HomeMy WebLinkAbout51945-Z ho�1.pF SOUTyolo Town of Southold
* P.O. Box,1179
o� 53095 Main Rd
N Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46511 Date: 09/23/2025
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 1510 Maple Ln Greenport, NY 11944
Sec/Block/Lot: 3 5.-6-4
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/17/2025
Pursuant to which Building Permit No. 51945 and dated: 05/27/2025
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:
"As built" additions and alterations to include an enclosed deck and finished basement to
an existing single-family dwelling as applied for.
The certificate is issued to: Brian Schiele , Chloe Schiele
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 51945 8/29/2025
PLUMBERS CERTIFICATION:
I
utho ized Signature
ofsoaryo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51945 Date: 05/27/2025
Permission is hereby granted to:
Brian Schiele
37 Dogwood Ln
Rockville Centre, NY 11570
To:
Legalize"as built"additions and alterations to an existing single-family dwelling as applied for to
include an enclosed deck and finished basement.Additional certification may be required.
Premises Located at:
1510 Maple Ln, Greenport, NY 11944
SCTM#3SA-4
Pursuant to application dated 04/17/2025 and approved by the Building Inspector.
To expire on 05/27/2027.
Contractors:
Required Inspections:
Fees:
As Built Addition/Alteration $1,570.00
CO Single Family Dwelling-Addition/Alteration $100.00
Total $1,670.00
Building Inspector
pF SOUryOlo
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �Q Jamesh D-southoldtownny.gov
Southold,NY 11971-0959
�yCOUNT`I,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Brian Schiele
Address: 1510 Maple Lane city:Greenport st: New York zip: 11944
Building Permit#: 51945 Section: 35 Block: 6 Lot: 4
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Home Owner Electrician: License No:
SITE DETAILS
Office Use Only
Residential X Indoor Basement X Service
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 7 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 18 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 1
Transfer Switch UC Lights Dryer Recpt El
Emergency Strobe Heat Detectors
Disconnect Switches 11 4'LED Exit Fixtures Sump Pump 1
Other Equipment: 1 washer,1 mini split with 2 blower heads, 1 2ft led light
Notes: AS BUILT BASEMENT
Inspector Signature: LDate: August 29, 2025
1510 maple In
OE SOUIyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ FOUNDATION 1 ST/ REBAR [ ] R GH PLBG.
[ ] FOUNDATION 2ND [ ]ASISULATIOWCAULKING
[ ] FRAMING/STRAPPING ] FINAL
[ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
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DATE INSPECTO
�OF SOUT 5!O
ho� �� `�'y i �
* # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION '
[ ] FOUNDATION 1 ST/ REBAR [ ] 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
REMARKS: AS bw,
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40 cook I vi, Cow
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DATE 02� INSPECTOR
O��OF SOUJyo! 1767-Y5 1510 Ay (e 1-k)
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TOWN OF SOUTHOLD BUILDING DEPT.
°yIoorm,��'''� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [s[] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE �� INSPECTOR
AUG 2 9 2025
w
Building Department
TL'wn Of Soi3O'hto? �
' f �
1
FIELD INSPECTION REPORT DATET
COMMENTS
FOUNDATION
----------------------
FOUNDATION (2ND) ----- . �r
_ l
ROUGII FRAMING & --- '- -- �
PLUMBING
_ � l
t-'
INSULATION PER N. Y.
STATE ENERGY CODE
_�--_.._.-------
b 1N AL
-- --.. -
ADDITION kL COMMENTS
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_... ............... - .._.._...--..-...—.._ ..._ __.-........----- - - --- ......- ---- . .._._.__. _._.... .. Q1CTI
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SufFot
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny.g_o_v
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only L r
PERMIT NO. BuildingInspector:p ector:
A P A 1 7 2025
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an Building Department
Owner's Authorization form(Page 2)shall be completed. Town of Southold
Date:04/08/25
OWNER(S)OF PROPERTY:
Name:Brian Schiele and Chloe Schiele SCTM#1000-35.-6-4
Project Address:1510 Maple Lane, Green port, NY 11944
Phone#:516-456-1485 Email:bschiele@fhloans.com
Mailing Address:1510 Maple Lane, Greenport, NY 11944
CONTACT PERSON:
Name:Krista Jones
Mailing Address:PO Box 948,Cutchogue,NY
Phone#:631-335-8175 Email:millstonepropertyservices@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:John McNeill
Mailing Address:321 Riverside Drive, Riverhead,_NY_11901
Phone#:516-376-8594 Email:J'ohn mcneillarchitecture.com
®� �._ �
CONTRACTOR INFORMATION: ;
Name:Stuart Daccus
Mailing Address:1549 Main Road, Riverhead NY
Phone#:631-276-3334 Email:amsremodelin gpqntractors @gMail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $15,000
Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes BNo
1
?PROPERTY INFORMATIONa
Existing use of property:residential_ . Intended use of property:residential
Zone or use district-.In which premises is situated: Are there any covenants and restrictions with respect to
_.,_.............. this property? Oyes MNo IF YES,PROVIDE A COPY.
R-40
IRCheck Box After Reading:,Theowrxr/ionlnctor/detlripmfessMnalbresponilbleforafldhM+�e�mfstorm waterhsuesbprwideaby
Chapter W of the Town Code.APPLICATION IS HEIttRY MAbE to the Qulldina Depirtment fo►the Issuance of a buildirt5 Permh puntarrt to the'OrAidirK Zone,'
..ordinance of tie Town of Solrthold;tu'Oolk;bounty,New Yotk end other ippllcable laws,Cirdininces or Ilesutatid,-`for the constriicton of budidlrip'
. . , , , .
"did ot*alteratons or for removal or demolition as hem- n described The ippllcant isrees to comply with all applkable laNis,ordlnantes,bulkGirtode,
housini code andulatbnt and to ndmlt euthorteed Inspectors on ptembes and in bulklinsisi for necessity Mspectlons,false stateriieitts made f reroin eke.
P pimisMble as a Class nor
Application p"ursumtto Section 2h015 ofthe New YOHi State Penal I nw.:A y
Application Submitted By(print name):Krista Jones @Authorized Agent. OOwner
Signature of Applicant.. __ Date: L1 1 1(0125
STATE OF NEWYORK) CONNIE D.BUNCH
SS: Notary Public,State of Nev,York
No.01BU6185050
COUNTY OF 1 Quaiified in Suffolk County
Commisslon Expires April 14,2 �
-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.
Swom before me this
lt
-I L4Vday of 20el �� rv—A
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
1510 Maple Lane
do hereby authorize Krista Jones to apply on
my behalf.to o n of So.' Building Department for approval as described herein.
oy/aW-/,;z
Owner's Signature Date
.1.31 Cin
Print Owner's Name
2.
�o�OS�FfQ(,�COG BUILDING DEPARTMENT- Electrical Inspector
y TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
co, Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
lamesh c(D,southoldtownny.gov — seand(�southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: �ZNJU w
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information -Required)
Name: j�ko q\ SG\
Address: k1b 1 b f
Cross Street:
Phone No.:
Bldg.Permit#: OJC�L 6_ email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
` AA;�,�d
-(_:i o e—k cs e FSquare Footage:
Circle All That Apply: .
Is job ready for inspection?: YES ❑ NO —]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[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
� S1
r
i
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
iamesh(cb-southoldtownny gov — seand cDsouthol'dtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information -Required)
Name: jf iCLV\ S vlU
Address: `Gj�b (
Cross Street:
Phone No.:
BIdg.Permit#: �«�S email:
Tax Map District: 1000 Section: 3rj Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
.(—:i V\,C—kp5e Square Footage: `
Circle All That Apply:
Is job ready for inspection?: An YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Sizeu1 Ph 73 Ph Size: A # Meters Old Meter# i
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals n 1 2 H Frame Pole Work done on Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
01 )
PERMIT# Address:
Switches `
Outlets I ��� 4
GFI's I
Surface
Sconces
H H's '— �
UC Lts Fridge HW POOL
Panel
Fans Mini Fr. W/D 1� Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
G.rb.Dis Water Bond
Carbon-', Micro r Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit �� Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
0
APPROVED AS NOTED
DATE: �a5 B.P.1t 5 I g q 5
ELECTRICAL
INSPECTION REQUIRED 4=D BY:
i
NOTIFY BUILDING DEPARTMENTAT
631-765-1802 8AM TO 4PM FOR THE
121—11 EXISTING 44 P.T. Additional FOLLOWING INSPECTIONS:
POST TO FOOTING
FOUNDATION-TWO REQUIRED
Certification FOR POURED CONCRETE
BELOW(TYP.) May Be Required. ROUGH-FRAMING&PLUMBING
- - _ - � --� EXISTING 2x10 RIDGE y
1 36" RAILING A 1 N INSULATION
co
RIDGE — FINAL--CONSTRUCTION MUST
A.1 2x8 R.R. 2x8 R.R. Q. 17'3-1/2"
EXISTING ASPHALT BE COMPLETE FOR C.O.
@16" O.C. @16" O.C. ROOF SHINGLES
36' ILI G ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW "
---IEXISTING W EXISTING EXISTING GUTTER YORK STATE. NOT RESPONSIBLE FOR '�- C.E t , ���
EXISTING EXISTING
SKYLIGHT (D SKYLIGHT T.O.PLATE AND FASCIA DESIGN OR CONSTRUCTION ERRORS
i� SKYLIGHT SKYLIGHT — — — — —
13'-s" 321 RIVERSIDE DR
o EXISTING(2)2x8 BEAM tiCiN+PLY WITH ALL CODES OF
WRAPPED IN PVC TRIM NEW YORK STATE&TOWN CODES R IV E R H EAD, NY 11901
ENCLOSED v N � REQUi EDAND CONDITIONS OF (516)376-8594
DECK V 6-610 c� EXISTING 4x4 POST
04 WRAPPED IN PVC TRIM SoUI�,DT(�;'"R��}�n"i;,^a�O�,�}�
EXISTING SCREEN 1� a"".IrJsm
PANELS Iffs.DIX
EXISTING 36' So=P4 b
FIRST FLOOR RAILING
MJ 4'-9" -- - —
EXISTING COMPOSITE PLUMBING
DECKING OVER 2x8 PRESSURE ALL PLUMBING WASTE
DECK PLAN DECK ROOF PLAN TREATED DECK JOIST @ 16"o.c. &WATER LINES NEED
TESTING BEFORE COVERING
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
GRADE_
PLUMBER CEFMFICA770/V
ON LEAD CONTENT BEFORE
EXISTING CONCRETE CERTIFICATE OF OCCUPANCY
FOOTING
SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT
SECTION 1 -1 EXCEED 2110 OF 1% LEAD.
J J _ SCALE: 1/4" = 1'-0"
w WCn
RETAIN STORM WATER RUNOFF
OF THE TOWN CODE
Client Info
BRIAN &CHLOE SCHIELE
LINE OF 1510 Maple Lane
DECK ABOVE EXISTING 44 P.T. East Marion, NY
POST ON CONCRETE
FOOTING (TYP.)
Project Info
--(2) 2x12 P.T. BEAM LEGALIZE EXISTING FINISHED
II BASEMENT& ROOF OVER EXISTING
I W DECK
BIN 2 m 1 I 1510 Maple Lane
III Q I East Marion, NY
� m p tU a
00 0I EXISTING '
0 o
REAR ELEVATION RIGHT SIDE ELEVATION LEFT SIDE ELEVATION ( x x L
N N 1 DUCTLESS �-
QL
SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" ; HVAC SYSTEM Q
2x8 P.T. LEDGER
3068
UP
EXIST OIL JEC . zo c w
in (n 2
TANK UMP 'BATH o °- o
� ~ ti
�6'� �t0b G vUi z
�6& 7) U.._-- 0 F-
O
1� %2 r.- AIR
x
N N HAND. z
0
o
� N
w w EXIST. RECREATION SPACE _ __ -o- __ o 0
a L o a CEILING HEIGHT-7' 10-1/2" _ _ EXISTING BEAM (6' 10-1/2"
Z `r Z CLEAR HEIGHT UNDERNEATH)
x J w N UNEXCAVATED
v CN
0 w EXISTING GARAGE
w
LIJ N U- ABOVE
c� 2x10 F.J. .gyp
w
c� � z
@16" O.C. _ G'
a 2_' w FURN. EXISTING BEAM (6 10-1/2" ,�,'C' � AI2,D '
w d CLEAR HEIGHT UNDERNEATH)
CONSTRUCTION NOTES: LEGEND
o ° y g
W 0 n N , 11 ' .y �J f F FOR COMPRESSIVE STRENGTH OF 11 -5
CONCRETE SEE TABLE R402.2 ON NEW FOUNDATION WH -
m
DWG A.5 SEE DETAILS UP EXIST. RECREATION SPACE '
ANY/ALL LUMBER THAT COMES O
INTO CONTACT WITH CONCRETE NEW INTERIOR LAUNDRY �� Oso CEILING HEIGHT-7' 10-1/2" F N
SHALL BE ACQ WALL&PARTITION �6'8 sM
ALL CORNERS OF THE FRAMING NEW EXTERIOR
TO BE CONTINUOUS STRAP DOWN WALL - 3:
WITHIN A MIN. OF 10010 OF THE LEAST NEW WINDOW x Z 9'-0" O 16'-11 1/2"
HORIZONTAL DIMEN�>ION
COLLAR TIES TO LOCATED IN THE OA SECTION AND
UPPER 1/3 RD OF THE ATTIC NEW DOOR DETAILS
BATH WINDOW TO CONFORM
TO THE HAZARDOUS GLAZING
REQUIREMENTS AS FIER SECTION 308.4 HARDWIRE SMOKE
OF THE NEWYORK STATE RES. CODE. SD DETECTOR Drawn By Checked By
TEMPERED GLASS RI=QUIRED AT co CARBON MONOXIDE GLASS OPENINGS WITHIN 18"AFF DETECTOR EXISTING BASEMENT PLAN J.E.M. J.E.M.
BLOCK UNDERSIDE OF NON-BEARING EF EXHAUST FAN TO SCALE: 1/4" = 1'-0"
,
INTERIOR WALLS RUNNING PARALLEL EXTERIOR PER R303.3
Drawing No.
W/FLOOR JOIST. A- 1
Sheet 1 of 3
I
A.
TABLE 3.1 (NAILING SCHEDULE)
JOINT DESCRIPTION # OF NAILS NAIL SPACING I
ROOF FRAMING
GROUND SNOW LOAD-20 PSF
Rafter to Top Plate (Toe-nailed) (see Table 3.3A) per rafter AS PER FIGURE 301.2(5)GROUND SNOW LOAD FOR NYS
Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.3A) per joist WIND SPEED-130 MPH
Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.7) each lap AS PER FIGURE 301.2(6)BASIC WIND SPEEDS FOR 50 YEAR
Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.7) each lap MEAN RECURRENCE INTERVAL
Collar Tie to Rafter(Face-nailed) (see Table 3.4) per tie AS PER FIGURE R301.2.11 DESIGN CRITERIA-WHERE WIND
Blocking to Rafter(Toe-nailed) 2- 8d each end SPEED IS 130 MPH OR ABOVE SHALL BE DESIGNED IN r f
Rim Board to Rafter(End-nailed) 2- 16d each end ACCORDANCE WITH THE AF&PA WOODFRAME CONSTRUCTION
MANUAL FOR ONE AND TWO FAMILY DWELLINGS-WFCM
321 RIVERSIDE DR
WALL FRAMING SEISMIC DESIGN CATEGORY-C
Top plate to Top Plate (Face-nailed) 2- 16d per foot AS PER FIGURE R301.2(2)INTERNATIONAL RES.CODE SEISMIC R I V E R H EA D, NY 11901
Top Plate at Intersections (I:ace-nailed) 4- 16d joints-each side DESIGN CATAGORY
Stud to Stud (Face-nailed) 2- 16d 24" o.c. SUBJECT TO DAMAGE FROM WEATHERING SEVERE (516)376-8594
Header to Header(Face-nailed) 16d 16" o.c. along edges AS PER FIGURE R301.2(3)WEATHERING PROBABILITY MAP FOR
Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2 x 4 stud CONC.
3- 16d per 2 x 6 stud FROST LINE DEPTH-3'
4- 16d per 2 x 8 stud AS PER R403.1(1)CONCRETE AND MASONRY DETAILS
Bottom Plate to Floor Joist, Band Joist, 2- 16d per foot TERMITE-MODERATE TO HEAVY
End Joist or blocking (Face.-nailed) AS PER R301.2(6)TERMITE INFESTATION MAP
FLOOR FRAMING DECAY-SLIGHT TO MODERATE
AS PER R301.2(7)DECAY PROBABILITY MAP
Joist to Sill, Top Plate or Girder(Toe-nailed) 4-8d per joist WINTER DESIGN TEMP.-SUFFOLK CTY II-NASSAU COUNTY 13
Bridging to Joist(Toe-nailed) 2-8d each end AS PER N1101.2 CLIMATIC CONDITIONS FOR NYS
Blocking to Joist(Toe-nailed) 2- 8d each end
Blocking to Sill or Top Plate (Toe-nailed) 3- 16d each block ICE SHIELD AND UNDERLAYMENT REQUIRED-YES
AS PER N SEC 905.7.1-IN AREAS WHERE THE AVERAGE TEMP.IN
Ledger Strip to Beam (Face!-nailed) 3- 16d each joist
Joist on Ledger to Beam (Toe-nailed) 3-8d per joist JANUARY IS 25 DEGREES F(-4 DEGREES C)OR LESS OR WHEN TABLE
R301.2(1)CRITERIA SO DESIGNATES.AS ICE BARRIER THAT CONSISTS
Band Joist to Joist(End-nailed) 3- 16d per joist
Band Joist to Sill or Top Platte (Toe-nailed) 2- 16d per foot OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF ADHERING
POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN LIEU OF
NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVES EDGE
ROOF SHEATHING POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF BUILDING.
Structural Panels 8d 12"o.c.
Diagonal Board Sheathing *CODE COMPLIANCE NOTE*
1"x6" or 1"x8" 2-8d per support THIS PROJECT COMPLIES WITH THE 2020 RESIDENTIAL CODE OF N.Y.S.
1"x10 or wider 3- 8d per support THE MECHANICAL CODE OF N.Y.S., CHAPTERS 12 THROUGH 24,THE
PLUMBING CODE OF NY STATE, CHAPTERS 25 THROUGH 32,AND THE
CEILING SHEATHING ELECTRICAL CODE OF NY STATE, CHAPTERS 33 THROUGH 42.
Gypsum Wallboard 5d coolers 7"edge/10"field
Client Info
WALL SHEATHING A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE BRIAN &CHLOE SCHIELE
STATED.
Structural Panels 8d 12"o.c. B.NAILS SPACED AT 6"OC AT EDGES,12"AT INTERMEDIATE SUPPORTS EXCEPT 6"AT 1510 Maple Lane
Fiberboard Panels SUPPORTS WHERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL East Marion, NY
7/16" 6d 3"edge/6"field PANEL&PARTICLE BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305.
25/32" 8d 3" edge/6"field NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON,BOX OR CASING.
Gypsum Wallboard 5d coolers 7" edge/10"field C.COMMON OR DEFORMED SHANK.
D.COMMON. ProjectInfo
Hardboard 8d 12��o.c.
Particleboard Panels 8d 12" o.c. E.DEFORMED SHANK. LEGALIZE EXISTING FINISHED
Diagnonal Board Sheathing F.CORROSION RESISTANT SIDING OR CASING NAILS.
BASEMENT& ROOF OVER EXISTING
1"x6" or 1"x8" 2-8d per support G.FASTENERS SPACED 3"OC AT EXTERIOR EDGES&6"OC AT INTERMEDIATE SUPPORT.
DECK
1"x10" or wider 3-8d per support H.CORROSION RESISTANT ROOFING NAILS WITH 7/16"DIA HEAD AND 1 1/2"LENGTH FOR
1/2"SHEATHiNG AND 1 3/4"LENGTH FOR 25132" East SHEATHING. Maple Lane
FLOOR SHEATHING - r.CORROSION RESISTANT STAPLES WITH NOMINAL 7/16"CROWN AND 1 1/8"LENGTH FOR East Marion, NY
1/2"SHEATHING AND 1 1/2"LENGTH FOR 25132"SHEATHING.PANEL SUPPORTS AT 16"(20"
Structural Panels OF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) 0
1" or less 8d 6" edge/12"field J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES,12"AT INTERMEDIATE SUPPORT. o
greater than 1" 10d 6" edge/6"field K.PANEL SUPPORTS AT 24".CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES, 12"AT 2
Diagnonal Board Sheathing INTERMEDIATE SUPPORTS. ° a
1"x6" or 1"x8" 2-8d per support I.FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN.REQ'D FOR WOOD ° ° ° <
1"x10" or wider 3- 8d per support STRUCTURAL PANELS. ° °
M.STAPLES SHALL HAVE MIN.CROWN WIDTH OF 7/16". °
N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4"OC AT EDGES,8"AT °
INTERMEDIATE SUPPORTS.
MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 0.FASTENERS SPACED 4"O.C.AT EDGES,8"O.C.AT INTERMEDIATE SUPPORTS FOR v,
SUBFLOOR&WALL SHEATHING AND 3"OC AT EDGES,6"AT INTERMEDIATE SUPPORTS z
( REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE ) FOR ROOF SHEATHING. o �
P.FASTENERS SPACED 4"OC AT EDGES,8"AT INTERMEDIATE.
USE LIVE LOAD DEAD LOAD p a o
EXTERIOR BALCONIES 60 PSF 10 PSF RIDGE
U �
DECKS 40 PSF 10 PSF R905.25 FASTENERS STRUCTURAL RIDGE SIMPSON STRONG TIE WITH O
PASSENGER VEHICLE GARAGES 50 A PSF AS PER PLAN FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, SIMPSON STRONG TIE CEIL.COLLAR TIES @32"O.C. SHINGLE RIDGE VENT of a v
—
ALUMINUM OR COPPER ROOFING NAILS,MIN.12 GAGE SHANK W/A MIN.3/8"HEAD ASTMF CATHEDRAL CEILINGS CS 20X18"MIN.WITH(7)10D RIDGE CAP
EXHAUST AIR cr_
ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 PSF 10 PSF 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS& A MIN.OF 3/4" (R-R) COMMON NAILS PER RAFTER
INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 314"THICK. INSTALLED OVER PLYWOOD SHINGLES 1/2 TO 3/4 z
ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) 20 PSF 10 PSF PLYWOOD O
THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT ROOF FELT SHEATHING v
ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF SHINGLS SHALL HAVEA MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN PAPER
SLEEPING ROOMS 30 PSF 10 PSF ONE OF FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 MPH OR �
GREATER&THE EAVE IS 20'ABOVE GRADE R905.27 FOR ROOF SLOPES FROM 2 VERTICAL F2 v ='
STAIRS 40 PSF 10 PSF UNITS IN 12 UNITS HORIZONTAL UP TO 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL UNITS AFTER _�
GUARDRAILS AND HANDRAILS 200 PSF 10 PSF SHALL BE TWO LAYERS. F1
ROOF LOADING LIVE-GROUND SNOW LOAD 30 PSF 10 PSF 0 F OW
D
TABLE R402.2 ° o ICAL RIDGE VENT DES D
TABLE R301 .5 MINIMUM SPECIFIED COMPRESSIVE -�JAllt>
MIN. ROOF LIVE LOADS IN TRUSS AND RAFTER41.
STENGTH OF CONCRETE
POUNDS-FORCE PER S. F. OF CONNECTIONS To
MINIMUM SPECIFIED a FACE MOUNT HANGER HIP RAFTER WOOD TOP PLATE A
HORIZONTAL PROJECTION COMPRESSIVE STRENGTH ft) GALV.MTL.TIES @ EACH TYPE OR LOCATION OF SIMPSON STRONG TIE , 4, 0 ;
SIMPSON STRONG TIE(LUS) STUD(TYP.OF ALL)
LOADED AREA IN S.F. CONCRETE CONSTRUCTION WEATHERING POTENTIAL LUS26,LUS28,LUS26-2 #LS70 J "� + �3 87�41
TRIBUTARY LOAD A
FOR ANY STRUCTURAL MEMBER NEGLIGIBLE MODERATE SEVERE LUS28-2,LUS210-2 � �Ofi �� �
FLOOR JOISTS
ROOF SLOPE 0 TO 200 201 TO 600 OVER 600 BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,500
CONCRETE NOT EXPOSED TO THE WEATHER
FLAT OR RISE LESS 20 16 12 BASEMENT SLABS AND INTERIOR SLABS ON BP
THAN 4 IN. PER FT. (1:3) GRADE, EXCEPT GARAGE FLOOR SLABS. 2,500 2,500 2,500
SP4 .(•°
RISE 4 IN. PER FT. (1:3) TO BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR HD38 S"I
LESS THAN 12 IN. PER FT. (1:1) 16 14 12 WO THE OTHER VERTICAL CONC.WORK EXPOSED 2,500 3,000d 3,000d MTS12 HCP2 EATHER. H2 5 � DETAILS
RISE 12 IN. PER FT. 1
12 12 12 PORCHES, CARPORT SLABS AND STEPS EXPOSED d e d e (2)H4
TO THE WEATHER, AND GARAGE FLOOR SLABS. 2,500 3,000 3,000 �
(1:1)AND GREATER
TOP PLATES
R905.2.5- FASTENERS
MAS
FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS
Hs Drawn By Checked By
STEEL, ALUMINUM OR COPPER ROOFING NAILS MIN 12 GAGE SHANK WITH A MIN TABLE R 301.2(1) MAS •
3/8" HEAD ASTMF1667 OF A LENGTH TC PENETRATE THROUGH THE ROOFING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ; • ' J.E.M. J.E.M.
AND A MIN OF MATERIALS 3/4" INTO THE ROOF SHEATHING WHERE THE ROOF CONTINUOUS CORNER SILL PLATE To
SHEATHING IS LESS THAN 3/4"THINK THE FASTENERS SHALL PENETRATE SUBJECT TO DAMAGE FROM 12 HIP CORNER PLATE POST STRAPPING POST BASE GALV.MTL.TIES
GROUND WIND SEIMIC � WINTER ICE SHIELD FLOOD FOUNDATION
• THROUGH THE SHEATHING R905.2.6-ASPHALT ROOF SHINGLES SHALL HAVE A SNOW SPEED DESIGN WEATHERING FROST TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS SIMPSON STRONG TIE(HCP) SIMPSON STRONG TIE SIMPSON STRONG TIE @ BLOCKING METALSTR4�DETAIL ' Drawing No.
MINIMUM OF SIX FASTENERS 3/8" PER SHINGLE WHERE THE ROOF SLOPE IS IN LOAD (MFH) CATEGORY LINE DEPTH TEMP REQUIRED HCP2-2"X MEMBER SIZE VERTICAL HD38 #ABA44 p _^
ONE OF THE FOLLOWING CATEGORIES: THE BASIC WIND SPEED IS 110 MPH OR HCP4-4"X MEMBER SIZE H L
GREATER AND THE EAVE IS MORE THAN 20'ABOVE GRADE. 20 PSF 130 C SEVER 3' M-H S-M 11° YES
Sheet 2 of 3
I
GENERAL
NOTES
DIVISION 1 FOUNDATIONS AND SLABS SHALL BE COMPACTED TO TIE INTERSECTING WALLS WITH TRUSS TYPE SHALL BE FOIL FACED(TYPICAL)
GENERAL NOTES: A MINIMUM OF 96%MAXIMUM DENSITY IN REINFORCING 16"O.C.VERTICALLY TO EXTEND 2' MUD SILL SHALL BE OF WOLMANIZED LUMBER 2X8
ACCORDANCE WITH THE MODIFIED PROCTOR TEST. ABOVE FOR ALL MASONRY CONSTRUCTION BELOW PLATE,SECURE TO FOUNDATION WALL WITH'/z" INSULATION: E`
THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE GRADE. DIAMETER ANCHOR BOLTS,MAX.6-0"O.C.,AND MAX. 1. 2 X 6 WALLS=R-1 9
ALL CONDITIONS. ANY DISCREPANCIES,VOIDS OR FOR ANY EXCAVATION ADJACENT TO FOOTINGS. 2 FEET FROM CORNERS. 2. CEILING&ROOF=R49
PROBLEMS SHALL BE REPORTED TO THE ARCHITECT REINFORCING: 3. FLOORS OVER UNHEATED SPACES=R-30 I
BEFORE SUBMISSION OF BID. A SUBMISSION OF BID WHERE WALLS ARE POURED TO GRADE,THE PROVIDE LINTELS OR HEADERS AT ALL OPENINGS,
SHALL IMPLY CONTRACTOR ACCEPTANCE OF THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH TRUSS TYPE,CONTINUOUSLY WELDED WIRE AS WHETHER OR NOT INDICATED ON THE PLANS. NOTE:INSULATE ALL ATTIC SPACES AND ALL
DRAWINGS AND ALL EXISTING CONDITIONS. CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE MANUFACTURED BY DURO-WALL OR EQUAL,9GA; HEADERS AT NON-BEARING CONDITIONS SHALL BE AS EXTERIOR WALLS.
THE WORK ADEQUATELY TO PREVENT DEFORMATION FOLLOW MANUFACTURER'S INSTALLATION DETAILS. FOLLOWS:
DURING THE COURSE OF CONSTRUCTION IF OR COLLAPSE. 1F 4'-0"OR LESS...................................3-1/2"X 9-1/2" FLASHING:
MODIFICATIONS TO THE DESIGN OCCUR AS A RESULT PROVIDE MISC.ANCHORS AND TIES AS REQUIRED. LVL
OF EXISTING CONDITIONS,REQUEST OF CLIENT, ALL MATERIALS USED FOR BACKFILL SHALL BE FREE MINIMUM 14GA GALVANIZED STEEL OR 3/8" IF 6-0"OR LESS...................................3-1/2"X I 1-7/8" FLASHING WORK SHALL INCLUDE ALL FLASHING
ARCHITECT,ETC.THE CONTRACTOR SHALL SUBMIT OF DEBRIS AND ORGANIC MATERIAL LARGER THAN 2 DIAMETER GALV.STEEL ROD. OR REQUIRED FOR A COMPLETE INSTALLATION OF NEW ,
TWO WRITTEN COPIES OF A CHANGE ORDER WITH INCHES IN DIAMETER LENGTH OR WIDTH. 5-1/4"X 9-1/2"LVL ROOFING,TRIM ENTRANCES ALL INDICATED ON 7 1-7 r!! 1 :
THE AMENDED PRICE. THE CONTRACTOR SHALL NOT MORTAR: IF 8'-0"OR LESS...................................5-114"X 11-7/8" DRAWINGS. REPAIR AND/OR REPLACEMENT OF
CONTINUE WITH ANY CHANGES UNTIL HE RECEIVES WATER SHALL NOT BE ALLOWED TO STAND IN LVL GUTTERS AND DOWNSPOUTS AS REQUIRED TO
WRITTEN AUTHORIZATION FROM OWNER OR EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS USE TYPE"M"MORTAR CONFORMING TO ASTM C-270 IF A HEADER IS NOT INDICATED AT A BEARING CREATE WATER TIGHT JOB. 321 RIVERSIDE DR
ARCHITECT. SET. CONTRACTOR SHALL REMOVE SUCH WATER AT CONDITION,INFORM THE ARCHITECT BEFORE
HIS WON EXPENSE. ALL MORTAR SHALL BE MIXED A MINIMUM OF 5 PROCEEDING. FLASHING FOR ROOFING SHALL BE COPPER SHEET: R I V E R H EAD, NY 11901
IF IN THE COURSE OF CONST'R.UCTION,A CONDITION MINUTES IN A MECHANICAL BATCH MIXER. DO NOT ASTM,ROZ.(0.0216")(COLD ROLLED). SEPARATE ALL 7
EXISTS WHICH DIFFERS FROM THAT AS INDICATED ON TEMPORARY SHEET PILING,SHORING OR BRACING RE-TEMPER AFTER 2 HOURS HAS ELAPSED. DO NOT ALL WALLS(EXTERIOR)SHALL BE BRACED AGAINST DISSIMILAR METALS WITH BITUMINOUS COATING. (516)376-8594
THESE PLANS,THE CONTRACTOR SHALL STOP ALL SHALL BE PROVIDED AS REQUIRED TO MAINTAIN USE MORTAR,WHICH HAS ELAPSED. DO NOT USE LATERAL LOADS BY STRUCTURAL SHEATHING, 16 GA. JOINTS TJ BE SOLDERED.
RELATED WORK AND NOTIFY THE ARCHITECT. EXCAVATION BANKS IN A SAFE AND STABLE MORTAR,WHICH HAS BEGUN TO SET. STEEL STRAPPING,OR LET IN 1 X4 CORNER BRACING.
SHOULD HE FAIL TO FOLLOW THESE PROCEDURES CONDITION. DIVISIOT 8
AND CONTINUE WITH THE WORK,HE SHALL ASSUME MAINTAIN A CONSTANT JOINT WIDTH THROUGHOUT MICROLAM: DOORS Y.ND WINDOWS:
ALL RESPONSIBILITY AND LIABILITY ARISING THERE NO BLASTING SHALL BE PERMITTED. THE WORK. UNLESS OTHERWISE INDICATED OR
FROM. NOTED. JOINTS SHALL BE A MINIMUM'/4"WIDE. SCOPE: WINDO)AS: (SEE WINDOW SCHEDULE.)
CONTRACTOR SHALL RETAIN A LICENSED CIVIL THIS WORK INCLUDES THE COMPLETE FURNISHINGS
THE AIA DOCUMENT A-201 (LATEST EDITION) ENGINEER TO PERFORM ALL DESIGN AND MORTAR MATERIALS SHALL BE AS FOLLOWS: AND INSTALLATION OF ALL"MICRO-LAM"LUMBER WINDOVS BY LOW-E GLASS. SIZE AND FUNCTION AS
"GENERAL CONSTRUCTIONS, OR THE CONTRACT FOR SUPERVISION RELATED TO EXCAVATION, -PORTLAND CEMENT:CONFORM TO ASTM C-150,TYPE BEAMS AS SHOWN IN THE DRAWINGS,HEREIN INDICATED-CONTRACTOR TO VERIFY SIZES,(ROUGH
CONSTRUCTION"SHALL PREVAIL WHENEVER UNDERGROUND UTILITY SERVICES, I. SPECIFIED AND NECESSARY TO COMPLETE THE WORK. OPENINGS)WITH MODEL NUMBERS PRIOR TO
POSSIBLE. (SUBSTANDARD-LESS THAN 2-TON/SQ.FT.)SOILS -QUICKLIME:CONFORM TO ASTM C-5,PLANT MIXED ORDERMG WINDOWS,AND TO REPORT ANY
ENCOUNTERED,ROADS,AND SITE STRUCTURES NOT ONLY AND THOROUGHLY SLAKED PRIOR TO USE. MATERIALS: DISCREPANCIES TO ARCHITECT.
ALL WORK SHALL CONFORM TO THE 2010 NEW YORK USUALLY CONSIDERED ARCHITECTURAL IN NATURE. MAX MAGNESIUM OXIDE=8% THE MICRO-LAM LUMBER BEAMS SHALL BE
STATE RESIDENTIAL BUILDING CONSTRUCTION CODE -HYDRATED LIME:CONFORM TO ASTM C-207,TYPE S. MANUFACTURED FROM MICRO-LAM BRAND PROVIDI AND INSTALL ALL INSECT SCREENS AND
(LATEST EDITION)AND ALL RULES AND ALL BASEMENT WALLS BELOW GRAD SHALL BE -AGGREGATE:CONFORM TO ASTM C-144,OR C-404, PARALLEL LAMINATED VENEER LUMBER UTILIZING HARDWARE AS REQUIRED.
REGULATIONS THEREIN AND WITH ALL OTHER DAMP-PROOFED WITH TWO COATS OF ASPHALTIC, SIZE#2. AGGREGATE SHALL NOT EXCEED FOUR I/10"OR 1/8"THICKNESS DOUGLAS FIR VENEER GLUED
AGENCIES HAVING JURISDICTION. SELF-PRIMING PLASTIC CEMENT,TROWEL OR SPRAY TIMES THE PORTLAND CEMENT. UP IN A CONTINUOUS PIECES WITH ALL GRAIN ALL GLYSS WITHIN 18"OF FLOOR TO BE TEMPERED.
APPLIED TO WALLS IF WATER TABLE IS DETERMINED -WATER:POTABLE PARALLEL WITH THE LENGTH OF THE MEMBER.
THE CONTRACTOR SHALL MAKE SURE THAT ALL TO BE MINIMUM 2 FEET BELOW BASEMENT SLAB -MOISTURE RESISTANT ADDITIVE: AMMONIUM LAMINATED VENEER LIMBER SHALL BE OF SINGLE DOORS: (SIZE AS INDICATED ON PLANS)
TRADE'S WORK CONFORMS TO FEDERAL,STATE AND ELEVATION. BENTONITE OR 60 ML LIQUID STEZRATE,ALUMINUM TRISTERATE,OR CALCIUM ONE-PIECE LENGTH,FREE OF RINGER JOINTS,SCARF
MUNICIPAL CODES(BOCA)AND ORDINANCES. THESE WATERPROOF MEMBRANE AS MFR. BY ANTI-HYDRO STEARATE. JOINTS OR MECHANICAL CONNECTIONS IN FULL SKYLIGFTS:(AS INDICATED ON PLANS.UNLESS
SHALL SUPERSEDE DRAWINGS,NOTES AND OR EQUAL SHALL BE USED IF WATER TABLE IS LENGTH. OTHERWSE NOTED SKYLIGHTS TO BE BY
DIMENSIONS INS ALL CASES. THE ARCHITECT SHALL HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE DIVISION 5 "ANDERSEN"-LOW-E GLASS.)
BE NOTIFIED OF SUCH CHANGES BEFORE WORK IS IN THE FIELD. MISC. METALS: MEMBERS:
STARTED. NON-FAMILIARITY'WITH GOVERNING VENEERS SHALL BE DRIED AS REQUIRED.ADHESIVE DIVISIM 9
RULES AND REGULATIONS WILL NOT BE CAUSE FOR DIVISION 2 STEEL WORK,IN GENERAL,SHALL CONFORM TO THE USED TO LAMINATE THE VENEER SHALL BE FINISH SCHEDULE:
AN"EXTRA"BILLING. IN THE,EVENT THAT WORK HAS SITE WORK: FOLLOWING AMERICAN INSTITUTE OF STEEL WATERPROOF,MEETING THE REQUIREMENTS OF
TO BE REPLACED FOR NON-COMPLIANCE,THE CONSTRUCTION STANDARDS. ASTM D-2559-76,UNIFORMLY APPLIED TO THE VENEER INTERIOZ WALLS AND CEILING: TAPE AND SPACKLE
CONTRACTOR SHALL BE HELD RESPONSIBLE IF HE LANDSCAPING:ALL TREES AND SHRUBS WHICH AT THE REQUIRED SPREAD RATE. DRYWALL,3 COATS(I PRIME,2 FINISH). TAPE SHALL
HAS NOT NOTIFIED THE ARCHITECT BEFORE INITIAL INTERFERE WITH THE CONSTRUCTION OF THIS -CODE OF STANDARD PRACTICE FOR BUILDERS AND BE FIBEIGLASS TYPE. WALLS AND CEILING TO BE
INSTALLATION. PROJECT SHALL BE REMOVED;AND NEW BRIDGES DESIGN: READY TOR PAINT. ALL DRYWALL SHALL BE
ORNAMENTAL TREES AND SHRUBS PLANTED,NEW -SPECIFICATIONS FOR THE DESIGN,FABRICATION, MICRO-AM LUMBER BEAMS SHALL BE DESIGNED TO ATTACIED TO FRAMING WITH SCREWS,MAX. 12"O.C.
THE CONTRACTOR SHALL MAKE ANY CORRECTIONS LAWN AREAS SHALL BE SEEDED AFTER FINISHED AND ERECTION OF STRUCTURAL STEEL BUILDINGS, MEET THE DIMENSIONS AND LOADS INDICATED ON
REQUIRED BY THE ARCHIT'EC:T.APPROVAL OF GRADING IS COMPLETE. INCLUDING THE COMMENTARY AND SUPPLEMENTS. THE PLANS. ALL DESIGNS SHALL BE IN ACCORDANCE INTERIM TRIM:ALL TRIM JOINTS TO BE FILLED WITH Client Info
DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE -SPECS FOR STRUCTURAL JOINTS USING ASTM A-325 WITH STANDARD ENGINEERING PRACTICE. WOOD FLLER AND SANDED READY FOR PAINT.
CONTRACTOR FROM RESPONSIBILITY FOR STORM DRAINAGE: CONTRACTOR WILL VERIFY OR A-490 BOLTS. COMPLETE DESIGN CALCULATION SHOWING MEMBER BRIAN &CHLOE SCHIELE
DEVIATIONS FROM DRAWINGS AND SPECIFICATIONS, REQUIREMENTS OF LOCAL AUTHORITIES FRO STORM FORCES AND STRESSES AND ALLOWABLE LOAD ARE DIVISIOn 10 1510 Maple Lane
UNLESS HE HAS CALLED ATTENTION TO SUCH DRAINAGE. COMPLY WITH THE FOLLOWING AMERICAN WELDING TO BE AVAILABLE UPON REQUEST FOR EACH SPECIALTIES:IF USED,SPECIFIED ON PLANS. p
DEVIATIONS(IN WRITING)AT THE TIME OF SOCIETY STANDARDS: MICRO-LAM LUMBER DESIGN. THE DESIGN OF THE East Marion, NY
SUBMISSION OF BID AND SECURED WRITTEN SOILS: AWS D1.1 STRUCTURAL WELDING CODE MICRO-LAM LUMBER BEAMS IS TO BE UNDER THE DIVISION 11
APPROVAL. NOR SHALL IT RELIEVE HIM FROM AWS D12.1 REINFORCING STEEL WELDING CODE SUPERVISION OF A REGISTERED PROFESSIONAL EQUIPMENT:
RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS OR EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS, ENGINEER AND IN ACCORDANCE WITH THE NRB Project Info
SCHEDULES OR THE PROPER]PERFORMANCE OF AND OTHER SUCH WORK AS MAY BE NECESSARY TO COMPLY WITH ASTM A-6,GENERAL REQUIREMENTS ACCEPTANCE,AND PROVISIONS OF THE NATIONAL APPLIANCES SUPPLIED BY OWNER AND INSTALLED
MECHANICAL EQUIPMENT AND CONTROLS. THE DEPTHS AS SHOWN ON THE DRAWINGS.ALL FOR DELIVERY OF ROLLED STEEL PLATES,SHAPES, DESIGN SPECIFICATION FOR WOOD 1984.1, BY CONTRACTOR. CONFIRM REQUIRED LEGALIZE EXISTING FINISHED
TRENCHES FOR FOOTINGS,FOUNDATIONS,SLABS, SHEET PILING,AND BARS FOR STRUCTURAL USE. MECHANCAL/ELECTRICAL HOOK-UPS.
THE WORD"PROVIDE"SHALL MEAN TO FURNISH AND ETC.SHALL HAVE LEVEL,SOLID AND UNDISTURBED PROTECTION: BASEMENT& ROOF OVER EXISTING
INSTALL ALL MATERIALS NECESSARY TO COMPLETE BOTTOMS. CONFORM TO VARIOUS ASTM STANDARDS,AS NOTED, THE MICRO-LAM LUMBER BEAMS,LIKE ANY OTHER DIVISIOV 12 DECK
THE WORK IN ACCORDANCE WITH ACCEPTED AND ALL REQUIREMENTS OF THE GOVERNING WOOD PRODUCT,SHALL BE EL FURNISOINGS:NOT USED 1510 Maple Lane
CONSTRUCTION STANDARDS AND MANUFACTURER'S ALL SOIL BEARING CAPACITY ASSUMED AT 2 TONS/ AUTHORITIES.
RECOMMENDATIONS. SQUARE FOOT,CONTRACTOR SHALL VERIFY IN FIELD. PROTECTION: DIVISIOA 13 East Marion, NY
MATERIALS PROPERTIES: THE MICRO-LAM LUMBER BEAMS,LIKE ANY OTHER SPECIAL CONSTRUCTION:NOT USED
ALL ITEMS SPECIFIED ARE TO ESTABLISH QUALITY OF FILL USED OR ENCOUNTERED UNDERNEATH WOOD PRODUCT,SHALL BE EXERCISED DURING -p
WORK;PRODUCTS OF OTHER MANUFACTURER'S FOUNDATIONS AND SLABS SHALL BE COMPACTED TO 1. STRUCTURAL STEEL SHAPES,PLATES,AND BARS HANDLING TO PREVENT DAMAGE TO THE BEAMS. DIVISION 14
EQUAL IN DESIGN,COLOR AND QUALITY MAY BE A MINIMUM OF 96%MAXIMUM DENSITY IN SHALL BE ASTM A-36. CONVEYING SYSTEMS:NOT USED 0
SUBSTITUTED IF APPROVED BY THE ARCHITECT AS ACCORDANCE WITH THE MODIFIED PROCTOR TEST. 2. COLD FORMED STEEL TUBING SHALL CONFORM HARDWARE: p,.
MEETING ESTABLISHED DESIGN AND FUNCTIONAL MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE TO ASTM A-501 ALL HARDWARE IS TO BE FABRICATED BY OTHERS DIVISION 15 a
Q
CRITERIA. FOR ANY EXCAVATION ADJACENT TO FOOTINGS. 3. STEEL PIPE:ASTM A-53,TYPE E OR S,GRADE B. ACCORDING TO DETAILS CONTAINED IN THE MECHANICAL:PROVIDED BY HVAC
BLACK FINISH,EXCEPT WHERE INDICATED TO BE CONTRACT DRAWINGS. ENGINEER/ENGINEEER
ALL WORK SHALL BE EXECUTED IN ACCORDANCE WHERE WALLS ARE POURED TO GRADE,THE GALVANIZED.
WITH THE BEST-ACCEPTED TRADE PRACTICES AND AS CONTRACTOR SHALL BACKFILL AGAINST THEM WITH 4. ANCHOR BOLTS,ASTM A 307,GRADE A, INSTALLATION:
PER MANUFACTURER'S RECOMMENDATIONS. CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE NON-HEADED TYPE. THE MICRO-LAM LUMBER BEAMS ARE TO BE
THE WORK ADEQUATELY TO PREVENT DEFORMATION 5. ALL STEEL SHALL RECEIVE ONE OF RED OXIDE INSTALLED IN ACCORDANCE WITH THE PLANS. W
CONTRACTOR IS TO INDICATE TO THE ARCHITECT OR COLLAPSE. PRIMER AFTER FABRICATION IN SHOP. TEMPORARY CONSTRUCTION LOADS BEYOND LIMITS
THE PROPOSED DATES AND HOURS DURING WHICH INDICATED THEREON ARE NOT PERMITTED. HOLES, w
WORK SHALL BE PERFORMED. THE CONTRACTOR ALL MATERIALS USED FOR BACKFILL SHALL BE FREE ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY CUTS OR NOTCHES NOT PREVIOUSLY APPROVED BY Z .0 �
SHALL PREPARE AND UPDATE MONTHLY OF DEBRIS AND ORGANIC MATERIAL LARGER THAN 2 BRACING FOR LATERAL STABILITY UNTIL THE THE ENGINEER SHALL NOR BE MADE. THE FINAL 0 .CL U
CONSTRUCTION SCHEDULES;COMPLETION DATE MAY INCHES IN DIAMETER,LENGTH OR WIDTH. STRUCTURE IS FULLY BRACED BY THE INSTALLATION ERECTION OF THE MICRO-LAM LUMBER BEAM SHALL {n U 0
NOT BE EXTENDED WITHOUT WRITTEN NOTICE. OF PERMANENT STRUCTURE: BE UNDER THE DIRECTION OF QUALIFIED j
WATER SHALL NOT BE ALLOWED TO STAND IN CONSTRUCTION SUPERVISOR. [tJ W O
CONTRACTOR SHALL OBTAIN ALL REQUIRED EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS DIVISION 6 U
BUILDING PERMITS,APPROVALS,UNDERWRITERS SET. CONTRACTOR SHALL REMOVE SUCH WATER AT WOOD: LATERAL NAIL HOLDING AND WITHDRAWAL ARE AS �
CERTIFICATE,"C OF 0,"AND/OR COMPLETION FOR HIS WON EXPENSE. PROVIDED IN THE CODE FOR DOUGLAS FIR SAWN
ALL WORK INDICATED FOR AGENCIES HAVING STRUCTURAL LUMBER: LUMBER. NAILS INSTALLED PARALLEL TO THE GLUE Z
JURISDICTION. TEMPORARY SHEET PILING,SHORING OR BRACING LINES ON THE NARROW FACE SHALL NOT BE SPACED O
SHALL BE PROVIDED AS REQUIRED TO MAINTAIN ALL STRUCTURAL LUMBER SHALL BE CONSTRUCTION CLOSER THAN 4 INCHES FOR 10-PENNY COMMON U
CONTRACTOR IS TO SUPPLY OWNER,IN WRITING,A EXCAVATION BANKS IN A SAFE AND STABLE GRADE DOUGLAS FIR-SURFACE DRIED TOMAX. 14% NAILS AND 3 INCHES FOR 8-PENNY COMMON NAILS.
WAIVER OF ALL LIENS FOR HIMSELF AND ALL CONDITION. MOISTURE CONTENT,STRESS GRADED LUMBER. NAILS INSTALLED PERPENDICULAR TO THE GLUE o
SUPPLIERS AND SUBCONTRACTORS,AT THE TIME OF LUMBER SHALL HAVE THE FOLLOWING MINIMUM LINES ON THE WIDE FACE SHALL BE INSTALLED IN N
EACH PAYMENT REQUEST. NO BLASTING SHALL BE PERMITTED. STRESS PROPERTIES: ACCORDANCE WITH THE CODE. THESE NAILING p
SPECIFICATIONS ARE BASED ON A MEMBER AT LEAST
DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS CONTRACTOR SHALL RETAIN A LICENSED CIVIL FB=900 PSI 3/4"THICK AND 3-1/2"WIDE. HOLDING POWER OF
SUPERCEDE SCALED DIMENSIONS. ENGINEER TO PERFORM ALL DESIGN AND FV=75 PSI BOLTS INSTALLED PERPENDICULAR TO THE GLUE
SUPERVISION RELATED TO EXCAVATION, E= 1,700,000 SINGLE USE LINES IS AS PROVIDED IN THE CODE FOR DENSE
BOOM CLEAN AFFECTED AREAS AND CARTS AWAY UNDERGROUND UTILITY SERVICES, DOUGLAS FIR.
ALL DEBRIS. (SUBSTANDARD-LESS THAN 2-TON/SQ.FT.)SOILS ALL STRUCTURAL LUMBER SHALL COMPLY WITH ��
ENCOUNTERED,ROADS,AND SITE STRUCTURES NOT AND BE ERECTED IN ACCORDANCE WITH THE SPECIFIC APPROVAL IS REQUIRED FOR OTHER THAN (
CONTRACTOR SHALL FURNISH AND INSTALL ALL USUALLY CONSIDERED ARCHITECTURAL IN NATURE. NATIONAL FOREST PRODUCTS ASSOCIATION'S NAILED AND BOLTED CONNECTIONS. \ a ARC}
MATERIAL AND EQUIPMENT AS SHOWN,AND UNLESS NATIONAL DESIGN SPECIFICATION FOR WOOD
OTHERWISE NOTE,ALL EQUIPMENT SHALL BE NEW ALL BASEMENT WALLS BELOW GRAD SHALL BE CONSTRUCTION,LATEST EDITION. STRUCTURAL PROPERTIES:
AND OF BEST QUALITY. DAMP-PROOFED WITH TWO COATS OF ASPHALTIC,
SELF-PRIMING PLASTIC CEMENT,TROWEL OR SPRAY ALL LUMBER SHALL BE GRADE MARKED. E=2,000,000 FB=2,800 PSI ' ' I
DIVISION 2 APPLIED TO WALLS IF WATER TABLE IS DETERMINED NO SUBSTITUTES ARE ACCEPTABLE,UNLESS '
SITE WORK: TO BE MINIMUM 2 FEET BELOW BASEMENT SLAB PROVIDE JOIST HANGERS FOR ALL FLUSH FRAMED SPECIFICALLY NOTED BY ENGINEER.
ELEVATION. BENTONITE OR 60 ML LIQUID CONDITIONS,AS MANUFACTURED BY SIMPSON,TECO "1 ► 03 6747
LANDSCAPING:ALL TREES AND SHRUBS WHICH WATERPROOF MEMBRANE AS MFR. BY ANTI-HYDRO OR EQUAL. INSTALL IN ACCORDANCE WITH PLYWOOD: OF 14
INTERFERE WITH THE CONSTRUCTION OF THIS OR EQUAL SHALL BE USED IF WATER TABLE IS MANUFACTURER'S INSTRUCTIONS. ROOF SHEATHING SHALL BE CDX 2410 PLYWOOD,5/8"
PROJECT SHALL BE REMOVED;AND NEW HIGHER. CONTRACTOR SHALL VERIFY WATER TABLE FOR SHEATHING SPANNING 16"OR LESS,AND 3/4"
ORNAMENTAL TREES AND SHRUBS PLANTED,NEW IN THE FIELD. ALL FLOOR JOIST SHALL BE BRIDGED AT MID-SPAN OTHERWISE.
LAWN AREAS SHALL BE SEEDED AFTER FINISHED OR AT INTERVALS NOT TO EXCEED 8 FEET. METAL,
GRADING IS COMPLETE. DIVISION 4 SOLID WOOD BLOCKING,AND(2)5/4"X 3"BRIDGING IS FLOOR SHEATHING SHALL BE 32/16"STRUCTURAL I&
UNIT MASONRY: ACCEPTABLE. IL C-D EXTERIOR,-1/4"THICK APA RATED,T&G,GLUED
STORM DRAINAGE:CONTRACTOR WILL VERIFY AND NAILED.
REQUIREMENTS OF LOCAL AUTHORITIES FRO STORM CONCRETE BLOCK(MIN.COMPRESSIVE STRENGTH: ALL WALL OPENINGS,4 FEET WIDE OR LESS,SHALL GENERAL
DRAINAGE. 1800 PSI): HAVE DOUBLE STUDS AT JAMBS;SPANS WIDER THAN ALL PLYWOOD SHALL BE GRADE MARKED AND MEET
FOUR 4 FEET SHALL HAVE DOUBLE STUDS FOR THE STANDARDS OF AMERICAN PLYWOOD NOTES
SOILS: PROVIDE NORMAL WEIGHT (125 LBS/CU.FT.)HOLLOW HEADER BEARING PLUS JAMB STUD. ASSOCIATION.(APA)
LOAD BEARING BLOCK CONFORMING TO ASTM C90,
EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS, GRADE N-1. JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS,
AND OTHER SUCH WORK AS MAY BE NECESSARY TO UNDER ALL PARALLEL WALLS AND PARTITIONS,AND
THE DEPTHS AS SHOWN ON THE DRAWINGS.ALL INSTALLATION SHALL FOLLOW NATIONAL CONCRETE AT CANTILEVERS BEYOND THE FOUNDATIONS WALL. DIVISION 7 Drawn B Checked B
TRENCHES FOR FOOTINGS,FOUNDATIONS,SLABS, MASONRY INSTITUTE'S RECOMMENDATIONS. THERMAL AND MOISTURE PROTECTION: y ec y
ETC.SHALL HAVE LEVEL,SOLID AND UNDISTURBED TYPICAL INTERIOR NEW,NON-BEARING PARTITIONS J.E.M.
BOTTOMS. LAY WALLS IN RUNNING BOND PATTERN,UNLESS SHALL BE 2X4 STUDS AT 16"O.C.WITH 5/8" ROOFING: J.E.M.M
OTHERWISE INDICATED. SHEETROCK. TAPE,SPACKLE AND FINISH AS DIMENSIONAL ASPHALT ROOFING SHINGLES,COLOR
ALL SOIL BEARING CAPACITY ASSUMED AT 2 TONS/ SPECIFIED. AS SELECTED BY OWNER AND ARCHITECT.
SQUARE FOOT,CONTRACTOR:SHALL VERIFY IN FIELD. DO NOT USE LESS THAN ONE HALF-MASONRY Drawing No.
MODULE. TYPICAL EXTERIOR WALLS:NEW CONSTRUCTION INSULATION:
FILL USED OR ENCOUNTERED UNDERNEATH SHALL BE 2X6 AT 16"O.C. A-3
Sheet 3 of 3
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