SPAGIhIGQ z N} O
Stud S acir (2Yz" long X0.151"dia)molls ~- � W
ULTIMATE DE51ON WIND SPEED Vult (mph) p 9 FASTENER TYPE 4 FOOT 6 FOOT _ Y
RAFTER OR ROOF SPAN 130 mph 140 mph PANEL SPAN Qz T-1v w 0
< PANEL SPAN < PANEL SPAN z a z
TRU55 5PAGIN6 (FEET) ��-o o w o W v
FOR SI: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I degree = 0.01-15 rad, I pound per Square foot=4"1.8 IN I mile per hour = 0.44'1 m/s. i 4 FOOT <-6 FOOT < 8 FOOT 3 a N m z p m L O
ROOF PITCH ROOF PITCH g p p q p - Z d v
a. Adhesive attachment of wall sheathing inciuding Method GB, shall not be permitted in Seismic Design Categories G, Do, DI and D2 NO. 8 WOOD SCREW ° Q ~Q
Ibd COMMON(3)5"X0.162") 16" O.G. FACE NAIL <5:12 >5:12 <5:12 >5:12
b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall <-j Q W r-F o
14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST C,8 Ibd BOX(3 Yz°X0.135");OR 12 95 88 122 113 of the garage. 0n Seismic Design Categories D D and D roof covering dead load shall not exceed 3 sf. BASED ANCHOR WITH 2 16 10 8 Q~ 8 F Q o-j v�
3"x0.131'7 NAILS 18 122 112 15-1 146 g 9 g g ° l" D.
g p INCH EMBEDMENT LENGTH m H ,
BLOCKING MOT AT BRACED WALL PANELS) 12" O.G.FACE NAIL 1) O W
C. Garage openings adjacent to a Method GS-G panel shall be provided with a header in accordance with Table 8602.5 (I). A full z �'> a P �, -
24 149 137 192 118height0 w Q p v
clear opening shall not be permitted to a Method GS-G ,ilei. -�� m �
3-Ibd BOX(3 Y2"X0.135");OR 3 EACH Ib"O.G.FADE NAIL 28 161 153 216 200 p g p p NO. 10 WOOD SCREW Q o p a p z�U"i
15 BOTTOM PLATE To JOINT,RIM JOIST,BAND JOIST OR 2-16d COMMON(3 Y2"X0.162'7;OR 2 EACH 16"O.G.FACE NAIL 12 O.G. d. Method 05-5FB does not apply in Seismic Design Categories Do, Dl , D2. j N w�Q _o_�
BLOCKING(AT BRACED WA-L PANELS) 4-3"X0.131"NAILS 4 EACH 16" O.G.FACE NAIL 32 185 110 240 222 BASED ANCHOR WITH 2
36 203 186 264 244 e. Method applies to detached one and two-family dwellings in Seismic Design Categories Dothrough D2only. I6 12 q ,L��_w�pgoINCH EMBEDMENT LENGTH
wir-
3-16d BOX(3 VX0.135');OR 48 258 2316 336 511 w 1 500 2-7e� o i N w w
X4 INCH LAG SCREW
4-5d COMMON(2)5"X0.131");OR TOE NAIL 12 126 111 162 150 TABLE 8602.10.5
4-Iod BOX(3"X0.12BASED ANCHOR WITH 2 16 16 16
8'7;OR 18 162 149 209 194
I6 TOP OR BOTTOM PLATE TO STUD 43" X 0.131 NAILS
3-I6d BOX(3 �"X0.135'7;OR 24 198 182 255 231 MINIMUM LENGTH OF BRACED WALL PANELS INCH EMBEDMENT LENGTH 28 222 203 2 �
M �
81 266
MINIMUM LENGTH Q Q= w Q
2-Ibd COMMON(3 Yl"X0.162'7;OR END NAIL I6 O.G. METHOD (INCHES)
32 246 226 519 295 w w Q w
3-I0d BOX X0.128");OR 36 210 241 351 325 CONTRIBUTING Q Q N o o F=o O
3-3"X0.131" NAILS ADJACENT CLEAR WALL HEIGHT LENGTH a. THIS TABLE IS BASED ON 180 MPH ULTIMATE
42 306 281 399 310 OPeiN6 HEIGHT (INCHES) DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF
3-10d BOX(3"X0.128');R 48 343 314 441 414 (INCHES) 8 FEET q FEET 10 FEET II FEET 12 FEET
I? TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(3)2"X0.162'7;OR FACE NAIL GS-WSP <64 24 27 30 33 36 ACTUAL HEIGHT. v v
3-3"x°.131"NAILS EXPOSURE G b. FASTENERS SHALL BE INSTALLED AT OPPOSING V _V -7
3-ed Box(2 "x0.115');OR ULTIMATE DE51ON WIND SPEED Vult (mph) ENDS OF THE WOOD STRUCTURAL PANEL.
2-5d COMMON(2)2'X0.131");OR FASTENERS SHALL BE LOCATED NOT LESS THAN
18 I"BRACE TO EACH STUD AND PLATE 2-I0d BOX(3"X0.128');OR FACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph INCH FROM THE EDGE OF THE PANEL.
3-ad Box 2 s/,x0.113' ;OR TRUSS SPACING (FEET) ROOF PITCH ROOF PITCH TABLE 850'7.2 G. ANCHORS SHALL PENETRATE THROUGH THE
2-6d COMMON(2)5"x°.131'7;OR DECK LEDGER CONNECJ
TION TO BAND O15Tob EXTERIOR WALL COVERING WITH AN EMBEDMENT
Iq I"X 6"5HEATHIN6 TO EACH BEARING 2-Iod BOX(311XO.12a");OR FACE NAIL (5:12 >5:12 <5:12 >5:12
2 STAPLES, I"GROWN,Ibga.,l spa"LONG 12 161 151 198 186 (DECK LIVET LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE
3-e,dBOX(2 "x0.113";OR 18 208 195 257 242 - BUILDING FRAME. FASTENERS SHALL BE LOCATED F-
3-8d COMMON(2)5"X0.131'7;OR 24 256 239 311 298 CONNECTION DETAILS JOIST SPAN NOT LE55 THAN 2 Y2 INCHES FROM THE EDGE OF THE W
3-10d BOX(311X0.12811);OR 1211 O.G. 28 2959 269 358 335 b'AND LESS 6' 1"To 8' 8'1" To 10' 10'1 TO 12' 12'1 To 14' 14'1"TO Ib' IFI To 18' CONCRETE BLOCK OR CONCRETE. N
3 STAPLES, 1"GROWsN, Ibgo.,l " LONG 32 321 299 398 313 ON-CENTER SPACING OF FASTENERS z:1Z
INCH DIAMETER LA&SCREW c,d d. PANELS ATTACHED TO MASONRY OR v
20 1" X 8"AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X 8" FACE NAIL 36 353 329 458 411 30 23 18 15 13 11 10 IJGO
WITH INCH MAXIMUM SHEATHING 50 SHALL BE ATTACHED USING
4-ad BOX(2 �"X0.113");08 42 402 515 499 468 � INCH DIAMETER BOL WITH INCH Q ~
3-5d COMMON(2 Y2"X°.131'7;OR 48 450 420 560 524 dT 36 36 34 2q 24 21 ICIV I BRATI ON-RES 1 STANT ANCHORS HAVING AN
lZ-]
3-I0d BOX(3"X0.128');OR I2 214 201 263 241 MAXIMUM SHEATHINS
4 STAPLES, I"GROWN, I6ga.,l 5/4" LONG 18 211 259 342 322 I INCH DIAMETER BOLT w1TH I-INCH ULTIMATE WITHDRAWAL CAPACITY OF NOT LE55 O
36 36 29 24 21 18 Ib O
MAXIMUM 5HEA7'HINE� THAN 1,500 POUNDS. � v
FLOOR 24 340 518 422 396
FOR 51: I Inch =25.4E mm,I foot =304.8 mm,1 pound per square foot = 0.0419 kPa
4-5a BOX(2 �"X0.1139;OR 1611 O.G. 28 384 358 416 446 a.Ledgers shall be-flashed In accordance with Section R'103.4 to prevent water from contracting the house band Joist.
3-5d COMMON(2 Yz"X0.131'7;R 32 421 598 529 496 b.Snow load shall not be osevmed to act concurrent) with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER z H
21 JOIST TO SILL,TOP PLATE OR GIRDER y
3-Tod BOX(3"x0.125'7;OR TOE NAIL 36 469 458 583 541 c.The tip of the lag screw shall fully extend beyond the inside face of the band foist. TABLE 8301.1 OF THE 2015 INTERNATIONAL RESIDENTIAL GORE
3-3"X0.131"NAILS d. Sheathing shall be wood structural panel or solid sawn lumber - Z �
42 535 499 664 622 -
8d BOX(2 "X0.113'7 4" O.G.TOE NAIL 48 599 559 145 6617 e.sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. O W X Q
22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON(2 Y2"XO.131");OR Up to I/2-Inch thlckness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable STRUCTURAL MEMBER ALLOWABLE V D W Z
PLATE(ROOF APPLICATIONS ALSO) IOd BOX(3"X0.1280);OR b"O.G.TOE NAIL sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION
3"X0.131"NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT = 504.Smm, I MILE PER HOUR= 0.441 m/s,
3-8d Box 2 'x0.113 ;OR s I If 14.6 N/m RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 n
2-6d COMMON(2 Yz"x°.131'7;OR I POUND =0.4541<g, i POUND PER SQUARE FOOT = 41.9 N/m , p TABLE 8507.2.1 N
23 1"X b"5U5FLOOR OR LESS TO EACH JOIST 3-Iod BOX(311x0.12517;OR FACE NAIL PLAGEMEN7 OF LAO SCREWS AND BOLTS IN DECK LEDOERS AND BAND JOISTS RAFTERS TH NO FINISHED GEILIN6 ATTACHED TO n _ i d
2 STAPLES, 1"GROWN,Ibgo.,l °/a"LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF O O
3-I6d BOX(3)5'X0.13s");R
2-Ibd COMMON(315"x0.162") HEIGHT AND WIND EXF05URE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT INTERIOR HALLS AND PARTITIONS H/180
MINIMUM END AND EDGE DISTANCES AND 5PAGIN6 BETWEEN ROWS
24 2"SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE FLOORS 11-/360
TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE
TOP EDGE BOTTOM EDGE ENDS ROW SPACING
25 2"PLANKS(PLANK s BEAM-FLOOR b ROOF2-I6d COMMON(3Yz) 3-I6d BOX(315'x Y2"X 7;R0,162') AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE GEILIN6 WITH BRITTLE FINISHES (INCLUDING L/360 >
TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LEDGER, 2 INCHESd 5/4 INCH 2 INGHE5b 15/R. INGHESb PLASTER AND STUCCO)
3-Ibd COMMON(I "x0.162") HEIGHTS. � CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240
4-10 BOX(3"xILS; 1);OR BAND JOIST 3/4 INCH 2 INCHES 2 INGHESb 15/R. INGHE5b
26 BAND OR RIM JOIST TO JOIST 4-3"x0.131" NAILS;OR b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 GYPSUM BOARD)
END NAIL
4-3"X 14go.STAPLES,a"CROWN ASSEMBLY DEAD LOAD OF 15 PSF. ALL OTHER STRUCTURAL MEMBERS L/240
a.
NAIL EACH LAYER FOLLOWS] c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF FOR L I INCH-25.4 MM LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R50l2.1(1).
god COMMON(411x°.Ic12");OR 52" O.C. AT TOP AND BOTTOM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. EXTERIOR HALLS - WIND LOADa WITH PLASTER OR H/360
AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES f
24"O.G.FACE NAIL AT TOP d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREW5 OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R50-1.2.1(1).
Iod Box(311x0.128");OR MULTIPLIED BY 0.15 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING v
27 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131"NAILS AND BOTTOM STAGGERED ON EXTERIOR WALL5 - WIND LOADS, WITH OTHER H/240 Z
OPPOSITE SIDES CORNERS. BRITTLEFINISHES ,1 '
LU
AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED O Z
2-20d COMMON(4"X0,192");OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.10. THIS TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE _
3-Iod BOX(3"X0.125'7;R AT EACH SPLICE EXTERIOR HALLS - WIND LOADSa WITH FLEXIBLE H/120d
3-311x0.1311'NAILS REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FINISHES.
FORGES. EGU I VALENT U-FACTORS I- ()
4-I6d BOX(3�"X0.135")pR e +-.1
f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT LINTELS SUPPORTING MASONRY VENEER WALLS L/600 Y`
28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON .Y2"X°.162");OR AT EACH JOIST OR RAFTER, CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 If FOR EACH FULL n/ (1
4-10d BOX(3"X0.1295");OR FACE NAIL p CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT
4-3"X0.131 NAILS WALL ABOVE. FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS
jU LU
2q BRIDGING OR BLOCKING To JOIST 2-I0d(3"X0.128')or 2-5d common EACH END,TOE NAIL g• LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN ttZ
(2Yz"x 0.131";or 2-3"x 0.131") nails SHALL PERMITTED. AS 0.1 TIMES THE COMPONENT AND CLADDING (A5D) LOADS f ^
h. THE TABULATED FORGES FORA 12-INCH ON CENTER SPACING SHALL BE PERMITTED
TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 4 0.32 0.55 0.026 0.060 O.OQB 0.041 0.056{ 0.065 OBTAINED FROM THE TABLE R301.2(2).
b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE �--
THE LENGTH OF THE CANTILEVER. v /
5 0.30 0.55 0.026 0.060 0.082 0.053 0.050 0.055 G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN
TABLE R602.3(3) abti ROOFS OR WALL5 OF SUNROOM ADDITIONS OR PATIO O
WOOD PANEL WALL. SHEATHING FA57ENINO SCHEDULE PROPOSED A5 MAX. -V.I.F. AS MIN. A5 MIN. AS MIN. N/A AS MIN.AS MAX. AS MAX. COVERS, NOT 5UPPORTING EDGE OF GLASS, THE CONTINUOUS
ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF O U
MINIMUM NAIL
MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND
PANEL NAIL SPACING STRUCTURAL PANEL THICKNESS STUD SPACING SPEED VULT(MPH) GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED
SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEC70RY L/115 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE .(�
(INCHES) RATING (INCHES 0.0) (INCHES 0.0) B G D LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. )
V
bd COMMON TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR WALL5 OF Z IY
(2.0"x0.11311) 1.5 24/0 3/95 Ib 6 I2 140 115 110 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD
8d COMMON16 16 12 1 1-70 140 135 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTNOT EXCEED
(2.5"x0.13111) 1•"15 24/16 7/16 24 6 12 140 115 110 d. DEFLECTION FORLEXTERIOR WALLS/1W�H INTERIOR GYPSUM
FOR 51: 1 Inch = 25.4 mm, I MILE PF-R HOUR = 0.44'1 m/s
GLAZED BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE
a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" DEFLECTION OF H/180.
ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE e. REFER TO SECTION R-705.95.2. Ca
b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. U-FACTOR b U-FACTOR SHGG be R-VALUE R-VALUE R-VALUE 1 R-VALUE R-VALUE ` DEPTH d WALL R-VALUE e
LATERAL BRACING REQUIREMENT5 SHALL BE IN ACCORDANCE WITH SECTION R602.10.
c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-Ib OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 N lyQ
SPAN RATING. PLYWOOD SIDING RATED 16 O.G.OR 24 O.C.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATIN67. 20 OR 10 CONT. OR 10 CONT. OR W WU
WALL-16 AND PLYWOOD 51DING 16 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16"ON CENTER. 4 0'32 0'55 0.40 41 13 + 5 h 8/13 161 IB CAVITY 10 / 2FT. 13 CAVITY t-
5 0.30 0.55 NR 461 20 OR 13/17 30 g 15 GOVT. OR 15 CONT. OR N cVCj
z
10 / 2FT.
I3 + 5 h l4i CAVITY la CAVITY ; Q
AS MAX. A5 MAX. z
PROPOSED A5 MAX. -V.I.F. AS MIN. A5 MIN. AS MIN. AS MIN. N/A AS MIN. A5 MIN. O u.i �
4
* REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES O Q 0 0
� O
J
CONTINUOUS BEAD °
F SEALANT
17x14rrvrr
A R
'
MANUFACTURED THIN-PROFILE CH1TEC T P. C.C.
�
IL �XISTIN6 ATTIC VENTILATION BAFFLE VENTED AIR SPACE
/ FLOOR ASSEMBLY (FULL WIDTH �ATTIG INSULAITON TODD Q'CO®:NULL, ASA
/ } RIGID
INSULATION
TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1204 Veterans Memorial Highway
PTIONAL Suite 120
ONTINUOUS MINIMAL CAVITY INSULATION e�evanoN COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788
EXPANDING FOAM AT
WINDOW PERIMETER XPANDIN6 FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED P(631}650-6666
NTME PERIMETER OF LOOSELY IN THE BUILDING ENVELOPE
OUT RI61D INSULATION INTINUOUS BEAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631)650-6667,
GYPSUM BOARD OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL
Ai
C(516)658-0325
_._..
AS ABARRIER
IR
" RI61D INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE
EXISTIN6 BAND JOIST INSULATION ` SEALED - a
NTINUOU5 BEAD RETROFIT WITH 1 1/2"RIG �ID INSULATION XTERIOR INSULATED
':INDOW UNIT AS OF SEALANT41-005001Sr-cla,5/4WALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT
AIR BARRIER —CONTINUOUS BEAD
" = I'-0" CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT
OF SEALANT THIN-PROFILE ATTIC.EAVE BAFFLE AND VENT OAFS IN THE AIR AGGE55 OPENINGS, DROP BARRER DOWN STAIRS OR KNEE SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER
CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES
EXPANDING FOAM AT NTINUOUS MINIMAL SHALL BE SEALED
WINDOW PERIMETER EXPANDING FOAM AT
WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME
BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE
CONTINUOUS BEAD E'YPSUM BOARD —MANUFACTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RE51STANCE
OF SEALANT X4 BLOGKIN6 ENCLOSURE EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM s
ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED
ONTINUOU5 BEAD EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT
AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER
OF ADHESIVE
ONTINUOUS BEAD (NDOW UNIT AS
OF SEALANT AIR BARRIER NSULATED EXTERIOR WINDOWS, 5KYLIGHT5, AND DOORS THE SPACE BETWEEN HINDOW/DOOR JAMB5 AND
HALL FRAMING, AND 5KYLIGHTS AND FRAMING SHALL BE
CONTINUOUS MINIMAL XTERIOR WALL SEALED m
EXPANDING FOAM AT 5HEATHIN6 XPANDIN6 FOAM SEALANT
WINDOW PERIMETER
tAT PERIMETER
2-STUD CORNER WOF SEALANN T WITH Ix4 BACKER ONTINUOUSBEAD RIM J015T RIM JO15T SHALL INCLUDE THE AIR BARRIER RIM JOI5T SHALL BE INSULATED O
CONTINUOUS BEAD DRYINALL. GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLEDZ #
F SEALANT 5-00006 Scale 5/4" = I'-0" GE55ED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGE5 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE <
NTINUOUS BEAD CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION
OF 5UBFLOOR DECKING, OR FLOOR FRAMING CAVITY
ONTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH —�
OF ADHESIVE THE TOP SIDE OF 5HEATHING, OR CONTINUOUS INSULATIONin
OF SEALANT NR5EAIIN6ATR6GE55EDLI6H11N61NATTIG INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND O
ONTINUOUS BEAD
ONTINUOUS SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL v Z
-FULL WIDTH OF MUDSILL ONTINUOU5 BEAD 5 oso4l 5cale� 5/4• ■ 1'-0" PERIMETER FLOOR FRAMING MEMBERS
OF ADHESIVE CRAWL SPACE WALLS r
-FOUNDATION WALL NTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, 8 � a
AS AIR BARRIER OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE m w Q�w o
ONGRETE SLAB AS WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS o 0 0
AIR BARRIER SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE
—FLOOR ASSEMBLY LOCKING AS REQUIRED PENETRATIONS SHAFTS OPENING TO EXTERIOR OR ���m o��y'�'��'
CONTINUOUS BEAD UNCONDITIONED SPACE TO BE SEALED F���o Q
YPSUM BOARD BOX BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT, OR z z ,� m
ONTINUOUS BEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT Im
Q z w m �� Q
^.F SEALANT OF SEALANT �a o�m �ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE � � o
ONTINUOUS BEAD FGEILIN6 JOIST CAVITY SPACE a z $ z z W v
OF SEALANT GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED '3 m fj o m o Y O
i
NT'ERIOR 6YMSUM SPACE O,P d y 9 0:W_-p v v F-
WALLBOARD AS BARRIER RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE <__11--4 it ���o
BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED Q� 8►N Q o o}
CONCEPTUAL AIR SEA�LI NO 5TRA�TEOY // OONOEPTUAL AIR 5EAL I NO 5TRA�TEOY // CONCEPTUAL AIR SEALING sTRAr>=6Y TO THE DRYWALL AIR TIGHT AND IG RATED o 11-I�;
LONER NALL 5F-071 0N UPPER NALL 5EOT1 ON AT UPPER FLOOR BAND JOIST
PLUMBING AND WIRING BATT INSULATION SHALL BE GUT NEATLY TO FIT dd o o z v
AROUND WIRING AND PLUMBING IN EXTERIOR I k)m"- o o
5-02011 Scaie5/4' ■ I'-0" XPANDIN6 FOAM SEALANT E�@�w v y Q x
WALLS, OR INSULATION THAT ON INSTALLATION
5-02002 5Ga1e:3/4" = 1'-O" 5-02005 Scale:5/4" = I -Oit AT PERIMETER READILY CONFORMS TO AVAILABLE SPACE SHALL Uo> o �o N a
SE-CONTINUOUS BEAD OF EXTEND BEHIND PIPING AND WIRING LANTF w u F
" GYPSUM BOARD L—VRYWALL GEILIN6 SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO SHOWERS AND �o" o
THE AIR BARRIER INSTALLED 4T EXTERIOR WALLS m z
2) LAYERS 2" RI61D INSULATION L------RECESSED LIGHT FIXTURE ADJACENT TO 5HOWERS AND TUBS SHALL TUBS SHALL BE INSULATED Tow �' =
INSTALL I" RI610 INSULATION INSTALLED DURING FRAMING SEPARATE THEM FROM THE 5HOWERS AND TUBS ���g o
a `
OUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND
Wdi �
RAFTERS FROM SEAL BOTH I y AIR SE&INS AT RECESSED LIMNS IN ATM EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR F
I" RI61D INSULATION 51DES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED
ROUGH OUT AROUND EXPANDING FOAM SEALANT.
VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5oZO4o Style 5/4" ■ I'-0" HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING
-AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RI61D INSULATIO NSULATED EXTERIOR v U
WITH EXPP�NDIN6 BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE
ATTIC INSULATION WALL SUBFLOOR OR DRYWALL
FOAM SEALANT XTERIOR WALL
INSTALL I" RI61D INSULATION SHEATHING CONGEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONGEALED FIRE
VERTICALLY TO CONNECT SPRINKLERS SHALL ONLY BE SEALED IN A MANNER
INSULATING SHEATHIN6 TO R1610 5-STUD CORNER WITH R1610 INSULATION THAT 15 RECOMMENDED BY THE MANUFACTURER.
INSULATION BAFFLE. CAULKING OR OTHER ADHESIVE SEALANTS SHALL
FOAM SEAL BOTH JOINT 5-0000-r ecale,5/4" ■ I'-O" NOT BE USED TO FILL VOIDS BETWEEN FIRE
SPRINKLER COVER PLATES AND WALLS OR
ONTINUOUS BEAD CEILINGS 1U
OF SEALANT
ONTINUOUS BEAD Z
P.16,10 INSULATION I OF SEALANT O
RI61D INSULATION
WALLHOR INSULATED VIDE BLOGKIN6 AT Q ♦-
ALL
XTERIOR INSULATED STUD CAVITY AT SHOWER
WALL AT EXTERIOR WALL Q O
ONTINUOUS BEAD OF SEALANT INSTALL INTER OR SHEATH IN6 MATERIALS R-VALUES v v
I"RI61D INSULATION AS ATTIC, EAVE BAFFLE GUT I'EXTERIOR INSULATION SHEATHING A5 PRIOR TO INSTALLATION OF
AROUND MANUFACTURED VENT ATTIC,EAVE BAFFLE AND VENT PREFAB FIREPLACE UNIT O
EMENT BAGKERBOARD MATERIAL R-VALUE � z►U z
5-41006 Scale=3/4` ■ I'-0" 501005 Scale�3/4• s 1-0• TUB SURROUND FINISH Z N N
FAB
TILE SURROUND FINISH FIREPLACE TUB UNIT Q W z0
BUILDING BOARD
UNIT
EMENT BAGKERBOARD STUB SURROUND
NSTALL I" RI61D INSULATION NSULATED �I/
AT BOTH HORIZONTAL AND PROVIDE BLOGKIN6 AT BEYOND —` GYPSUM WALL BOARD V2") 0.45 Q n
DRAINAGE PLANE VERTICAL POSITIONS
NWLATED EXTERIOR EXTERIOR STUD CAVITY AT TUB
STUD WALL STUD WALL
ILEAvE I"GAP FOR EXPANDING FOAM) AT EXTERIOR WALL ONTINUOUS BEAD GYPSUM WALL BOARD (5/8") 0.5625 0 0 o p
THIN PROFILE WALL SHEATHING OF SEALANT /
INSTALL EXPANDING FOAM PLYWOOD V2") 0.62
SEALANT AT INTENTIONAL GAPS INSULATED EXTERIOR THIN PROFILE HAL
AT I" RIGID INSULATIO =Xl5 INlS, LOOR STUD WALL SHEATHING PLYWOOD (3/4") 7 O.ai4 }
CONTINUOUS BEAD OF
SEALANT -CAVITY INSULATION ONTINUOUS BEAD OFOF F SEALANT
OUS BE
MINIMUM I" DRIP SECANT SSEA � SIDING
I" RI61D INSULATIO PAN SHOWER
SOFFIT GLO XPANDIN6 FOAM �XPANDIN6 FOAM ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61
—WOOD FLOOR ASSEMBLY— ALUMINUM/ VINYL SIDING V2" INSULATION) 1.80 ,^ lu
OOD FRAME FLOORv I V
A55EMBLY OD FRAME FLOORING Z
FLOOR ASSEMBLY O Z LU F
INSULATED CANTILEVER FLOOR// HARDWOOD FLOORING (3/4") 0.68 IU Z W
CAVITY INSULATION WITH I"RI61D INSULATION GLO5URE
5-01014 Scale: TILE 0.05
3/4" ■ I'-0° AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH
THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY THIN-PROFILE SHEATHING//SECTION CARPET WITH FIBER PAD 2.08 1�
ATTIC INSULATION
5-01007 Scale.5/4" ■ 1'-0" 5-01012156-010,5/4' s I'-0• 5-01009 Scales/4" = I'-o" CARPET WITH RUBBER PAD 1.25 LU lu Z Z
�- W -
-GEILIN6 FRAMIN6� �I/ Q d
LOOR GRILLE AIR SPACE V2" UP TO 4") 1.00 ~
HEATH INTERIOR OF LOOR DUCT BOOT Q
" RI 71D ATTIC AGGE55 TO ONTINUOUS BEAD OF �ELEGTRIGAL WIRE O
INSULATION +I" OF INSULATION SEALANT / nn,,
LEVEL
AGGEPLUMBING PI FLOOR TOP PLATE
55 PANEL ASPHALT
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fu d
RAW ACCESS PANEL TOP PLA
SNUG WITH PERIMETER NSULATED FLEXIBLE DUCT XPANDIN6 FOAM WOOD SHINGLES O•q7 O
SCREWS EXPANDING FOAM TIE AT INNER LINER SEALANT 'I , M
SEALANT ASTIG AT INNER LINER 11 J 4
TRIM A5 REQUIRED TIE AT OUTER LINER L STUD IU O
INISH GEILIN6 HALL 5TU DOORS Z z
WOOD, SOLID GORE (1 3/4") 2.1-1
INSULATED METAL DOOR (2") 15.00
AIR SEALING AT ATTIC HATCH//FINISH SCREWS
AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION L Q
5-020 5/4" = I'-0" IN
5-01023 Scale3/4" ■ I'-0" 5-01055 Scale=5/4' ■ 1'-0" 5-01024 SezIes5/4' s 1'-0" Q W
POURED CONCRETE PER 1" 0.08 I-
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GENERAL CONDITIONS 2020 EGG OF NEW YORK STATE:
UNLESS OTHERWISE NOTED, GENERAL -IRE BLOCKING INSULATION 2020 NYSEGG -AIR LEAKAGE: R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE MINIMUM DESIGN DEAD LOADS AS PER ASCE ;
7-I6 - CHAPTER 3 TABLE 03.1
CONDITIONS OF THE CONTRACT FOR =IRE BLOCKING SHALL BE PROVIDED, ALL EXTERIOR WALLS AND ROOFS -JBUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN
OINTS, PENETRATIONS, AND ALL
CONSTRUCTION, AIA DOCUMENT-201 AS PER SECTION R502LOAD (.13 OF THE SHALL BE INSULATED WITH FOIL OTHER SUCH OPENINGS IN THE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT "Tr-,`777
4/8-7 SHALL APPLY. THE CONTRACTOR RESIDENTIAL CODE OF NEW YORK FACED FIBERGLASS BATT INSULATION BUILDINGS ENVELOPE THAT ARE BUILDING. (psf) ,_s ,. r• e
.'
=`a
SHALL OBTAIN CERTIFICATE OF STATE, TO OUT OFF ALL CONGEALED BY JOHN MANVILLE OR APPROVED SOURCES OF AIR LEAKAGE MUST BE
OCCUPANCY. SUBSTITUTIONS SHOULD D 8402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE
RAFT OPENINGS (BOTH VERTICAL EQUAL, FOIL TO BE PLACED TOWARD SEALED. G E I L I N G 5 u n ri co cv ry r.�✓�
A �� e � i r �� r P. c.
NOT BE MADE WITHOUT WRITTEN AND HORIZONTAL). WARM SIDE. PROVIDE II/2" RIGID -RECESSED LIGHTS MUST BE TYPE IG WEATHER-5TRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO ACOUSTICAL FIBER BOARD 1.0
AUTHORIZATION BY THE ARCHITECT. PROVIDE FIRE BLOCKING IN FOAM INSULATION ON ALL EXTERIOR RATED AND INSTALLED WITH NO THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per j INCH thickness) 0.55 TO O'CQNNELL,AIA,
THE PREMISES SHALL BE KEPT CONCEALED SPACES OF STUD WALLS FOUNDATION WALLS FROM FOOTING PENETRATIONS, OR TYPE IG OR NON-IC (1/2 INCHES) (2.2) 1200Veterans Memorial Highway
REASONABLY GLEAN AT ALL TIMES. AND PARTITIONS, INCLUDING FURRED TO 6"BELOW FINISHED GRADE UNLESS RATED INSTALLED INSIDE AN R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) (2.15) Suite 120
AT THE COMPLETION OF WORK, THE SPACES AT THE CEILING AND FLOOR OTHERWISE SPECIFIED. CARE SHOULD APPROPRIATE AIR-TIGHT ASSEMBLY CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788
CONTRACTOR SHALL REMOVE ALL LEVELS. CONGEALED HORIZONTAL BE TAKEN NOT TO DAMAGE WITH 0.5" CLEARANCE FROM HOUR.
WASTE MATERIALS, TOOLS, RUBBISH, FURRED SPACES SHALL ALSO BE FIRE FOUNDATION WATERPROOFING. COMBUSTIBLE MATERIALS AND 3" SUSPENDED STEEL CHANNEL SYSTEM 2.o P(631)650-6666
ETC., GLEAN GLASS AND LEAVE WORK BLOCKED AT INTERVALS NOT CLEARANCE FROM INSULATION 8402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING WOOD FURRING SUSPENSION SYSTEM 2.5 F(631)650-6667
BROOM GLEAN UNLESS OTHERWISE EXCEEDING 10 FEET. GLA55 WINDOWS AND DOORS THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325,
SPECIFIED. THE CONTRACTOR SHALL TO BE INSTALLED AS PER SECTION VAPOR RETARDER: THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY :: W
CARRY WORKMAN'S COMPENSATION PLUMBING R308 OF THE RESIDENTIAL CODE OF -REQUIRED ON THE WARM-IN-WINTER CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL G O V E R I N G 5, ROOF, AND W A L L
AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL INSTALL WATER NYS. ALL GLASS IS TO BE INSULATED SIDE OF ALL NON-VENTED FRAMED COMPONENTS AND VERIFY COMPLIANCEASPHALT SHINGLES 2.0 4,.
.
ALL SHALL COMPLY WITH STATE AND SUPPLY AND SANITARY SYSTEM AS LOW-E UNLESS OTHERWISE SPECIFIED. CEILINGS, WALLS, AND FLOORS.
GYPSUM SHEATHING, I/2-In. 2,0
LOCAL CODES AND ORDINANCES. THE INDICATED. PROVIDE HOT AND GOLD GLA55 SUBCONTRACTOR SHALL NOT R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per inch thickness)
CONTRACTOR SHOULD FULLY SHUT-OFF VALVES AT ALL FIXTURES. INSTALL GLASS UNTIL PROPER MATERIALS IDENTIFICATION: TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ4A, 5, A6A. FIBERBOARD
GUARANTEE HIS WORK AND THE WORK ALL WATER PIPING TO HAVE CLEARANCES ARE PROVIDED. ALL -MATERIALS AND EQUIPMENT MUST BE TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE .
OF HIS SUBCONTRACTORS FOR A CLEANOUTS AT ALL CHANGES OF SLIDING GLASS DOORS, SKYLIGHTS INSTALLED IN ACCORDANCE WITH THE POLYSTYRENE FOAM 02
PERIOD OF ONE YEAR AFTER DIRECTION AND AT BASE OF AND/OR WINDOWS AS REQUIRED BY MANUFACTURER'S INSTALLATION R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING URETHANE WITH FOAM FOAM 0.5
COMPLETION OF THE PROJECT UNLESS VERTICAL WASTES. USE 4" CAST IRON CODE, SHALL BE INSULATED INSTRUCTIONS. FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per 118-in. THICKNESS) 0.4
OTHERWISE SPECIFIED. ALL WORK THROUGH FOUNDATION WALL PITCHED TEMPERED GLASS. ALL GLA55 DOORS -MATERIALS AND EQUIPMENT MUST EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND
SHALL BE PERFORMED IN MIN. I/8" PER FOOT. TRAP/WASTE AND WINDOW5 SHALL BE INSTALLED IN IDENTIFIED SO THAT THE COMPLIANCE EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE RIGID INSULATION, I/2-in. 0.75
ACCORDANCE WITH GOOD BUILDING SIZES FOR FIXTURES SHALL BE AS STRICT ACCORDANCE WITH THE CAN BE DETERMINED. SKYLIGHT, METAL FRAME, J" WIRE GLA55 8.0
PRACTICES. THE CONTRACTOR SHALL FOLLOWS: MANUFACTURES SPECIFICATIONS. ALL -MANUFACTURER MANUALS FOR ALL R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0
INDEMNIFY AND HOLD HARMLESS THE P15H WASHER 11/2" WINDOWS ARE TO BE CAULKED AND INSTALLED HEATING AND COOLING BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE -
OWNER, ARCHITECT, AND THEIR KITCHEN SINK 1 1/2" SEALED AS PER 2020 NYSEGG EQUIPMENT AND SERVICE WATER BITUMINOUS, SMOOTH SURFACE 1.5
AGENTS AND EMPLOYEE5 FROM AND LAVATORY 1 1/4" REQUIREMENTS. PROVIDE FLASHING HEATING EQUIPMENT MUST BE R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7
AGAINST ALL CLAIMS, DAMAGES, SHOWER 2" PANS UNDER ALL SLIDER, DOORS, AND PROVIDED. DETERMINE AIR LEAKAGE.
LOSES AND EXPENSES, INCLUDING TOILET 3" WINDOWS WITHIN A b" OF AN EXTERIOR -INSULATION R-VALUES AND GLAZING EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE FLOOR F I LL
ATTORNEYS FEES ARI511`IG OUT OF OR ALL SYSTEMS TO HAVE ONE 3" MAIN
SURFACE. ALL EXTERIOR DOORS ARE U-FACTORS MUST BE CLEARLY THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 8,0 m
RESULTING FROM THE PERFORMANCE VENT STACK INCREASED TO 4" TO BE FULLY WEATHER-STRIPPED. MARKED ON THE BUILDING PLANS OR THE BUILDING THERMAL ENVELOPE. SAND, PER INCH T-
OF THE WORK PROVIDED THAT ANY THROUGH THE ROOF. PROVIDE FR05T PROVIDE ALL SCREENS AND SPECIFICATIONS. S.o N
SUCH CLAIM, DAMAGE, LOSS OR PROOF HOSE-BIBS AS INDICATED ON HARDWARE AS REQUIRED. ALL GLASS R403.3.5: BUILDING CAVITIE5 - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, PER INCH 12.0 to O
EXPENSE (A) 15 ATTRIBUTABLE TO PLANS WITH EASILY ACCESSIBLE IS TO BE FREE OF SCRATCHES AND DUCT INSULATION: PLENUMS FLOORS AND FLOOR FINISHES z #
BODILY INJURY, 51CKNE55, DISEASE DRAIN DRAIN-GOOKS. THE WATER IMPERFECTIONS AND GUARANTEED BY -SUPPLY DUGT5 IN UNCONDITIONED v
THE MANUFACTURER FOR A PERIOD OF ATTICS OR OUTSIDE THE BUILDING CERAMIC, OR QUARRY TILE (3/4-in.)
OR DEATH OR TO INJURI'' TO OR SUPPLY AND SEWAGE DISPOSAL 8403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING 16.0 -a
NO LESS THAN 5 YEARS. ALL WINDOWS MUST BE INSULATED TO R-8. ON 1/2-in. MORTAR BED
DESTRUCTION OF TANGIBLE PROPERTY SYSTEM SHALL COMPLY TO THE FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN.
(OTHER THAN THE WORK ITSELF APPLICABLE COUNTY DEPARTMENT OF TO BE ANDERSEN UNLESS INDICATED -RETURN DUCTS IN UNCONDITIONED CERAMIC OR QUARRY TILE (5/4-In.) O
INCLUDING THE LOSS OR USE HEALTH STANDARDS AND OTHERWISE. ATTICS OR OUTSIDE THE BUILDING R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-In. MORTAR BED 23.0 0 z
RESULTING THERE FROM). (B) 15 REGULATIONS. APPROVAL OF ALL MUST BE INSULATED TO R-4. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF
CAUSED IN WHOLE OR IN PART BY ANY PLUMBING MUST BE OBTAINED FROM -SUPPLY DUCTS IN UNCONDITIONED 2020 NYS RESIDENTIAL CODE CONCRETE FILL FINISH (PER INCH THICKNESS). I.O
NEGLIGENT ACT OR OMISSION OF THE APPROPRIATE LOCAL AUTHORITIES PAINTING AND STAINING SPACES MUST BE INSULATED TO R-8. } vw o
HARDWOOD FLOORING, 7C7-In. 4.o
CONTRACTOR, ANY 5UBCONTRACTOR, PRIOR TO CONGEALMENT. PRIOR TO -RETURN DUCTS IN UNCONDITIONED THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER
THE FOLLOWING 15 INCLUDED FOR THE LINOLEUM OR ASPHALT TILE, 1/4-In. 1.0 v o 0
ANYONE DIRECTLY OR INDIRECTLY ORDERING, CONTRACTOR SHALL SPACES (EXCEPT BASEMENTS) MUST THAN
CONVENIENCE OF THE PAINTING d "° v
EMPLOYED BY ANY OF THEM, OR SUPPLY GUTS OF FIXTURES FOR BE INSULATED TO R-2. 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 w o-$
CONTRACTORS AND ONLY AS AN -INSULATION IS NOT REQUIRED ON ° o
ANYONE FOR WHOSE ACTS ANY OF OWNERS APPROVAL. IN THE EVENT INDICATION OF THE TYPES OF PAINTS GFA = CONDITIONED FLOOR AREA SLATE (PER mm THICKNESS) 15.0
THEM MAY BE LIABLE REGARDLESS THAT THE OWNER CHANGES, THE RETURN DUCTS IN BASEMENTS. m z s w o= M
REQUIRED FOR VARIOUS SURFACES. IT SOLID FLAT TILE ON I-In. MORTAR BASE 23.0 u z w I m
OF WHETHER OR NOT IT 15 CAUSED IN CONTRACTOR SHALL CREDIT THE IS THE INTENT OF THESE 8403.7: EQUIPMENT SIZING - PER ALGA MANUEL S, BASED ON �F_-U_ � Q
DUCT CONSTRUCTION: 5UBFLOORING 3/4-ln. 3.0 v o W
PART BY A PARTY INDEMNIFIED OWNER FOR THE FULL SPEGIFIGATIONS TO PROVIDE A LOADS CALCULATED PER Ar-,CA MANUEL J. m��i�'Hap ao v
HEREUNDER. ALL MATERIALS, SUBCONTRACTORS G05T FOR THE -ALL JOINTS, SEAMS, AND FLOORS, WOOD JOIST (no (aster) 12-in. 16-In. 4 z x*J u w ZiN m 0
COMPLETE FINISH. ALL PAINTED CONNECTIONS MUST BE SECURELY o p O.G. O.G. F 7D-v�Z
ASSEMBLIES, AND METHOD OF CHANGED UNIT. SURFACES MUST BE FULLY COVERED 8404.1: LIGHTING - A MINIMUM OF 90/o OF PERMANENTLY JOIST SIZES (inJ (Ls/F7�I lle/FT�) }�' '3< m v p w6 o O
CONSTRUCTION INCLUDING BUT NOT LU
FASTENED WITH WELDS, GASKETS, INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. } z V H
IN A UNIFORM MANNER TO BE
LIMITED TO FORM-WORK, HVAC MASTICS (ADHESIVES), LOW-VOLTAGE LIGHTING EXEMPT
2x6
ACCEPTABLE.
BLOCK-WORK, FRAMING, NAILING, SYSTEM TO BE DESIGNED BY OTHERS. INTERIOR WOOD SURFACES-APPLY TO MASTIC-PLUS-EMBEDDED-FABRIC, OR 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R308- 2x8 6 6
PLACING OF CONCRETE, ETC. ARE TO PROVIDE PROPER SUPPLY TO ALL TAPES. DUCT TAPE IS NOT N MMVw,od LIGHTLY SANDED SURFACES, WALLS, GLAZING 2x10 7 6 0�a NBE CAREFULLY SUPERV15ED BY THE ROOMS 4 CONFORM WITH ALLSTATE PERMITTED.DOORS FRAMES TRIM AND BASES � `� N�~�)CONTRACTOR TO BE SURE THEY ARE AND LOCAL CODES. ONE GOAT WOOD FILLER OR STAIN EXCEPTION: CONTINUOUSLY WELDED 2x12 8 7 Q� '� z z v g
- EXCEPT AS INDICATED I N 5ECTi ON R308.1.1 EACH PANE OF v- w o _-°°-q'
IN ACCORDANCE WITH THE DRAWINGS, AND LOCKING-TYPE LONGITUDINAL FRAME PART I T IONS 'L U-I
AND TWO GOATS MCKLUSKY'5 JOINTS AND SEAMS ON DUCTS GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN ( sf) uav32'wu �m v
SPEGIFIGATIONS, APPLICABLE CODES EGGSHELL FINISH NON-YELLOWING SECTION 8308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES 8.0 f o l w�o w E o w�
AND GOOD PRACTICE. DEVIATIONS OPERATING AT LESS THAN 2" w.g. O d m v m o$
POLYURETHANE. DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLASTERED 4.0 ��°����u
FROM THE DRAWINGS AND FRAMING AND ROUGH CARPENTRY GYPSUM BOARD- MINIMUM ONE GOAT (500 PA.) DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING _
-DUGT5 SHALL BE SUPPORTED EVERY FRAME HALLS
SPECIFICATIONS WILL NOT BE JOISTS RAFTERS AND STUDS SHALL PRIMER AND TWO GOATS FLAT PAINT. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL - �w o
PERMITTED WITHOUT WRITTEN BE CONSTRUCTION GRADE DOUGLAS EXTERIOR WOOD SURFACES- TWO 10 FEET OR IN ACCORDANCE WITH THE EXTERIOR STUD WALL5:
AUTHORIZATION OF THE ARCHITECT. MANUFACTURER'S INSTRUCTIONS. INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED,
FIR-SOUTH SELECT STRUCTURAL. ALL GOATS EXTERIOR GRADE STAIN. SANDBLASTED CERAMIC-FIRED LASER ETCHED, L'.MBOS5ED OR BE A w w a� w Q��w �
THE CONTRACTOR SHALL BE -COOLING DUGT5 WITH EXTERIOR 2x4 ® Ib-In., 5/8-in. GYPSUM, Q a N o A Q
WOOD SILLS AND WOOD IN CONTACT EXTERIOR EXPOSED METAL- MINIMUM TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-in. SIDING 11.0
RESPONSIBLE FOR THE SHOP WITH MASONRY SHALL BE AGC. ALL ONE GOAT ZING CHROMATE AND TWO INSULATION MUST BE COVERED WITH A DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE
DRAWINGS WHICH MAY BE NEEDED. EXTERIOR SHEATHING SHALL BE 1/2 GOATS EXTERIOR ENAMEL. VAPOR RETARDER. MANUFACTURE'S DESIGNATION 2x6 a I6-in., 5/8-in. GYPSUM,
ALL DIMENSIONS AND CONDITIONS GDX DOUGLAS FIR PLYWOOD. ALL MATERIAL SHALL BE OF BEST -AIR FILTERS ARE REQUIRED IN THE INSULATED, 3/8-in. SIDING 12.0 a
ARE TO BE FIELD VERIFIED. RETURN AIR SYSTEM. R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN
SUB-FLOORS TO BE 3/4 CDX QUALITY PITTSBURGH, PRATT B SECTIONS R308.4.1 THROUGH R308.4.7 SHALL BE CONSIDERED TO BE 7ABLE I : MINIMUM INSULATION THIGKNE55 FOR CIRCULATING HOT WATER PIPES
CONTRACTOR TO REMOVE & v -THE HVAC SYSTEM MUST PROVIDE A EXTERIOR STUD WALLS WITH BRICK VENEER 48.0
LYWOOD EXTERIOR SHEATHING TO LAMBERT, DUTCH BOY. GABOTS, SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING INSULATION THICKNESS IN INCHES BY PIPE SIZES
RELOCATE AS REQUIRED ALL 3E COVERED WITH "TYVEK" HOUSE MCKLU5KYS, OR APPROVED EQUAL. MEANS FOR BALANCING AIR AND R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, GLASS, FRAME AND SASH 8.0
EXISTING WORK WHICH INTERFERES WRAP OR APPROVED EQUAL. BLOCK CONTRACTOR 15 TO PROVIDE WATER SYSTEMS. HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATING MAINS AND R'UNOUT5
PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHES:
WITH NEW CONSTRUCTION. STUD WALLS AT 1/2 STORY HEIGHTS SAMPLES OF ALL PAINTS AND STAINS CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 31.0 TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2"
TEMPERATURE CONTROLS:
AND AT ALL UNSUPPORTED EDGES OF FOR ARCHITECT'S AND/OR OWNERS R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 8 IN 71.0 170-180 0.5 LO 1.5 2.0
-EACH DWELLING UNIT HAS AT LEAST INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 140-160 0.5 0.5 1.0 1.5 I�-
51TE WORK PLYWOOD. PROVIDE SOLID BLOCKING APPROVAL. 12 IN 115.0
STAKEOUT IS TO BE PERFORMED BY A ONE THERMOSTAT CAPABLE OF 16 IN 155.0 z
AND DIAGONAL BRACING OF FLOOR EITHER OF THE FOLLOWING- 100-130 0.5 0.5 0.5 1.0 W
LICENSED SURVEYOR. STAKING AND JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALL_ BOARD AUTOMATICALLY ADJUSTING THE - GLAZING 15 WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES:
SPACE TEMPERATURE SET POINT OF N
LAYOUT ARE TO ESTABLISH ALL LINES
SOLID BLOCKING UNDER ALL INSTALLED AS PER SECTION R702.3.2. -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHES THICKNESS (IN INCHES) 4 6 8 10 z
12 v
AND BENCHMARKS. VERIFY ,ALL GIVEN THE LARGEST ZONE. DENSITY of UNIT (105 PGF) O
UNSUPPORTED EDGES OF PLYWOOD. THROUGH 8702.3.6 OF THE NEW YORK DOOR IN A CLOSED POSITION AND WITHIN 24 OF THE HINGED SIDE OF TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES
DATA ON DRAWINGS. IN CASE OF ALL GAP PLATES TO BE DOUBLED STATE RESIDENTIAL CODE. GYPSUM AN IN-SWING DOOR NO GROUT Q t-
ELEGTRIG SYSTEMS: 22.0 24.0 31.0 37.0 43,0 n
DI ARIFIC TIO RECEIVE AND NAILED BOTTOM GAP PLATED TO WALLBOARD APPLICATION SHALL BE R308.4.3- GLAZING IN WINDOW z
CLARIFICATION FROM ARCHITECT END OF STUDS. LAP GAP PLATES AT TAPE JOINT SYSTEM. ALL GYPSUM -SEPARATE ELEGTRIG METERS ARE O
- EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQ.FT. (GROUT SPACING) PIPING SYSTEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE SIZE - O
PRIOR TO PROCEEDING. EXCAVATE REQUIRED FOR EACH DWELLING UNIT. F" v
CORNERS. WHERE FLUSH FRAMING BOARD TO BE I/2" ON WALLS AND I/2" -BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE THE FLOOR 48 IN. O.G. 21.0 38.0 47.0 55.0 TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" v
AND BACK FILL FOR WORK INDICATED OCCURS, USE MIN. 165A SHEET METAL ON CEILINGS UNLESS OTHERWISE 40 IN. O.G. 0.0 40.0 41. 57.0 z z
- TOP EDGE OF GLAZING IS MORE THAN 36 ABOVE: FLOOR AND HEATING SYSTEMS
ON DRAWINGS. STOCKPILE TOPSOIL JOIST HANGERS BY "TECO" OR INDICATED. FINISH JOINTS, J-BEADS. FIREPLACES: „ 32 IN. O.G. 32.0 42.0 52. 61.0
ONE OR MORE WALKING SURFACES ARE WITHIN 36 MEASURED � l� (--
OBTAINED FROM STRIPPING DRIVEWAY APPROVED EQUAL. ALL CORNERS TO NAIL DIMPLES, CORNERS AND EDGES -FIREPLACES MUST BE INSTALLED 24 IN. O.G. 34.0 46.0 57.0 67.0 LOW PRESSURE/TEMPERATURE 201-250 I.0 1.5 1.5 2.0
WITH TIGHT FITTING NON-COMBU5TABLE HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING 16 IN. O. G.
AND BUILDING SITE. STOCKPILE NEN
ALL BE MINIMUM 3/2X4 STUDS. HEADERS SHALL BE TAPED AND RECEIVE THREE 55.0 53.0 66.0 71.0 LOW TEMPERATURE 120-200 0.5 I.O I.O 1.5 O 0 X O
EXCAVATED MATERIAL. NEW AND FIREPLACE DOORS 308.4.4- GLAZING 1N GUARDS AND RAILINGS FULL GROUT 55.0 75.0 15.0 115.0 U Q W z
SHALL BE MINIMUM 2/2X6 UNLESS GOATS OF JOINT COMPOUND. ALLOW R308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE STEAM CONDENSATE
EXISTING BACK FILL MATERIAL AND -FIREPLACES MUST BE PROVIDED THE BOTTOM EXPOSED EDGE OF GLAZING IS LE55 THAN 60 INCHES
NOTED ON PLANS. MINIMUM BEARING 24 HOURS TO DRY BETWEEN GOATS. DENSITY OF UNIT (125 PGF)- SEE ASCE STANDARD - MINIMUM DESIGN (FEED WATER) ANY 1.0 1.0 1.5 2.0
TOPSOIL ARE TO BE FREE OF WEEDS, FINAL GOAT TO BE SANDED SMOOTH. WITH A SOURCE OR COMBUSTION AIR DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND n Q n
TREE ROOTS, ROCKS AND DEBRIS. FOR STUDS JOISTS AND BEAMS SHALL MEASURED VERTICALLY ABOVE ANY STANDING OR WAL ICING COOLING SYSTEMS
' AS REQUIRED BY THE FIREPLACE � n
BE 3 1/2". USE DOUBLE JACK STUDS METAL CORNER BEAD TO BE USED ON SURFACE different dead load OTHER STRUCTURES -ASGE1-I6 n _�
ALL SURPLUS MATERIAL THAT IS CONSTRUCTION PROVISIONS OF THE CHILLED WATER REFRIGERANT 201-250 I.O 1.5 1.5 2.0
FOR HEADERS OVER FIVE FEET IN ALL OUTSIDE CORNERS AND AROUND - 8308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) O O O Q
UNSUITABLE FOR BACK FILL MATERIAL LENGTH ALL OPENINGS. BUILDING CODE OF NEW YORK STATE, WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN AND BRINE 120-200 0.5 1.0 1.0 1.5
SHALL BE REMOVED FROM THE SITE. THE RESIDENTIAL CODE OF NEW YORK SOLID CONCRETE MASONRY UNIT WYTHES:
PROTECT ALL TREES WITHIN EIGHT STATE OR THE NEW YORK CITY 36 ABOVE THE PLANE TN THE ADJACENT WALKING SURFACE OF WYTHES THIGKNE55 (IN mm) 4 b 8 10 12 #
NOTE: ELECTRICAL STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS DENSITY OF UNIT (105 PGP) }
FEET OF THE BUILDING. PROPER BUILDING CODE, AS APPLICABLE. 32.0 51.0 69.0 87.0 105.0 ►ucJ
FOUNDATIONS CHAPTER 4 DESIGN ALL WORK SHALL COMPLY WITH THE -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (135 PGF)
APPROVALS MUST BE OBTAINED BASED UPON PRESUMPTIVE LOAD NATIONAL ELECTRICAL CODE AND ALL 38.0 60.0 81.0 102.0 124.0
BEFORE COVERING ANY EXCAVATED WALKING SURFACE DENSITY OF UNIT (135 PGF)
BEARING VALUES OF SANDY GRAVEL STATE, LOCAL, AND UTILITY COMPANY SERVICE WATER HEATING: 41.0 4.0 87.0 110.0 133.0
WORK. 8308.4.7 GLAZING ADJACENT TO THE BOTTOM S.AIR LANDING
-WATER HEATERS WITH VERTICAL
AND/OR GRAVEL AT 2000 LBS PER CODES AND REGULATIONS. ALL - WHERE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR
SQUARE FOOT. CONTRACTOR TO CIRCUITS SHALL BE MINIMUM 15 AMP. PIPE RISERS MUST HAVE A HEAT TRAP PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES
CONCRETE BLOCK A 60 HORIZONTAL ARE LESS THAN I80 DEGREES FROM THE BOTTOM
CONSULT ENGINEER IF DIFFERENT 501E POWER WIRING SHALL BE MINIMUM 14 ON BOTH THE INLET AND THE OUTLET GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A
ALL CONCRETE BLOCK 15 TO HAVE TREAD N051 NG
UNLESS THE WATER HEATER HAS AN CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION.
MATERIALS ARE FOUND UPON AWG. CONVENIENCE OUTLETS SHALL INTEGRAL HEAT TRAP OR IS PART OF
"OUR-O-WALL" REINFORCING EVERY EXCAVATION OR TEST HOLE, FOR BE LOCATED 12" ABOVE FINISHED V
THIRD COURSE. FILL TOP' COURSE ALTERNATIVE FOOTING AND FLOOR UNLESS OTHERWISE INDICATED. A CIRCULATING SYSTEM. NOTE: WINDOW FALL PROTECTION TO BE PROVIDED Z
SOLID. MORTAR MIX TO BE ONE PART FOUNDATION WALL DESIGN ALL SWITCHED TO BE LOCATED 36° -INSULATE CIRCULATING HOT WATER FOR ALL WINDOWS AS PER 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 8305.1 O Z u]
PORTLAND GEMENT, ONE PART LIME
ABOVE THE FINISHED FLOOR UNLESS PIPES TO THE LEVELS ON TABLE I.
PUTTY, AND SIX PARTS SAND, OR ONE NOTE: ALL NON-ENGINEERED LUMBER OTHERWISE INDICATED. SUPPLY 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 8312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND
PART MASONRY GEMENT AND THREE TO BE DOUGLAS FIR #2 OR BETTER RECOMMENDED LAMPS IN ALL CIRCULATING HOT WATER SYSTEMS: PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A !-1 -
FARTS SAND. FIXTURES. -INSULATE CIRCULATING HOT WATER IN DWELLING UNI75 WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET
PIPES TO THE LEVELS ON TABLE I. WINDOW OPENING 15 LOCATED LESS THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT V , }-
CONCRETE FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FIN15H GRADE LESS THAN 6 FEET 8 INCHES DA Uj LU Z
NO CONCRETE OR MASONRY WORK HEATING AND COOLING PIPING OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: V Z
SHALL BE DONE DURING INSULATION: -THE OPERABLE WINDOW SHALL COMPLY WITH: I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR 1�
TEMPERATURES OF 40 DEGREES F. -HVAC PIPING CONVEYING FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT Q 0
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AND FALLING. NO CONCRETE SHALL ABOVE 105°F OR CHILLED FLUIDS OPENING CONTROL DEVICES THAT COMPLY WITH 5EG. 8312.2.2 LF-55 THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE
BE PLACED ON FROZEN SURFACES. NO BELOW 55°F MUST BE INSULATED TO REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT
ADDITIVES SHALL BE ALLOWED THE LEVELS IN TABLE 2. R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LESS THAN 7 FEET 0 z
WITHOUT WRITTEN PERMISSION OF THE ASTM F2010 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM -1
ARCHITECT ALL CONCRETE IS TO BE NOTES' THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF O U-I w
I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE
PSI FOR GARAGEE SLAB. PROVIDE ALL nn// to
MIN. 3,500 P.S.I. DAYS � 4, THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO
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SLEEVES AND FOUNDATION VENTS AS 2. ALL BEDROOM TO BE PROVIDED Z m LESS THAN THE AREA REQUIRED BY SECTION 8310.2.1 LU <
REQUIRED BY NY5 CODE. UNLESS
WITH ROD 4 SHELF ALL LINEN O l�
INDICATED, ALL FOUNDATION CLOSETS TO BE PROVIDED WITH 5
FOOTINGS ARE TO BE A MIN. 8 DEEP - >' z
PROJECTING 6" ON EACH SIDE OF THE ROWS OF SHELVES.
FOUNDATION WALL. PROVIDE TWO #4
DEFORMED BARS CONTINUOUS IN THE 3. DOOR TRIM AND BASE MOLDING Q
TO MATCH EXISTING
FOOTING. ALL 4" THICK CONCRETE N
SLABS TO HAVE 6X6 10/'I0 WELDED 4. ALL BATHROOM FIXTURES ANDQ w
Q IY
WIRE REINFORCING. ANCHOR BOLTS IN �
FAUCETS TO BE SUPPLIED BY OWNER O N
CONCRETE SHALL BE HOOKED 5/8" X AND INSTALLED BY CONTRACTOR
12" AT MAX. 5' 0.0. PROVIDE BITUMEN O' ? O •
EXPAN51ON JOINTS BETWEEN SLABSO z
AND FOUNDATION WALLS. 5. FINISHES TO BE SUPPLIED # LU X
BY OWNER
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