HomeMy WebLinkAbout47970-Z s�ff(1I A Town of Southold
4/13/2024
0
P.O.Box 1179
o - 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45126 Date: 4/13/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1095 Track Ave., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 137.-1-26
Subdivision: J Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/2/2022 pursuant to which Building Permit No. 47970 dated 6/17/2022
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:
screened porch addition and deck additions/alterations to existing single family dwelling as applied for.
The certificate is issued to Reilly,Brian&Gail
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47970 11/29/2023
PLUMBERS.CERTIFICATION DATED
Aut riz d Te
o�SUFFo �o TOWN OF SOUTHOLD
aye BUILDING DEPARTMENT
H x TOWN CLERK'S OFFICE
oy • o� � 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#: 47970 Date: 6/17/2022
Permission is hereby granted to:
Reilly, Brian
294 6th St
East Northport, NY 11731
To: Construct screen porch addition and deck alteration to existing single family dwelling
as applied for.
At premises located at:
1096 Track Ave., Cutchogue
SCTM #473889
Sec/Block/Lot# 137.-1-26
Pursuant to application dated 6/2/2022 and approved by the Building Inspector.
To expire on 12/17/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $302.00
CO-ADDITION TO DWELLING $50.00
Total: $352.00
Building Inspector
OF SO(/T�OI
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 1 1 97 1-0959 �� �O sean.devlinitown.southold.ny.us
COUNN
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Brian Reilly
Address: 1095 Track Ave city:Cutchogue st: NY zip: 11935
Building Permit#: 47970 section: 137 Block: 1 Lot: 26
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Raceway Electrical Systems License No: 47037ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1 st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 2 Smoke Detectors 1
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4 4'LED Exit Fixtures Sump Pump
Other Equipment:
Notes: " AS BUILT NO VISUAL DEFECTS " Screened Porch
Inspector Signature: Date: November 29, 2023
S.Devlin-Cent Electrical Compliance Form
OF SOUTyOlo I j q -
# # TOWN OF SOUTHOLD BUILDING DEPT.
40um, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
Ou4jcLr
DATE INSPECTOR
OF SOGTyo� 0
too Is � l,f����
# * TOWN O; SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O [ ] RENTAL
REMARKS: mil) R,---r
�kJ A-C,, �. -
DATE INSPECTOR
ho�aOF SO(/l�o�
# # TOWN OF SOUTHOLD BUILDING DEPT.
��y000N1{0^c� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION/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:
5f
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DATE INSPECTOR
A®RIAN V E MARI E
July 1, 2022
Town of Southold Building Department
Town Hall Annex Building
54375 Route 25
P.O. Box 1179
Southold, NY 11971
RE: 1095 Track Avenue, Cutchogue SCTM: 137-1-26
To whom it may concern,
have observed the excavation and footings for the project above and have no objections or
comments.
Sincerely,
Adrianne Deschler, NCIDQ AUG ,0 :1 2022
BUILDING DEPT.
TOWN OF SOUTHOL D
CP
Yh;
ri
-02 92�Q�:
Adrianne Marie Designs LLC
23 Davenport Place I Bellmore NY 117101516.965.46931 adrianne@amdesignlinycom
July 15, 2022
Town of Southold Building Department
Town Hall Annex Building
54375 Route 25
P.O. Box 1179
Southold, NY 11971
RE: 1095 Track Avenue, Cutchogue SCTM: 137-1-26
To whom it may concern,
have observed the framing, tie-downs, and strapping for the project above and have no
objections or comments.
Sincerely, 22 r�11 n�7
Adrianne Deschler, NCIDQ AUG 0° qn99
BUILDING DEPT.
TOWN OF qnl ITHOIn
N
i
(P .02 92�'Q�: �
E o F r4[ �
Adrianne Marie Designs LLC
23 Davenport Place I Bellmore NY 117101516.965.46931 adrianne@amdesignlinycom
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FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION (IST) r„3
------------------------------------
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PLUMBING `
INSULATION PER N.Y. "3
STATE ENERGY CODE
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o•9�fF�'t�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y�
y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oo�o• Sao Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtom=.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only ® J '_
PERMIT NO. 474?7D_ Building Inspector: MAY o 12 2022
BUILDING Ut--Pi.
Applications and forms must be filled out in their entirety. Incomplete TOWN OF SOUTHOLD
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date: ��•fi�`
OWNER(S)OF PROPERTY:
Name: Brian & Gail Reilly_ scTM#1000-137-1-26
Project Address: 1095 Track Avenue, Cutchogue, NY 11935
Phone#: Email:
Mailing Address: 294 6th Street, East Northport NY 11731
CONTACT PERSON:
Name:
Mailing Address:Phone#: S�6 .rj��f- Ogy/f Email: cfetm�1
DESIGN PROFESSIONAL INFORMATION:
Name: Adrianne Deschler
Mailing Address: 23 Davenport Place, North Bellmore, NY 11710
Phone#: 516-965-4693 Email: adrianne@amdesignliny_.com
CONTRACTOR INFORMATION:
Name:
Mailing Address: /�c��
Phone#: (� .77'7- C)9 YY Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost ofProLect:
DOther Enclose portion of existing deck with screened structure $ o , �B
Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Residential. .. r _ No_Change _
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes JNo IF YES, PROVIDE A COPY.
check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print pMe � Rr� � � ❑Authorized Agent ❑Owner
Signature of Applicant: Date:
4�—
STATE OF NEW YORK)
SS:
COUNTY OF )
/%Q/R*l de, being duly sworn, deposes and says that(s)he is the applicant
(Name of individual sig ing contract)above named,
(S)he is the J �+2c�ctra.PC C�o.nc� (,C�l_ iftn�
(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
day Of 1 \ 20 �� CHRISTQPHI=R TA-ROGERS
Not af often%3 f New York
0022 191
Qualified in Suffoik County
Commission Expires March 19,20S
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
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
rN
NOV 6 2023
BUILDING DEPARTMENT- Electrical Inspector
z1_6 I�111 G I T 1W V T11 TOWN OF SOUTHOLD
Jlall Annex - 54375 Main Road - PO Box 1179
Southold, NeW York 11971-0959
41- dap
A Telephone (631) 765-1802 - FAX (631) 765-9502
rogerrCcD-southoldtownny.gov — sea nd(cD-southol ftqwnny.4ov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFO f MATION (All information Required) Date: /0
Company Name: XA-ce-ukq
Electrician's Name: e4lriS -
License No.: 111C-- q70 ?r/ Elec. email:
Elec. Phone No: ❑1 request an email copy of Certificate of Compliance
E I e c. Address.: I CK
JOB SITE INFORMATION (All Information Required)
Name: ewll;4 P--e l
Address:
Cross Street:
Phone No.: L/
Bldg.Permit#: r rZ 1 '70 email:
1 Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
r7 X- cad'blAd I
;,-. - F- Square Footage:
L ;
Circle All That Apply: —] NO []Roughln PIQ Final
Is job ready for inspection?: 19 YES [
Do you need a Temp Certificate?: F-1 YES rR NO issued On
Temp Information: (All information required)
Service Size1:11/PhF-]3 Ph qi�� A # Meters lieter#
EJ New ServiceE]Fire Rqjl-,��ect[:]Flood ReconnectE]Service Reco ct[:]Underground Doverhead
# Underground Laterals[]1 [-]2 DHFrame E] Pole Work I done on Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
l�
p�
PERMIT 9 Address:
Switches I I 1
Outle' g;f--
GFI's
Surface I
Sconces 1
H H's
UC Lts
Fans I Fridge HW
Exhaust Oven WAD
Smokes DW Mini
-arbon Micro Generator
-ombo Cooktop Transfer
aC AH Hood Service
Amps Have Usec
-pedal:
:omments
GENERAL NOTES:
A THE SITE PLAN HEREIN HAS BEEN PREPARED USING THE SURVEY PROVIDED BY THE fA;DRIANNE
CLIENT,AND IS CORRECT TO THE BEST OF THE KNOWLEDGE OF THE DESIGNER. 1 IARI E
ZONING CALCULATION ANALYSIS:
ADRIANNE MARIE DESIGNS LLC
REQUIRED MS7ING PROPOSED ADREARNE DESCHLER NODO
p'( Ste. 23 DAVENPORTFLACE I BELLMORE.NY 11710
MINIMUM LOT AREA 40.000 SF 16,595SF NO CHANGE 5168474305 I ADRIANNE@AMDESIGNUNYCOM
MINIMUM LOT WIDTH 150 FT 174.57 FT NO CHANGE
F
MINIMUM LOT DEPTH 175 FT 94.35 FT(AVERAGE) NO CHANGE
CONSULTANT
MINIMUM FRONT YARD 50 FT 24.6 FT NO CHANGE ,
MIN.PRIMARY FRONT YARD' 50 FT 24.6 FT 22.6 FT
iJ• MIN.SECONDARY FRONT YARD' 35 FT 35.1 FT NO CHANGE
/ \ MINIMUM REAR YARD 50 FT 35.0 FT NO CHANGE
MAXIMUM BUILDING HEIGHT 35 FT 17.1 FT NO CHANGE.
13% I
(2,214 SF OF 1 6,595 SF)
/ OF .SHED =7.5
MAXIMUM LOT COVERAGE
S (8,000 SF OF 40,OOD SF) .GARAGE780.5.55E NO CHANGE,
.HOUSE=817 SF
/ EXTIt °'� / •DECK=419SF
SHE \
MINIMUM LNABLE.FLOORAREA 850 SF 8178E NO CHANGE
DWELLING UNIT
'IN CASE OF CORNER LOTS,AFRONT YARD SHALL HE COUNTED ON EACH S7REET ON WHICH THE LOTABUTS.
H6 A,
'N
EXISTING ` PROJECT TRACNNG
B' EXISTING CONCRETE \ /
/ 2-STORY STEPS Dp
GARAGE $'' I REV DATE DESMPTION
D4.20
ISSUE FOR REVIEW
'!ha / N1p5'C 1 60722 REVISE AND REISSUE
/
c°
QP
EXISTING WOOD Q: EXISTING WOOD EXISTING
RETAINING WALLG RETAINING WALL WOOD CURB
PROPOSED PROPOSED NEW N
AOOrriON TO SCREEN IN s'
/ EXISTING DECK PORTION OF / �y��• 9�
EXISTING DECK �• ,(�
PROPOSED ADDITION
1''p_ ,2s TO EXISTING DECK
/ }�Os 3930 STILLWELL AVE ?y.
EXTG.2-STORY ppp
0 C ASPHALTEXISTING
DRIVEWAY
DWELLING �b A1py
EXISTING MODIFIED
1-STORY WOOD DECK
apy DWELLING
q'P p4 ,ss2
PROJECT
F
\ r / EX� NEW
G y SCREENED-IN PORCH
PROJECTADDRESS
�G�
AR G. ` V
AGE
1095 TRACK AVENUE
CUTCHOGUE,NY 11935
64'
9 G ^` PROJECT NUMBER 22.102
py / PROJECTSTART 04.05.2022
a 1095 TRACK AVE
G / EMG.1.STORY �A DRAWN BY amO
w \ a DWELLING .�, DRAWING SCALE WA
INDICATESAREAOF DRAWINGTITLE
PROPOSED WORK � �\ '��'p v• /
\ �yC, SITE PLAN
rydST SITE PLAN IS BY:
BASED UPON A COPY OF SURVEYS
C C PERFORMED
So METZGER,LAND SURVEYOR
UTHOLD,NV
109S TRACK AVE.IS DATED:MAY 31,2005
3930 STILLWATER AVE.IS DATED:JANUARY 28,2015
N N BOTH SURVEYS OBTAINED FROM TOWN OF DRAWNG NUMBER
SITE PLAN 2 TRACK AVENUE SITE PLAN SOUTHOLD BUILDING DEPARTMENT MARCH 2O22
SCALE: SCALE; O A
I SHEET 3 OF 6 I
ADRIANNE MA 'CI E
May 10, 2022
Town of Southold Building Department
Town Hall Annex Building
54375 Route 25 I�
P.O. Box 1179 MAY 2"A 2n72
Southold, NY 11971
Re,i i y , brioarN b l TO BUILDING UTHO.
WN OF SOUTHOLD
RE. 1095 Tr Ave ack nue;i ',tch,ogue-!'-SCTM!�137-1-26
To whom it may concern,
Enclosed, please find four(4) copies of the "Supplemental Footing Details"for the address
above. These details are to be reviewed with the full set of construction documents previously
submitted.
Please reach out to me with any questions or for clarification on anything.
Sincerely,
-A add anne Deschler, NCIDQ
Adrianne Marie Designs LLC Q.Wd C5 h 1 i`�l: h&a-J COO
23 Davenport Place I Bellmore NY 117101516.965.46931
!� i Ii I j i1 II ii
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PT4X4 SUPPORT POST 4X4 POST PT SXS SUPPORT POST 4X4 POST
DOWN TO NEW FOOTING DOWNTONEWFOOTING
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DETAIL AT CENTER POST AND FOOTING DETAIL AT CENTER POST AND FOOTING
3A SCALE., IP=,'-W 3B SCALE: Vl=r-W
rADRIANNE MARIE DESIGNS,LLC PRaECT: DRAWING: PROJECTNUMBER: 22-102
ADRLANNE: NEW SCREENED-IN PORCH PROJECTSTART: 04.052022
ADRIANNE DESCNLER NCID4 REILLY RESIDENCE SUPPLEMENTAL
23 DAVENPORT PLACE I BELLMORE,NY 11710 1095 TRACK AVENUE FOOTING DETAILSDRAWN BY:516.84743051 ADRIANNE@AMDESIGNLINY.COM CUTCHOGUE,NY 11935 DRAWING SCALE AS NOTED
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 NYS RESIDENTIAL BUILDING CODE,THE 2020 ENERGY E. NOTCHES IN THE TOP OR BOTTOM EDGES SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE JOIST SPAN. OUTER R E L L Y R E S 'l D E /V C E r��...�Wdbd,=
CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE,2018 ANSI/AF&PA WOOD FRAME CONSTRUCTION THIRDS OF THE SPAN SHALL NOT EXCEED 116 OF JOIST DEPTH, NOR LONGER THAN 1/3 OF JOIST DEPTH. DO NCT
MANUAL FOR ONE AND TWO FAMILY-DWELLINGS,THE LOCAL BUILDING CODE AND ALL AGENCIES HAVING EXCEED 1/4 JOIST DEPTH AT NOTCHES MADE AT SUPPORTS.LIMIT BORED HOLE DIAMETER TO 1/3 JOIST DEPTH,NO DESIGNER'S PROJ EST 22- 102 MARI E
JURISDICTION. CLOSER THAN 2"TO THE TOP OR BOTTOM EDGE,OR CLOSER THAN 2"TO ANY NOTCH.
F. ALL SUBFLOOR SHEATHING TO BE 3/4"CDX T&G PLYWOOD, GLUED AND NAILED WITH 8d COMMON NAILS, OR 10d
2. CONFORM WITH RCNYS,CHAPTER 3, SECTION 301, DESIGN CRITERIA AS FOLLOWS: BOX NAILS,6"FROM EDGE AND 12"IN FIELD O.C. PARTICLE OR OSB BOARD SHALL NOT BE ALLOWED.
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICE UNDER- FLOOD AIR MEAN 6. PROVIDE DRAFT-STOPPING AS PER RCNYS CHAPTER 5, SECTION R502.12.
SNOW DESIGN DESIGN LAYMENT HAZARDS FREEZING ANNUAL
LOAD HPO. SPECIAL WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP. REQUIRED INDEX TEMP.
ECTS 1MNDREG. DEBRIS ZONE DEPTH 7. PROVIDE FIRE-STOPPING AS PER RCNYS CHAPTER 5, SECTION R502.13. ADRIANNE MARIE DESIGNS LLC
20 O NO NO C SEVERE 3'-0- MOD.TO 10 YES YES <1500 52.s' PROJECT LOCATION: 1095 TRACK AVENUE OWNER / CLIENT: BRIAN & GAIL REILLY
HEAVY ADRIANNE DESCHLER,NCIDQ
8. ALL WALL CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM-2018 CHAPTER 3.4 WALL SYSTEMS, U.O.N.,AS CUTCHOGUE, NY 11935 294 6TH STREET 23 DAVENPORT PLACE I BELLMORE,NY 11710
3. CONFORM WITH RCNYS CHAPTER 3, SECTION R303, LIGHT,VENTILATION AND HEATING. FOLLOWS: EAST NORTHPORT, NY 11731 516.847.43051 ADRIANNE@AM DESIGN LINYCOM
4. CONFORM WITH RCNYS CHAPTER 3, SECTION R310, EMERGENCY ESCAPE AND RESCUE OPENINGS. A. STUD SPACING TO BE 16"OC, U.O.N.
B. ALL EXTERIOR WALL SHEATHING TO BE 5/8"CDX PLYWOOD PANELS, NAILED WITH 8d COMMON NAILS OR 10d BOX
5. CONFORM WITH RCNYS CHAPTER 3,SECTION 313,AUTOMATIC SPRINKLER SYSTEMS AND SECTION R314, SMOKE NAILS 6"FROM EDGE AND 12"IN FIELD O.C. PARTICLE BOARD OR OSB SHALL NOT BE PERMITTED. ZONING INFORMATION: D RAW I N G LIST: CONSULTANT
ALARMS. C. NOTCHES IN EITHER EDGE OF STUD SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF STUD LENGTH. NOTCHES IN
OUTER THIRDS OF STUD LENGTH SHALL NOT EXCEED 25%OF STUD DEPTH. BORED HOLES SHALL NOT EXCEED 40%
6. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND MEASUREMENTS IN THE FIELD OF STUD DEPTH. EDGE OF HOLES SHALL NOT BE CLOSER THAN 5/8" TO STUD EDGE. NOTCHES/HOLES SHALL NOT SCTM: 137-1-26 T-01 COVER SHEET: PROJECT INFORMATION, PLOT PLAN&GENERAL NOTES
AND LAYING OUT ALL WORK PRIOR TO COMMENCEMENT OF THE WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO OCCUR IN SAME CROSS-SECTION.WITH o ZONE: RESIDENCE DISTRICT'R-40' T-02 GENERAL NOTES CONTINUED&FASTENING SCHEDULES L� ��
THE ATTENTION OF THE DESIGNER FOR THEIR CONSIDERATION AND CLARIFICATION BEFORE PROCEEDING TH THE D. IF TOP PLATES ARE NOTCHED OR DRILLED BY MORE THAN 50/o OF ITS WIDTH, PROVIDE A 16 GA., 1 1/2"WIDE GALV. TOWN: TOWN OF SOUTHOLD
WORK. IN NO CASE SHALL SUCH DIFFERENCES CONSTITUTE THE BASIS FOR EXTRA CHARGES OF COMPENSATION. DO METAL TIE, FASTENED TO EACH PLATE WITH NOT LESS THAN (8) 16d NAILS AT EA. SIDE. S-01 SITE PLAN&ZONING INFORMATION MAY `12022
NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. ,: E. ALL PLATES IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED AND HAVE CONTINUOUS ALUM.TERMITE
A-01 CONSTRUCTION PLAN, ROOF PLAN, &ELEVATIONS
SHIELD.
7. THE DESIGNER SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR F. ALL EXTERIOR CORNERS SHALL BE MIN. 3 STUDS.ALL EXTERIOR CORNERS AND INTERSECTIONS SHALL HAVE A-02 SECTIONS BUILDING DEPT
NOR ANY OTHER SUBCONTRACTORS, NOR SHALL THEY GUARANTEE THE PERFORMANCE OF THEIR CONTRACT. HOLDOWN CONNECTIONS INSTALLED IN ACCORDANCE WITH SECTION 3.2.3.1 HOLDOWNS,AND AS DETAILED. A-03 DETAILS TOWN OF SOUTHOLD
8. THE OWNER SHALL.PAY ALL FEES TO GOVERNING AUTHORITIES HAVING JURISDICTION OVER THE WORK. 9. WALLS TO BE BRACED IN ACCORDANCE WITH RCNYS CHAPTER 6, SECTION R602.10/WALL BRACING. SCOPE OF WORK: APPROVED AS NOTED
•
9. ALL WORK SPECIFIED HEREIN SHALL INCLUDE MATERIAL, LABOR,AND INSTALLATION. ALL WORKMANSHIP SHALL BE 10. PROVIDE FIRE-STOPPING AS PER RCNYS CHAPTER 6, SECTION R602.8 n ,r,g�s r% OR DATE: I�ao�B.P.
FIRST QUALITY SUBJECT TO THE DESIGNER'S AND OWNER'S APPROVAL. THE DESIGNER RESERVES THE RIGHT TO NEW SCREENED-IN PORTION OF EXISTING DECK. INCLUDING REPLACEMENT OF DECKING AND O jC j-�1i1 1 ,n( ' I� FEE:� 3�O�' BY:
CLARIFY THE WORK IF NECESSARY BY ADDITIONAL DETAILED DRAWINGS OR WRITTEN DESCRIPTION. 11. ALL ROOF CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM-2018 CHAPTER 3.5 ROOF SYSTEMS SYSTEMS, RAILINGS. jE I% U`�LA\v FU NOTIFY BUILDING DEPARTMENT AT
U.O.N.,AS FOLLOWS:
10. COOPERATION: THE GENERAL CONTRACTOR AND ALL OTHER CONTRACTORS SHALL COORDINATE WITH ALL f �'rU,QUT CERTIFICA t 765-1802 8 AM TO 4 PM FOR THE
ADJACENT WORK AND COOPERATE WITH ALL OTHER TRADES AS TO FACILITATE PROCESS OF THE WORK. EACH A. RAFTER SPANS NOT TO EXCEED THOSE AS LISTED IN TABLES 3.26 A&B FOR SPECIES AND GRADE OF LUMBER � CY FOLLOWING INSPECTIONS:
r TRADE SHALL AFFORD ALL OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR INDICATED. rr��C (� V 1. FOUNDATION - TWO REQUIRED
WORK AND STORAGE OF THEIR MATERIALS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER B. ROOF CONSTRUCTION TO BE DESIGNED FOR A MINIMUM 20 PSF LIVE LOAD AND 20 PSF DEAD LOAD WITH A O I- O vOU�A FOR POURED CONCRETE
COORDINATION OF THE WORK. DEFLECTION OF U180. 2. ROUGH - FRAMING & PLUMBING ��s `{
r C. CEILING CONSTRUCTION TO BE DESIGNED FOR A MINIMUM 20 PSF LIVE LOAD AND 10 PSF DEAD LOAD WITH A 3. INSULATION
11. TEMPORARY LIGHT, HEAT AND POWER: THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN AND PAY FOR DEFLECTION OF U240. 4. FINAL - CONSTRUCTION MUST
ALL TEMPORARY UTILITIES THAT MAY BE NEEDED FOR THEIR WORK. IF THE OWNER ALLOWS THE CONTRACTOR TO D. RAFTERS AND CEILING JOISTS SHALL BE PROVIDED WITH LATERAL SUPPORT AT BEARING POINTS TO PREVENT APPLICABLE CODES. RUNOFF BE COMPLETE FOR C.O. `P
USE THE EXISTING FACILITIES,THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR SUCH USE. ROTATION. RAFTERS AND CEILING JOISTS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, DIAG. BRIDGING, R-TA►N STORM WATER ALL CONSTRUCTION SHALL MEET THE �,;
OR CONTINUOUS 2 X 4 WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING JOISTS AT 6'-0"MAX.,AND AS PER PURSUANT TO CHAPTER 236 REQUIREMENTS OF THE CODES OF NEW t - o
12. MEASUREMENTS: (BEFORE ORDERING ANY MATERIAL,OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY AT THE TABLE 3.1 • 2020 RESIDENTIAL CODE OF NEW YORK STATE 1" "
PROJECT AREA ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. NO EXTRA CHARGE E. NOTCHES IN THE TOP OR BOTTOM EDGES SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE RAFTER SPAN. OF THE TO:JN l CODE, PORK STATE. NOT RESPONSIBLE FOR
cn
OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED 1/6 OF RAFTER DEPTH. DO NOT EXCEED 1/4 RAFTER DEPTH AT DESIGN OR CONSTRUCTION ERRORS. ��. 02s25"'
MEASUREMENTS INDICATED IN THE DRAWINGS. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE DESIGNER NOTCHES MADE AT SUPPORTS. LIMIT BORED HOLE DIAM.TO 1/3 RAFTER DEPTH, NO CLOSER THAN 2"TO THE TOP FOF v
FOR THEIR CONSIDERATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. OR BOTTOM EDGE, OR CLOSER THAN 2" TO ANY NOTCH.
F. CEILING RAFTERS SHALL BE PLACED DIRECTLY OPPOSITE EACH OTHER AT ALL RIDGE BOARDS. CEILING
13. SITE MAINTENANCE AND CLEANING: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE JOISTS/RAFTER TIES SHALL FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WITH CONNECTIONS IN
JOB SITE IN A CLEAN ORDERLY MANNER. ALL DEBRIS AND RUBBISH SHALL BE REMOVED FROM THE BUILDING AS ACCORDANCE WITH TABLES 3.9. COMPLY WITH ALL CODES Or
RAPIDLY AS IT ACCUMULATES. CONTRACTOR SHALL PROVIDE PROPER TRASH RECEPTACLE'S FOR FOOD AND G. ALL EXTERIOR ROOF SHEATHING TO BE 5/8"CDX PLYWOOD PANELS, NAILED WITH 8d COMMON NAILS OR 10d BOX NEW YORK STATE & TOWN CODES PROJECT TRACKING:
OTHER RUBBISH. NO FOOD WASTE ON THE FLOORS OF THE JOB SITE WILL BE TOLERATED. THE WORK AREA SHALL NAILS 6"FROM EDGE AND 12"IN FIELD O.C.4"O.C.AT RAKES&OVERHANGS. PARTICLE BOARD OR OSB NOT
BE KEPT TIDY AT ALL TIMES. PERMITTED. AS REQUIRED AND CONDITIONS OF
H. PROVIDE RAFTER TIES/HURRICANE CLIPS AS MANUFACTURED BY SIMPSON AT ALL RAFTER BEARING LOCATIONS IN ,� s SOUTHOLD TOWN ZBA REV14. PROTECTION: THE:CONTRACTOR SHALL PROTECT THE OWNER AND ADJACENT PROPERTIES FROM INJURIES AND SIZES INDICATED. INSTALL AS PER MANUFACTURERS INSTRUCTIONS. tk Q DATE DESCRIPTION
DAMAGE. ANY DAMAGE DONE DURING CONSTRUCTION DUE TO NEGLIGENCE OF THE CONTRACTOR OR THEIR,SUBS PLOT PLAN IS BASED UPON A COPY OF A 1 �o I
s SOUTHOLD TONlN PLANNING BOARD #
SHALL BE CORRECTED WITHOUT DELAY OR EXPENSES TO THE OWNER.TEMPORARY SHORING/BRACING SHALL BE 12. ALL CONNECTIONS TO CONFORM WITH ANSI/AF&PA WFCM-2018 CHAPTER 3.2- CONNECTIONS.ALL NAILS, SINKERS, SURVEY PERFORMED BY: O,
THE RESPONSIBILITY OF THE CONTRACTOR. SCREWS,STAPLES, ETC. USED IN EXTERIOR TO BE AS SCHEDULED FROM TABLE 3.1/NAILING SCHEDULE. SEE SHEET JOHN METZGER,LAND SURVEYOR SOUTHOLD TOWN TRUSTEES O4.20.22 ISSUE FOR REVIEW
T-2 FOR SCHEDULE. SOUTHOLD,NY F
" A. FOUNDATIONS DATED: MAY 31,2005 ` N.Y.S.DEC
D. CARPENTRY .
1. ALL FOUNDATIONS TO CONFORM WITH RCNYS CHAPTER 4, FOUNDATIONS, U.O.N.
1. INTERIOR WALLS TO BE 1/2"MIN. GYPSUM BOARD CONFORMING TO RCNYS CHAPTER 7, WALL COVERING. FASTEN ;; \ All exterior lighting
2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF TWO TONS PER WITH 1 1/2"TYPE W OR S SCREWS IN ACCORDANCE WITH ASTM C 1002, 12"OC MAX.ALL CORNERS REINFORCED W/ EXTG installed,replaced or
SQUARE FOOT(VERIFY IN FIELD)AND SHALL EXTEND T-0"MIN. BELOW FINISHED GRADE. GALV. METAL BEADS; AND JOINTS TAPED SPACKLED, 3 COATS OF SPACKLING COMPOUND SANDED SMOOTH. SHED Tepaired Shall conform
3. FILL MATERIAL TO 13E ACCEPTABLE SAND, GRAVEL OR COMBINATION OF BOTH WHICH MAY CONTAIN SMALL AMOUNTS 2. INSTALL TYPE X GYPSUM BOARD AT ALL GARAGE WALLS AND CEILINGS, FURNACE ROOMS/CLOSETS, INSTALLED to Chapter 172
OF STONES OR PE13BLES OVER ONE INCH IN LARGEST DIMENSION, BUT NONE OVER TWO INCHES, BUT DOES NOT PERPENDICULAR TO FRAMING MEMBERS. FASTEN WITH 1 7/8"MIN.6d COATED NAILS OR EQUIV. DRYWALL SCREWS, of the Town Code
CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND FROZEN MATERIAL. 6"OC MAX. \
4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557,METHOD C. COMPACT 3. PROVIDE"HARDIBACKER"CEMENT BOARD AT ALL TILED AREAS,TUB/SHOWER STALLS,AND WATER RESISTANT ,
UNDER SLABS, FOUNDATIONS,AND FOOTINGS AT ONE HUNDRED PERCENT OF MAXIMUM DENSITY. COMPACT GYPSUM BOARD AT ALL OTHER LOCATIONS REQUIRING SUCH.FASTEN WITH 1 1/2"GALV.TYPE W OR S SCREWS 121, '
BACKFILL AT WALLS, EMBANKMENTS,AND UNDER PAVED AREAS AT NINETY PERCENT OF MAXIMUM DENSITY. OC, / ��, r+"��,�*,.�,.r,-•,.)�R.,t,•,
01
5. ANCHOR ALL SILL(PLATES AT EXTERIOR WALLS TO FOUNDATIONS WITH 5/8" DIAM. BOLTS, EMBEDDED A MINIMUM V-6" 4. ALL EXTERIOR WOOD FASCIA AND TRIM TO BE CEDAR OR PRESSURE TREATED,WRAPPED IN ALUMINUM OR VINYL
INTO FOUNDATION WALLS. LOCATE BOLTS WITHIN V-0"FROM ENDS AND T-0"ON CENTER. TRIM AS SHOWN. / EXISTING >"o
2-STORY6. SLOPE ALL FINAL GRADES AWAY FROM FOUNDATION WALLS IN ACCORDANCE WITH SECTION R401.3 5. VINYL SIDING TO CONFORM WITH ASTMD 3679,AS SELECTED BY OWNER. GARAGE
7. ALL FOOTINGS AND FOUNDATIONS TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH SECTION 6. FASTENERS FOR PRESERVATIVE&FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED GALVANIZED STEEL PROPOSED NEW ".�
R403/FOOTINGS AND SECTION R404/FOUNDATION WALLS. OR STAINLESS STEEL. SCREENED-IN PORTION
8. ALL FOUNDATIONS TO BE DAMPROOFED WITH ACRYLIC MODIFIED CEMENT, 3 LBS. PER SQ YD, FROM T.O. FOOTING TO 7. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD PROPOSED ��o OF EXISTING DECK /
8" MIN.ABOVE FIN. GRADE-"THOROSEAL"OR EQUAL. IN ACCORDANCE WITH AWPA M4. ADDITION TO �QP
B. CONCRETE E. ROOFING EXISTING DECK
o EX IN
1. ALL CONCRETE WORK SHALL CONFORM TO RCNYS CHAPTER 4,SECTION R404 AND APPLICABLE RECOMMENDATIONS 1. ALL ROOF ASSEMBLIES TO CONFORM WITH RCNYS SECTION 9-ROOF ASSEMBLIES AND WFCM-2018 3.5-ROOF `ram, ASPHALT /
OF THE AMERICAN CONCRETE INSTITUTE(ACI). SYSTEMS AS FOLLOWS: 0`s' �'�� ^�h DRIVEWAY
/ PROJECT:
2. ALL CONCRETE SHALL BE STONE CONCRETE(3/4"COARSE AGGREGATE) HAVING A MINIMUM STRENGTH OF 3500 PSI A. PROVIDE CONCEALED ALUM. FLASHING AT ALL WALL AND ROOF INTERSECTIONS,CHANGE IN ROOF SLOPE OR
AT TWENTY-EIGHT DAYS FOR PORCHES, CARPORT SLABS,AND STAIRS. FOOTINGS SHALL BE 2500 PSI MIN.AND WALLS DIRECTION,AND AROUND ROOF OPENINGS-NO. 26 GALV SHEETS. O N\ EXISTING MOD. r
SHALL BE 3000 PSI MIN. B. ROOF DECK UNDERLAYMENT SHALL COMPLY WITH ASTM D 1970,AS MANUFACTURED BY GAF,"SHINGLE-MATE". ICE �� 1 -STORY WOOD
PROTECTION SHALL BE AS MANUFACTURED BY GAF,"WEATHERWATCH/STORMGUARD LEAK BARRIER', EXTEND DWELLING DECK g /
3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE CONTINUOUS AND MIN.24"AT ALL RAKES, EAVES,VALLEYS, CHIMNEYS. ,1,Q �'l `,`'•j, PG
HAVE MINIMUM LAPS OF FORTY DIAMETERS. C. ASPHALT SHINGLES TO BE ATTACHED WITH A MINIMUM OF SIX FASTENERS PER SHINGLE WITH GALVANIZED STEEL, sr, r?2 4,�/O ,C� NEW
STAINLESS STEEL,OR COPPER NAILS, MIN. 12 GAGE SHANK WITH A MIN. 3/8"DIA. HEAD,ASTM F 1667,TO srr, _
4. WELDED WIRE FABRIC(WWF)SHALL CONFORM TO THE REQUIREMENTS OF ASTM Al85, FLAT SHEETS ONLY. PENETRATE THROUGH SHINGLE AND MIN. 3/4" INTO ROOF SHEATHING. "O-, SCREENED-IN PORCH
D. ASPHALT SHINGLES TO BE CLASS A,AND COMPLY WITH ASTM D 225 OR ASTM D 3462 AS MANUFACTURED BY 7Z\
5. CONCRETE IN FOUNDATIONS AND SLABS EXPOSED TO WEATHER AFTER COMPLETION OF THE PROJECT SHALL._ CERTAINTIES"GRAND MANOR". COLOR AS SELECTED BY OWNER. INSTALL RIDGE CAP SHINGLES AT ALL RIDGES.
CONTAIN FIVE PERCENT(+/- 1%)BY VOLUME OF ENTRAINED AIR AS PER ASTM C231. E. INSTALL NEW CONTINUOUS RIDGE VENT AT NEW AND EXISTING RIDGES AS MANUFACTURED BY MID-AMERICA, o"'� / PROPOSED ADDITION
"RIDGEMASTER PLUS". INSTALL WITH CONTINUOUS SCREENED SOFFIT VENT AT NEW AND EXISTING SOFFIT. � \ �h' ,1 TO EXISTING DECK PROJECTADDRESS:
6. SLUMP SHALL BE FOUR INCHES AND ALL CONCRETE SHALL BE CONSOLIDATED BY ADEQUATE VIBRATORS. F. INSTALL NEW GUTTERS AND LEADERS;ALUM WITH BAKED ENAMEL FINISH. COLOR AS SELECTED BY OWNER.TIE /
7. KEEP CONCRETE SURFACES NOT COVERED BY FORMS, PROTECTED FROM LOSS OF SURFACE MOISTURE FOR NOT INTO EXISTING DRYWALLS.
LESS THAN SEVEN DAYS. F. THERMAL AND MOISTURE PROTECTION-AS REQUIRED 1095 TRACK AVENUE
8. SLABS ON GRADE SHALL BE PLACED IN SECTIONS NOT EXCEEDING NINE HUNDRED SQUARE FEET WITH THIRTY FOOT 1. ALL INSULATION TO CONFORM WITH RCSNY CHAPTER 3-BUILDING PLANNING, SECTION R320 INSULATION. 7� CUTCHOGUE, NY 11935
MAXIMUM SIDE LENGTH. ALL CONCRETE SLABS SHALL HAVE STEEL TROWELLED FINISH UNLESS OTHER-WISE NOTED, INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25,W/AN ACCOMPANYING �� \
AND SHALL BE REINFORCED WITH 6 X 6- 10/10 WWF LOCATED ONE INCH FROM THE TOP SURFACE. SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 AS PER ASTM E 84. /
9. NEW FORMS SHALL.BE USED FOR ALL FOOTINGS. 2. ALL RIGID AND BATT INSULATION TO BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS, IN SIZES AND R-VALUES PROJECT NUMBER: 22-102
AS INDICATED. INSULATION TO BE BY CERTAINTEED(OR EQUAL). N PROJECT START: 04.05.2022
C. TIMBER FRAMING 3. INSTALL CONTINUOUS SILL SEALER UNDER ALL PLATES IN CONTACT WITH FOUNDATION WALLS.
1. ALL STRUCTURAL LUMBER SHALL BE STRESS GRADED DOUGLAS FIR-LARCH NO. 1 HAVING A MINIMUM FIBER BENDING 4. INSTALL NEEW'7YVEK'HOUSEWRAP AT EXTERIOR SHEATHING. DRAWN BY amd
STRESS OF 1200 PSI. DRAWING SCALE: N/A
5. INSTALL 6 MIL.THICK POLYETHYLENE MOISTURE BARRIER UNDER ALL CONCRETE SLABS AND INTERIOR SIDES OF
2 STRUCTURAL
TURAL LUMBER, PLYWOOD, SHEATHING, ENGINEERED LUMBER, ETC. SHALL BEAR VISIBLE GRADE EXTERIOR WALLS.
STAMPING. PLOT PLAN
6. INSTALL OPERABLE SCREENED VENTS AT ALL CRAWL SPACES IN SIZES INDICATED AS PER RCNYS; CHAPTER 3- DRAWING TITLE:
3. ENGINEERED LUMBER TO BE IN SIZES INDICATED AND INSTALLED AS PER TRUS-JOIST MACMILLAN,"TJI PRO SERIES". BUILDING PLANNING AND SECTION R408-UNDER-FLOOR SPACE. INSTALL WITHIN T-0"OF EACH CORNER OF SCALE: 1"=20'-0"
ENGINEEERED BEAMS TO BE BY TRUS-JOIST MACMILLAN, "PARALLAM"OR"MICROLLAM 2.0E". FOUNDATION STRUCTURE. COVER SHEET
4. PROVIDE SOLID BLOCKING FROM TOP OF GIRDER/BEAM OR FOUNDATION WALL TO UNDERSIDE OF FLOOR AT ALL 7. IN ALL FRAMED WALLS, FLOORS,AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,
LOAD BEARING COLUMNS.WOOD COLUMNS AT EXTERIOR LOCATIONS TO BE CCA PRESSURE TREATED. A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ABBREVIATIONS SYMBOLS
ACCORDANCE WITH SECTION R322.
5. ALL FLOOR CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM-2018 CHAPTER 3.3 FLOOR SYSTEMS, U.O.N.,AS
FOLLOWS: ALUM.-ALUMINUM E.X./EEXTG.-EXISTING PLT.-PLATE VERTICAL ELEVATION A SECTION LETTER/NUMBER
A. FLOOR JOIST SPANS NOT TO EXCEED THOSE AS LISTED IN TABLES 3.18 A-B FOR SPECIES AND GRADE OF LUMBER B/O-BOTTOM OF FDN.-FOUNDATION PLWD.-PLYWOODAl
INDICATED. BTM.-BOTTOM F.J.-FLOOR JOIST REQ'D.-REQUIRED REVISION DRAWING SHEET
A-1
B. ALL FLOORS TO BE DESIGNED FORA MINIMUM 40 PSF LIVE LOAD AND 20 PSF DEAD LOAD AND DEFLECTION OF BDRM. -BEDROOM FTG.-FOOTING R.R.-ROOF RAFTERS EXISTING WALLS TO REMAIN 1 DETAIL NUMBER/LETTER DRAWING NUMBER
0
U360.
C. PROVIDE MINIMUM BEARING OF 3", UON,AT ENDS OF ALL JOISTS, BEAMS AND GIRDERS; PROVIDE DOUBLE JOISTS C.J.-CEILING JOIST GYP. BD.-GYPSUM BOARD T/O-TOP OF , EXISTING WALLS TO BE REMOVED A-1 DRAWING SHEET
UNDER ALL PAFLALLEL PARTITIONS;PROVIDE SOLID BRIDGING, STAGGERED AT 6'-0"OC MAX. DJ.-DECK JOIST HDR.-HEADER TRANS.-TRANSITION L__J
D. LAP JOISTS OVER BEARING SUPPORT A MINIMUM OF 3", NAILED TOGETHER WITH THREE 10d FACE NAILS MIN. = NEW WALL CONSTRUCTION ELEVATION LETTER/NUMBERT�01
JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY A SPECIFIED FRAMING ANCHOR. DN.-DOWN HT.-HEIGHT (TYP.)-TYPICAL A
TOE-NAILING SHALL NOT BE PERMITTED. DP.-DEEP MANUF.-MANUFACTURER W/-WITH t�# KEYNOTE A-1 DRAWING SHEET
EA. -EACH M.L.-MICRO LAM WD.-WIDE SHEET 1 OF 6
GENERAL NOTES CONTINUED: FASTENING SCHEDULE TABLE 3.4A RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION TABLE 3.9A RAFTER/CEILING HEEL JOINT CONNECTION REQUIREMENTS
REQUIREMENTS-EXPOSURE B(PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (PRESCRIPTIVE ALTERNATE TO TABLE 3.9)
G. STONE&MASONRY INFORMATION FOR FASTENING SCHEDULE TAKEN FROM THE ANSI/AF&PA WFCM FOR ONE AND TWO FAMILY WIND SPEED ROOF LIVE ADRIANNE
DWELLINGS, TABLE 3.1/NAILING SCHEDULE IN ADDITION WITH TABLES 3.4A, 3.5, 3.6, 3.9A, 3.10, 3.11 90 95 100 105 110 115 120 130 140 150 160 170 180 195 GROUND SNOW LOAD
1. ALL STONE&MASONRY VENEER SHALL CONFORM TO RCNYS CHAPTER 7 SECTION R703 EXTERIOR (PRESCRIPTIVE DESIGN)).THIS SCHEDULE TO BE USED AS A GUIDE ONLY; FOR ADDITIONAL INFORMATION 3 SEC.GUST(MPH) LOAD COVERING&SHALL IBE INSTALLED IN ACCORDANCE WITH TABLE R703.4&FIGURE R703.7 CONTRACTOR TO CONTACT ARCHITECT OR REFER TO THE AF&PA WFCM-2018 EDITION.THE PROVIDED RAFTER/ WALL NUMBER OF 8d COMMON NAILS OR 10d BOX NAILS(TOE NAILED) 20 psf 30 psf 50 psf 70 psf SCHEDULES TO BE USED AS A GUIDE ONLY. CONTRACTOR SHALL REFER TO THE ACTUAL MANUAL. CEILING JOIST HT. REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO TOP PLATE CONNECTION ROOF SPAN(FT)
2. ALL VENEER ABOVE OPENINGS SHALL BE SUPPORTED ON LINTELS OF NON-COMBUSTIBLE MATERIALS& SPACING(IN) (FT.) (SEE NOTES 1,2, 3,4)
THE ALLOWABLE SPAN SHALL NOT EXCEED THE VALUES SET FORTH IN TABLE R703.7.3.THE LINTELS
12 24 36 12 24 36 12 24 36 12 24 36
SHALL HAVE A LENGTH OF BEARING NCT LESS THAN 4". TABLE 3.1 NAILING SCHEDULE 8 2 2 2 2 2 2 2 2 3 3 3 3 3 3
NUMBER OF NUMBER OF 12 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 RAFTER SLOPE . RAFTER SPACING REQUIRED NUMBER OF 16d COMMON OR 40d BOX NAILS
3. MASONRY VENEER SHALL BE ANCHORED TO THE SUPPORTING WALL WITH CORROSION RESISTANT JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING (IN) PER HEEL JOINT CONNECTION(SEE NOTE 1,2, 3,4, 5) ADRIANNE MARIE DESIGNS LLC
SHEET METAL TIES P40T LESS THAN NO 22 U.S. GA. BY 7/8"CORRUGATED WITH A DISTANCE OF 1"MAX. 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 1 ADRIANNE DESCHLER,NCIDQ
SEPARATING THE VENEER FROM THE SHEATHING MATERIAL.. ROOF FRAMING 16 12 3 5 8 3 6 9 5 9 13 6 12 17 23 DAVENPORT PLACE I BELLMORE,NY 11710
3.12 RAFTER TO TOP PLATE,TOE NAILED SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER 10 2 2 2 2 2 2 3 3 3 3 3 3 3 3 16 4 7 10 4 8 12 6 12 17 8 15 23 516.847.43051 ADRIAN N E@AM DESIGNLINYCOM
4. MASONRY VENEER MAY BE ANCHORE TO THE SUPPORTING WALL WITH CORROSION RESISTANT METAL 8 3 3 3 3 3 3 4 4 5 5 1 5 1 5 5 5 19.2 4 8 12 5 10 14 7 14 21 9 18 27
STRAND WIRE TIES 140T LESS THAN NO.9 US. GA.WIRE WITH A DISTANCE OF 4 1/2"MAX. SEPARATING THE CEILING JOIST TO TOP PLATE, SEE TABLE 3AA SEE TABLE 3AA PER JOIST 24 24 5 10 15 6 12 18 9 17 26 12 23 34
VENEER FROM THE:SHEATHING MATERIAL. TOE NAILED 10 3 3 3 3 3 3 4 4 5 5 5 5 5 6
CEILING JOIST TO PARALLEL RAFTER, 12 3 4 6 3 5 7 4 7 10 5 9 13 CONSULTANT.
5. EACH TIE SHALL BE SPACED NOT MORE THAN 24"O.C. HORIZONTALLY AND SHALL SUPPORT NOT MORE FACE NAILED 4:12 SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP NOTES: 16 3 5 8 3 6 9 5 9 13 6 12 17
THAN 3 1/4 SQUARE FEET OF WALL AREA. 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 19.2 3 6 9 4 7 11 6 11 16 7 14 21
CEILING JOIST LAPS OVER SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP 2. WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE TOENAILS IN THE RAFTERS AND CEILING JOIST SHALL EQUAL OR EXCEED THE 24 4 8 11 5 9 13 7 13 19 9 17 26
PARTITIONS, FACE NAILED TABULATED NUMBER OF NAILS REQUIRED.
H. MECHANICAL. COLLAR TIE TO RAFTER SEE TABLE 3.6 SEE TABLE 3.6 PER TIE 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED TO A 2X4 TOP PLATE OR 12 3 3 5 3 4 6 3 6 8 4 7 11
3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE.
5:12 16 3 4 6 3 5 7 4 7 11 5 9 14
1. ADDITIONS OR ALTERATIONS TO EXISTING MECHANICAL SYSTEMS SHALL CONFORM WITH RCNYS PART V BLOCKING TO RAFTER,TOE NAILED 2-8d 2-10d EACH END 19.2 3 5 7 3 6 9 5 9 13 6 11 17
4. WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10",THEY SHALL BE ADJUSTED AS FOLLOWS: 24 3 6 9 4 7 11 6 11 16 7 14 21
-MECHANICAL&VI-FUEL GAS. RIM BOARD TO RAFTER, END NAILED 2-16d 2- 16d EACH END
2. ADDITIONS OR ALTERATIONS TO EXISTING MECHANICAL SYSTEMS ARE NOT COVERED UNDER THESE WALL FRAMING 12 3 3 4 3 3 4 3 4 6 3 5 8
DOCUMENTS AND THE ARCHITECT SHALL BEAR NO RESPONSIBILITIES FOR ITEMS PERTAINING TO SUCH. 7:12 16 3 3 5 3 4 5 3 5 8 4 7 10
PER FOOT
TOP PLATE TO TOP PLATE, 2- 16d 2- 16d WALL HEIGHT 8' 10, 19.2 3 4 5 3 4 6 3 6 9 4 8 12
3. ALL HEATING AND COOLING EQUIPMENT TO BE PROVIDED AND INSTALLED BY OTHERS. OWNER OR FACE NAILED (SEE NOTE 1) (SEE NOTE 1) TOP PLATE TO RIDGE ADJUSTMENT FACTOR 24 3 5 7 3 5 8 4 8 11 5 10 15
OWNERS REPRSENTATIVE/MECHANICAL ENGINEER ETC. IS RESPONSIBLE TO ASSURE EQUIPMENT MEETS TOP PLATES AT INTERSECTIONS, 4- 16d 5-16d JOINTS HEIGHT(FT) 12 3 3 3 3 3 3 3 3 5 3 4 6
COMBUSTION AIR REQUIRMENTS AS PER SECTION 701-MC-NYS AND SHALL PROVIDE THE BUILDING FACE NAILED EACH SIDE
10' 1.00 1.00 9:12 16 3 3 4 3 3 4 3 4 6 3 5 8
DEPARTMENT WITH ALL INFORMATION PERTAINING TO SUCH. STUD TO STUD, FACE NAILED 2- 16d 2-16d 24"O.C. 19.2 3 3 4 3 4 5 3 5 7 3 6 9
4. MECHANICAL CONTRACTOR SHALL VERIFY EXISTING HVAC SYSTEM AND ABILITY TO HANDLE ADDITIONAL 16"O.C. 15' 1.15 1.25 24 3 4 5 3 4 6 3 6 9 4 8 12
LOAD WITH WRITTEN STATEMENT PER RCNYS CHAPTER N1101.2.1, N1101.2.2,AND AJ202.2. IF IT NEEDS HEADER TO HEADER, FACE NAILED 16d 16d ALONG EDGES 20' 1.40 1.50
12 3 3 3 3 3 3 3 3 4 3 3 5
UPGRADE MATERIALS&FIXTURES MUST COMPLY WITH RCNYS CHAPTERS 12 THROUGH 24. PROVIDE TOP OR BOTTOM PLATE TO STUD, 12:12 16 3 3 3 3 3 3 3 3 5 3 4 6 P �+
SEE TABLE 3.5 SEE TABLE 3.5A PER STUD
BOILER MANUFACTURER SPECIFICATIONS AND HEAT LOSS CALCULATIONS FOR BASEBOARD OR AIR END NAILED 19.2 3 3 3 3 3 4 3 4 6 3 5 7
DUCT SIZES FOR ADDITION AREA. 24 3 3 4 3 3 5 3 5 7 3 6 9
BOTTOM PLATE TO FLOOR JOIST, 2- 16d 2-16d
BAND/RIM JOIST, OR END JOIST, OR PER FOOT TABLE 3.6 RIDGE CONNECTION REQUIREMENTS FOR WIND-EXPOSURE B NOTES:
(SEE NOTE 1,2) (SEE NOTE 1,2) DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL= 10 so
I. PLUMBING BLOCKING-FACE NAILED ( p 'J 1. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BEARING WALL,HEADER OR RIDGE BEAM DESIGNED TO RESIST
THE APPLIED LOADS. y -
WIND SPEED
1. ADDITIONS OR ALTERATIONS TO EXISTING PLUMBING SYSTEMS SHALL CONFORM WITH RCNYS PART V11 FLOOR FRAMING 3 SEC.GUST(MPH) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 2. WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED B VERTICAL STRUTS OR PURLINS TO A LOADBEARING WALL,THE TABULATED HEEL JOINT r ,s�
-PLUMBING,AND THE LOCAL AGENCY HAVING JURISDICTION. JOIST TO SILL,TOP PLATE OR CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION SPAN. �
4-8d 4-1 Od PER JOIST (SEE FIG. 1.1) /�J
GIRDER,TOE NAILED 3. EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES. •"o Qi
2. ALL WATER PIPING SHALL BE TYPE"L", HARD TEMPERED,WITH"DIELECTRIC"UNIONS. ROOF ROOF REQUIRED CAPACITY OF RIDGE CONNECTION I 9T 02925
BRIDGING AND/OR BLOCKING TO 2-8d 2- 10d EACH END JOIST,TOE NAILED PITCH SPAN SEE NOTE 1,2,3,4 (p� 4. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NO INCLUDE THE ADDITIONAL WEIGHT OF HE CEILING ASSEMBLY. �� ('f'E
3. PROVIDE AND INSTALL OWNER SELECTED TOILET, SINKS, FAUCETS,TUBS, SHOWER PANS ETC. PROVIDE 5. TABULATED HEEL JOINT OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE,NO ATTIC STORAGE IS ASSUMED,AND THE TABULATED HEEL JOINT
ALL FITTINGS FOR COMPLETE INSTALLATION. BLOCKING TO SILL OR TOP PLATE, 3- 16d 4- 16d EACH BLOCK 12 28 39 51 64 77 91 105 136 169 205 243 284 327 397 CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS:
4. EXTEND ALL HOSE BIBS, SHUTOFF VALVES,VENTS, FUEL OIL FILL NECKS, ETC. TOE NAILED 16 36 52 68 85 103 121 141 182 226 274 325 379 436 529LEDGER STRIP TO BEAM, 3-16d 4-16d EACH JOIST 20 46 65 85 106 128 152 176 227 282 342 406 473 545 661
FACE NAILED 3:12 24 56 78 102 128 154 182 211 272 339 410 487 568 654 793 PROJECT TRACKING:
5. PROVIDE AND INSTALL COLD WATER TAP TO NEW REFRIGERATOR. 28 65 91 119 154 180 212 246 318 395 479 568 663 763 925 CEILING HEIGHT/TOP HEEL JOINT CEILING HEIGHT/TOP HEEL JOINT
JOIST ON LEDGER TO BEAM, 3-8d 3-10d PER JOIST 32 74 1 1 119 154 180 243 281 318 395 479 568 758 763 9 57 PLATE-TO-ROOF RIDGE CONNECTION PLATE-TO-ROOF RIDGE CONNECTION
6. ALL HOT WATER PIPING TO BE INSULATED W/1" INSULATION MIN. TOE NAILED HEIGHT(Hc/Hr) ADJUSTMENT FACTORS HEIGHT(Hc/Hr ADJUSTMENT FACTORS
36 83 118 154 206 231 273 316 409 508 616 730 852 982 1190 ) REV.
BAND/RIM JOIST TO JOIST, 3-16d 4- 16d PER JOIST # DATE DESCRIPTION
7. PLUMBING CONTRACTOR SHALL VERIFY EXISTING PLUMBING SYSTEM CONDITION AND ABILITY TO END NAILED 12 26 35 45 55 65 77 88 113 139 168 199 231 266 321 1/2 2.00 1/5 1.25
HANDLE ADDITIONAL LOAD WITH WRITTEN STATEMENT. UPGRADE MATERIALS&FIXTURES SHALL 16 35 47 60 73 87 102 118 150 186 224 265 308 354 428 1/3 1.50 1/6 1.20
COMPLY WITH RCNYS CHAPTERS 25 THROUGH 32. BAND/RIM JOIST TO SILL OR TOP 2-PLATE,TOE NAILED (SEE NOTE 1) 20 43 58 75 91 109 128 147 188 232 280 331 3$5 443 536 3- 16d PER FOOT 1/4 1.33 1/10 1.11 0420.22 ISSUE FOR REVIEW
4:12 24 52 70 89 110 131 153 176 226 279 336 397 463 532 643
ROOF SHEATHING 28 61 82 104 128 153 179 206 263 325 392 464 540 620 750 NOTE:
J. ELECTRICAL WOOD STRUCTURAL PANELS 8d 10d SEE TABLE 3.10 32 69 94 119 146 174 204 235 301 372 448 530 617 709 857 LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH WHEN RAFTER TIES ARE LOCATED ABOVE 1/3 OF THE TOP PLATE-TO-ROOF
36 78 105 134 164 196 230 264 338 418 504 596 694 797 964 RIDGE HEIGHT Hr,OR WHEN He IS GREATER THAN 2FT AND MAY REQUIRE ADDITIONAL CONSIDERATION.
- 1. ADDITIONS OR ALTERATIONS TO EXISTING ELECTRICAL SYSTEMS SHALL CONFORM WITH RCNYS PART DIAGONAL BOARD SHEATHING:
VI11- ELECTRICAL, NFPA 70 AND THE N.E.C.AS WELL AS THE LOCAL UTILITY COMPANY. 1 X 6 OR 1 X 8 2-8d 2-10d PER SUPPORT 12 20 27 35 43 51 60 69 88 109 132 156 182 209 253
1 X 10 OR WIDER 3-8d 3- 10d PER SUPPORT 16 26 36 46 57 68 80 92 118 146 176 208 242 279 337
2. ALL WIRING SHALL BE#12 AND#14 COPPER,AS REQUIRED. NO ALUMINUM WIRING IS PERMITTED. 20 33 45 58 71 85 100 115 147 182 220 260 303 348 421 TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS
CEILING SHEATHING 5:12 24 40 54 69 85 102 119 138 177 219 264 312 364 418 506 FOR WIND LOADS-EXPOSURE B
3. PROVIDE AND INSTALL ALL LIGHTING FIXTURES, FANS,AND APPLANCES AS SELECTED BY OWNER. 28 46 63 81 99 119 139 161 206 255 308 364 424 488 590 WIND SPEED
GYPSUM WALLBOARD-SEE NOTE 3 5d COOLERS 5d COOLERS 7"EDGE/10"FIELD 32 53 72 92 114 136 159 184 236 292 352 416 485 557 674 3 SEC.GUST(MPH) 90 95 100 105 110 115 120 130 140 150 160 170 180 195
4. CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT,2 POLE, 3 WIRE GROUNDING TYPE.PROVIDE GROUND FAULT RECEPTACLES AT ALL WET LOCATIONS AND WHERE REQUIRED. PROVIDE WALL SHEATHING 36 60 81 104 128 153 179 207 265 328 396 468 545 627 758 z z w z FASTENER
DEDICATED 20 AMP CIRCUITS AT ALL APPLIANCES WHERE NECESSARY. WOOD STRUCTURAL PANELS 8d 10d SEE TABLE 3.11 12 20 26 33 40 48 55 63 81 99 119 141 164 188 227 = F- clf to v SPACING
16 27 35 44 54 63 74 85 108 133 159 188 218 250 302 F- Q zw- 'p z PANEL INTERM. UPLIFT LOAD PER NAIL Obs)
5. ELECTRICAL CONTRACTOR TO VERIFY EXISTING ELECTRICAL SYSTEM CONDITION AND ABILITY TO STRUCTURAL FIBERBOARD PANELS: 20 33 44 55 67 79 92 106 135 166 199 235 273 313 378 � p w Q EDGE SUPPTS
HANDLE ADDITIONAL LOAD WITH WRITTEN STATEMENT AND COMPLY WITH RCNYS CHAPTER E3301.4. IF 1/2" 11 GA. GALV. ROOFING 3" EDGE/6"FIELD 6:12 24 40 53 66 80 95 111 127 162 199 239 282 327 376 453 co _J U) a (IN) (IN)
IT NEEDS UPGRADE SHOW ELECTRICAL WIRING AND PROTECTION PANEL SERVICE SIZE&LOCATION. (.120"X 1-1/2"L X 7/16"HD.) 28 47 61 77 94 111 129 148 188 232 279 329 382 438 529
32 53 70 88 107 127 148 169 215 265 319 376 436 501 605 6 6 9 19 21 23 25 28 30 35 41 47 53 60 67 78
6. ELECTRICIAN TO KEY ALL CIRCUITS AT PANELBOARD. 25132" 11 GA. GALV. ROOFING 3"EDGE/6"FIELD 36 60 79 99 121 143 166 190 242 298 358 423 491 564 680 12 6 4 4 6 7 6 9 7 11 12 13 9 15 18 21 24 27 30 34 39
(.120"X 1-3/4"L X 3/8"HD.) 12 27 32 37 43 49 7 8 9 9 55 62 76 94 112 132 153 175 211 3 3 5 5 6 6 7 7 8 9 10 12 14 15 17 20 10 12 14 16 18 20 23 26
7. ADDITIONS OR ALTERATIONS TO EXISTING ELECTRICAL SYSTEMS ARE NOT COVERED UNDER THESE GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10"FIELD 16 36 43 50 57 65 73 82 102 125 149 176 204 233 281
DOCUMENTS AND THE ARCHITECT SHALL BEAR NO RESPONSIBILITIES FOR ITEMS PERTAINING TO SUCH. 6 12 23 25 28 31 34 37 40 47 54 62 70 79 89 104
20 45 53 62 72 81 92 103 127 156 187 220 291 291 351 w
HARDBOARD 8d 8d SEE TABLE 3.11 z 16 6 6 12 13 14 16 17 19 20 24 27 31 35 40 45 52
7:12- 12:12 24 54 64 75 86 98 110 123 153 187 224 263 350 350 421 O 4 4 8 9 10 10 11 12 14 16 18 21 24 27 30 35
PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER 28 62 74 87 100 114 129 144 178 218 261 307 356 408 491 N 3 3 6 7 7 8 9 9 10 12 14 16 18 20 23 26
32 71 85 99 115 130 147 164 204 250 299 351 407 466 562 Of
LIGHT & VENTILATION DIAGO X L OR 1R,D8SHEATHING: 2-8d 2- 10d PER SUPPORT 36 80 96 112 129 147 165 185 229 281 336 395 458 525 632 w 6 12 27 30 33 37 40 44 48 56 65 74 84 95 1017 125
1 19 2 6 6 14 15 17 19 20 22 24 28 33 37 42 48 54 63
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT,ALL PLANS OR SPECIFICATIONS 1 X 10 OR WIDER 3-8d 3-1 Od PER SUPPORT NOTES: Z 4 4 9 10 11 12 14 15 16 19 22 25 28 32 36 42
COMPLY WITH THE 2020 ENERGY CODE OF NEW YORK(RCNYS SECTION-R 303) FLOOR SHEATHING 1. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR FRAMING NOT LOCATED WITHIN 8 FT OR CORNERS. 3 3 7 8 9 9 10 11 12 14 17 19 21 24 27 32
2. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A TOTAL UPLIFT MINUS THE ROOF ASSEMBLY DEAD LOAD OF 6psf(0.6X10psf=6psf) 6 12 34 37 41 46 50 55 59 70 81 93 105 119 133 156 PROJECT
• ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 WOOD STRUCTURAL PANELS: 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 121N RIDGE CONNECTION SPACING,FOR DIFFERENT RIDGE CONNECTION SPACING,MULTIPLY THE 6 6 17 19 21 23 25 28 30 35 41 47 53 60 67 78
PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 1"OR LESS 8d 10d 6"EDGE/12"FIELD TABULATED VALUES BY APPROPRIATE MULTIPLIER BELOW: 24 4 4 12 13 14 16 17 19 20 24 27 31 35 40 45 52
• THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING GREATER THAN 1" 10d 16d 6"EDGE/12"FIELD
3 3 9 10 11 12 13 14 15 18 21 24 27 30 34 39
VENTILATED. DIAGONAL BOARD SHEATHING:
• BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH 1 X 6 OR 1 X 8 2-8d 2- 10d PER SUPPORTLA RIDGE CONNECTION SPACING (IN) 12 16 19.2 24 48 6 6 6 16 18 20 22 24 26 28 33 38 44 50 5 56 32 35 39 43 47 51 56 66 76 87 99 63 74 125 147 NEW
6 6
AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET ONE-HALF OF WHICH MUST 1 X 10 OR WIDER 3-8d 3-10d PER SUPPORT 12 4 4 11 12 13 15 16 17 19 22 26 29 33 38 42 49
BE OPERABLE. MULTIPLIER 1.00 1.33 1.60 2.00 4.00 3 3 8 9 10 11 12 13 14 17 19 22 25 28 32 37 SCREENED-IN PORCH
NOTES:
W
1. NAILING REQUIREMENTSARE BASED ON WALL SHEATHING NAILED 6"OC AT THE PANEL EDGE.IF WALL SHEATHING IS NAILED 3"OC AT THE PANEL EDGE TO FOR JACK RAFTER UPLIFT CONNECTIONS,USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER LENGTH.THE JACK RAFTER LENGTH INCLUDES THE OVERHANG O 6 12 42 47 52 57 63 68 74 87 101 116 132 149 167 196
OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SUCH AS SHEAR LENGTH AND THE JACK SPAN. N 6 6 21 24 26 29 32 34 37 44 51 58 66 75 84 98
PLATES SHALL BE USED TO MAINTAIN LOAD PATH. � 16
4 4 14 16 18 19 21 23 25 29 34 39 44 50 56 66 PROJECT ADDRESS:
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d 0 3 3 11 12 13 15 16 17 19 22 26 29 33 38 42 49
PER FOOT. w
LIVE LOAD TABLE w 6 12 50 56 62 68 75 82 89 105 121 139 158 179 2010 235
w 19.2 6 6 25 28 31 34 38 41 45 53 61 70 79 90 100 118
2 4 4 17 19 21 23 25 28 30 35 41 47 53 60 67 79 1095 TRACK AVENUE
TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE 3.5 TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTION REQUIREMENTS TABLE 3.11 WALL SHEATHING AND CLADDING ATTACHMENT REQUIREMENTS ww. 3 3 13 14 16 17 19 21 23 27 31 35 40 45 50 59 CUTCHOGUE, NY 11935
(IN POUNDS PER SQUARE FOOT) FOR WIND LOADS(EXPOSURE B) FOR WIND LOADS-EXPOSURE B 6 12 63 70 78 85 94 102 111 131 152 174 198 223 250 294
WIND SPEED WIND SPEED 24 6 6 32 35 39 43 47 51 56 66 76 87 99 112 125 147
USE LIVE LOAD 3 SEC. GUST(MPH) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 3 SEC. GUST(MPH) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 4 4 21 24 26 29 32 34 37 44 51 58 66 75 84 98 PROJECT NUMBER: 22-102
3 3 16 18 20 22 24 26 28 33 38 44 50 56 63 74
UNINHABITABLE ATTICS WITHOUT STORAGE 10 WALL HEIGHT(FT.) UNIT FRAMING LOADS (PLF)-SEE NOTES 1, 2 STRUCTURAL SHEATHING GABLE PROJECT START 04.05.2022
UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 STUD E F E F E F E F E F E F E F E F E F E F E F E F E F E F ENDWALL FASTENER SPACING DRAWN BY amd
8 45 50 55 61 67 73 79 93 108 124 141 159 178 209 SHEATHING LOCATION UPLIFT LOAD PER NAIL(Ibs}
(SEE NOTE A SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS OR 10d BOX RAKE
TRUE (IN) DRAWING SCALE: N/A
HABITABLE ATTICS AND ATTICS SERVED\MTH FIXED STAIRS 30 10 53 59 66 72 79 87 94 111 129 148 168 190 212 249 (IN, O.C.) NAILS(INCHES,O.C.) SEE NOTES 2,3
WITH UP TO 6 28 31 35 38 42 46 50 59 68 78 88 100 112 131
12 61 68 76 83 91 100 109 28 148 170 193 218 245 287 9"RAKE
BALCONIES (EXTERIOR)AND DECKS 40 12 6 12612 6 12612612612612612612612612612612612 4 19 21 23 26 28 31 33 39 45 52 59 67 75 88
14 69 77 85 94 103 112 122 144 167 191 218 246 275 323 INTERIOR ZONE 16 6 2612612612612612612612612612612612612612 OVERHANG 3 14 16 18 19 21 23 25 30 34 39 44 50 56 66 DRAWING TITLE:
FIRE ESCAPES 40 16 77 85 94 104 114 124 135 159 184 212 241 272 305 358 24 6 126126126126126126126126126126126 6 6 6 6 6
12 6 12 6 12 6 1261261261261261 6126126126126126 12 GENERAL NOTES
GUARDS AND HANDRAILS 200 18 86 93 103 113 124 136 148 174 201 231 263 297 333 391 PERIMETER EDGE ZONE 16 6126126126126121,512161261261216126126126126 6
GUARD IN-FILL COMPONENTS 50 20 96 100 111 123 135 147 160 188 218 250 285 321 360 423 24 61 61261 2 6 12 6 12 6 12 6 12 6 12 6 6 12 6 6 6 6 6 6 616 FASTENER UPLIFT CAPACITY(Ibs)LA & FASTENING
BOARD SHEATHING OR P SIDING SEE NOTES 2,3,
: SHEATHING THICKNESS IN
PASSENGER VEHICLE GARAGES 50 NOTES RAFTER/ ( ) 3/8 7/16 15/32 19/32 23/32 SCHEDULES
1. TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN 8 FT OR TRUSS MAXIMUM NUMBER OF 8d COMMON NAILS
ROOMS OTHER THAN SLEEPING ROOMS 40 CORNERS. SHEATHING SIZE FRAMING MEMBER SG 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49
2. TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL.TO DETERMINE CONNECTION REQUIREMENTS(LBS),MULTIPLY THE SPACING OR 10d BOX NAILS PER SUPPORT 8d COMMON,SEE NOTE 4 70 91 68 100 67 98 63 92 58 86(IN, O.C.)SLEEPING ROOMS 30 TABULATED UNIT LATERAL FRAMING LOAD BY THE MULTIPLIER FROM THE TABLE BELOW CORRESPONDING TO THE SPACING OF THE CONNECTION: 1 Od BOX, SEE NOTE 4 84 101 82 118 81 120 77 114 73 108
RSRS-03, SEE NOTE 5 91 91 99 106 99 114 99 135 99 135 DRAWING NUMBER:
1X6 OR 1X8 SHEATHING 12-24 2 2 2 2 2 2 2 2 2 2 2 2 2 2
STAIRS 40 CONNECTION SPACING (IN) 12 16 19.2 24 48 1X10 OR LARGER SHEATHING 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 NOTES:
MULTIPLIER 1.00 1.33 1.60 2.00 4.00 1. FOR ROOF SHEATHING WITHIN 4FT OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4FT ON EACH SIDE OF THE ROOF PEAK,THE 4FT PERIMETER EDGE ZONE
E. NAIL SPACING AT PANEL EDGE(IN) ATTACHMENTS REQUIREMENTS SHALL BE USED.
F. NAIL SPACING AT INTERMEDIATE SUPPORTS IN HE PANEL FIELD(IN) 2. MINIMUM CAPACITY OF WITHDRAWAL AND FASTENER HEAD PULL THROUGH IS TABULATED.
1. FOR WALL SHEATHING WITHIN 4 FT OF THE CORNERS,THE 4 FT EDGE ZONE ATTACHED REQUIREMENTS SHALL BE USED. 3. TABULATED VALUES INCLUDE A LOAD DURATION FACTOR ADJUSTMENT,CD=1.6. T�02
2. TABULATED NAIL SPACING ASSUMES SHEATHING ATTACHED TO STD FRAMING MEMBERS WITH 0.42<G<0.49. 4. TABULATED VALUES FOR 8d COMMON NAILS AND 10d BOX NAILS ARE APPLICABLE TO CARBON STEEL NAILS(BRIGHT OR GALVANIZED)
3. FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS. 5. TABULATED VALUES FOR RSRS-03 NAILS ARE APPLICABLE TO CARBON STEEL(BRIGHT OR GALVANIZED)OR STAINLESS STEEL NAILS. SHEET 2 OF 6
GENERAL NOTES: ,.
A. THE SITE PLAN HEREIN HAS BEEN PREPARED USING THE SURVEY PROVIDED BY THE rADRIANNE
CLIENT, AND IS CORRECT TO THE BEST OF THE KNOWLEDGE OF THE DESIGNER.
MARI E
ZONING CALCULATION ANALYSIS:
ADRIANNE MARIE DESIGNS LLC
A Q REQUIRED EXISTING PROPOSED ADRIANNE DESCHLER,NCIDQ
NAA r'° 23 DAVENPORT PLACE I BELLMORE, NY 11710
sp, MINIMUM LOT AREA 40,000 SF 16,595 SF NO CHANGE 516.847.43051 ADRIANNE@AMDESIGNLINYCOM
'Vol, MINIMUM LOT WIDTH 150 FT 174.57 FT NO CHANGE
MINIMUM LOT DEPTH 175 FT 94.35 FT(AVERAGE) NO CHANGE
MINIMUM FRONT YARD 50 FT 24.6 FT NO CHANGE CONSULTANT:
MIN. PRIMARY FRONT YARD" 50 FT 24.6 FT 22.6 FT
�S
MIN. SECONDARY FRONT YARD* 35 FT 35.1 FT NO CHANGE
\ MINIMUM REAR YARD 50 FT 35.0 FT NO CHANGE
MAXIMUM BUILDING HEIGHT 35 FT 17.1 FT NO CHANGE
13%
(2,214 SF OF 16,595 SF)
20% .SHED= 197.5 SF
MAXIMUM LOT COVERAGE (8,000 SF OF 40,000 SF) .GARAGE = 780.5 SF NO CHANGE
•HOUSE= 817 SF
EXTG. �' e •DECK=419 SF
/ SHED
MINIMUM LIVABLE FLOOR AREA 850 SF 817 SF NO CHANGE
PER DWELLING UNIT
V *IN CASE OF CORNER LOTS, A FRONT YARD SHALL BE COUNTED ON EACH STREET ON WHICH THE LOT ABUTS.
f
N
n
/pp EXISTING ` PROJECT TRACKING:
EXISTING CONCRETE /
/ 2-STORY STEPS Epp
GARAGE I REV. DATE DESCRIPTION
e0�6 �Ol 04.20.22 ISSUE FOR REVIEW
1 06.07.22 REVISE AND RE-ISSUE
2 06.13.22 REVISE AND RE-ISSUE
/ s
e
P
�Q
EXISTING WOOD G EXISTING WOOD EXISTING
RETAINING WALL RETAINING WALL WOOD CURB lox
PROPOSED NEW /
SCREENED-IN
PORTION OF
rrp°
EXISTING DECK ` Sp
_ ; ` PROPOSED ADDITIONpS0vD'p TO EXISTING DECK p- e sp� o
e �c9 -lb 3930 STILLWELL AVE
EXISTING / EXTG. 2-STORY
j 9O�
ASPHALT DRIVEWAY DWELLING NDk• NAb
EXISTING MODIFIED /
1 -STORY WOOD DECK
DWELLING
Q �'\ ��i-�Sp�+° '
'v° O 00 •Q� / �/ �. 's. PROJECT:
'Vol,
O
XTG. /
ee❑ P EXTG. SHE
HED NEW
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looee110,
Vol,
`LP / .01 S�pp72 � PROJECT ADDRESS:
O O� pp, EXTG. J
GARAGE 006
�oP e 4 J� 1095 TRA
CK AVENUE
5� CUTCHOGUE, NY 11935
10, � +� G
.ate PROJECT NUMBER: 22-102
PROJECT START 04.05.2022
<` 1095 TRACK AVE
�, ,
- / EXTG. 1-STORY �2 00'1 I=,��;; , DRAWN BY: amd
DWELLING r,
DRAWING SCALE: N/A
INDICATES AREA OF Vol
PROPOSED WORK �\ h� �'l
/ O o, / DRAWING TITLE:
1
e�
1c, SITE PLAN
p� SITE PLAN IS BASED UPON A COPY OF SURVEYS
pp� °O� O�ti p PERFORMED BY:
� p JOHN METZGER, LAND SURVEYOR
p SOUTHOLD, NY
• 1095 TRACK AVE. IS DATED: MAY 31, 2005
3930 STILLWATER AVE. IS DATED: JANUARY 28, 2015
N N DRAWING NUMBER:
BOTH►1TE PLAN TRACK YE
NUESITEPLANSOUT OLRD BUILDING DEPARTMENTVEYS OBTAINED FROM OMARWN OCH 2O22
1 S('ALE: 1"= 10'-0" SCALE: 1" = 30'-0
SHEET 3 OF 6
TYPICAL ROOF CONSTRUCTION:
ADRIANNE
ASPHALT SHINGLES OVER(2)TWO LAYERS 5 3 3
TYPICAL ROOF CONSTRUCTION: I
15#FELT, OVER 1/2" CDX PLYWOOD A-02 A-02
SHEATHING OVER 2X8 R.R. @ 16"O.C. A-01 ASPHALT SHINGLES OVER(2)
TWO LAYERS 15#FELT, OVER
1/2"CDX PLYWOOD SHEATHING
OVER 2X8 R.R. @ 16" O.C.
T.O. RIDGE
- - - .-- - -- - - - - - -- , -- --- -- -- ------ --- - ___ ADRIANNE MARIE DESIGNS LLC
—I fL-IL J_..� __.I� +16'-7 1/4"ABV GRADE — ADRIANNE DESCHLER,NCIDQ
—= 23 DAVENPORT PLACE I BELLMORE,NY 11710
6„
516.847,4305 1 ADRIANNE@AMDESIGNLINYCOM
.. 1
CONSULTANT:
a x ° . -
0 N
U)i
w ....,... . .. . CUSTOM RAFTER
TAILS AND =
I MATCHING
_
CORBELS, TYP.
. ... ..... _. .. _..... _....._. j T.O. SCREENS
tj
EXISTING I DWELLING 2X10 RIDGE L 4 +9'-7"ABOVE GRADE
_ r(NO WORK) A-01
I .. ........... .
CUSTOM SCREEN
INSERTS
5.A 5.B 5.0 5.B 5.A
I EXISTING STAIR EXTG. \
A-02 A-02 A-02 A-02 NWT
A-02
elf
I....,. ._ FRONT TYP. TYP, TYP. TY TYP.
� m I
ao
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CN Z
NEW RAIL AND NEW STAIR,
w ...-... __....._....:} BALUSTRADE RAIL AND
_.._ o BALUSTRADE '
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I : I
T.O. FINISHED DECK -
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- - - -- ------� . IF�t ��. _._...... TAILS AND MATCHING
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AVERAGE GRADE \ }F °
4 3
A-01 A-02
N L PROJECT TRACKING:
2 IROOF PLAN 4 FRONT ELEVATION SOUTH EAST 5 REAR��VATION NORTH WEST REV.
SCALE: 1/4"= 1'-0" SCALE: 3/8"= 1'-0" SCALE: 3/ DATE DESCRIPTION#
2 04.20.22 ISSUE FOR REVIEW
5
1 06.07.22 REVISE AND RE-ISSUE
A-01 q 2 06.13.22 REVISE AND RE-ISSUE
wz
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M
EW(2)2X8
EX(2)2X8
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NEW J-BOX =OR EX 2X8 DJ w
CEILING FAN/LIGHT @16 OC ❑ 2 4
L- A-02 A-02
{ Z TYPICAL ROOF CCNSTRUCTION: 2
O_ 4 ASPHALT SHINGLES OVER(2)
�- A-02 TWO LAYERS 15# FELT,OVER 1/2" A-03
N O CDX PLYWOOD SHEATHING OVER
a 2X8 R.R. @ 16"O.C. 5'-0" 5'-0"
EXISTING � z oo o z 2
DWELLING Y X - CORBEL SPACING, TYP. CORBEL SPACING, TYP.
NO WORK w w N N,04
N ❑ T.O. RIDGE
- -- — ---
( z p X CO 6'-7 z +1 1/4"ABV GRADE i 12_4 -- -- —
11
— _ — — w l � CUSTOM SCREEN �6.3
/ 0 INSERTS, TYP. PROJECT:
NEW I M RAFTER
SCREENED-IN z TAILS
AND MATCHING
c7 w
PORCH -z CORBELS, TYP.
z
z
cll w
M 3 r` M w 3A N E W
A-01 in w
6 5'-10 6 U) A-03 TYP SCREENED-IN PORCH
3-0' y2 Y2 y2� I I00
04 4'-5y2" 2 6)/2" `li 4'-5)/2"
1 PROJECT ADDRESS:
EX(2)2X8 T.O. SCREENS 00
- - -
+9'-7"ABOVE GRADE EXISTING STAIR 1'-6" 1'-6"
9'-10f2" 10'-51
NEW RAIL AND ./ 1095 TRACK AVENUE
BALUSTRADE z
EXISTING I W CUTCHOGUE, NY 11935
N DECK EXISTING WOOD w ;
❑ U o
X _ RETAINING WALL
1 ( U Z
o m A-02 - °O U) PROJECT NUMBER: 22-102
N — N zo
L NEN 5/4 w @
PROJECT START: 04.05.2022
DECKING NEW 4X4 POST TO
8" PC FOOTING, TYP. 0 5.D 5.0 DRAWN BY: amd
— — — — — —— — — — — _ _ _ — — — — — — — — —
ih A-02 o Q A-02 Y DRAWING SCALE: N/A
EX(2)2X8 I �'
N z
T.
O.
NISHED DECK
l ❑ / � +2'-11'I'ABOVE GRADE — - - -
0
w NEW�2)2X8 1 DRAWING TITLE:
v
RUCTION
12'-4"t �- 1
,
20'-4" A-03 TYP. AVERAGE GRADE .� & ROOF PLANS ,
EXISTING DECK _ . . ND ELEVATIONS
A-01 A-02 N
DRAWING NUMBER:
CONSTRUCTION PLAN SIDE EL�YATION NORTH EAST ou; l,nv .
SCALE: 1/4"= V-0" SCALE: 3/8"= T�1v1h' o
A�O 1
SHEET 4 OF 6
SIMpSON LUS WIB POST,TYPICAL
2X4 KNEE TV ww°r
TYP SIMPSON BCS POST
WALL / TYPICAL
EXTG 2X8 DJ
a 1r OC
EXTG 2X8 DJ
NEW 2XB DJ a 1r OC
OC
61MP6DN H2SA
SIMPSON H2.SA HURRICANE ls,TYP.
ppING
ST
HURRICANEnES.TYP. E](ISTING (2)ym PT GIRDED, GIRDER
WRAPPED 6X6 �(2)20 PT GIRDER (2)2xe SIMPSON BCS
STmmG
TYPICAL ROOF CONSTRUCTION: CENTER POST slMPsoNBCs GIRDER P°�6SUPPO' �MST
ASPHALT SHINGLES OVER(2)
TWO LAYERS 15# FELT, OVER 1/2" �TCAP• ExIsnNG PTBxBsuPPDRTPGST
4X4 POST DOWN TO NEW FOOTNG
CDX PLYWOOD SHEATHING OVER Pr 4x+suPPDRT POST e °
pOWN TO NEW FOOTING
2X8 R.R. @ '16"O.C. (2)2X6 TOP PLATE CBSO POST P TYPICAL
-y• �. CSSO POST BASF ° d
SASE,TYP 1� 241 Pt TYPX.AI- °
T.O. RIDGE F d e ea °
B'P.C.FOOTING. N
+16-7 1/4"AI3V GRADE -
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Ck
2X10 RIDGE
.d
NJ,
CUSTOM CORBELS, T �
TYPICAL CUSTOM SCREEN A
INSERTS
DETAIL AT CORNER POST AND FOOTING
2X6 SILL PLATE DETAIL AT NEW D CK POST AND FOOTING
2 scAIF: 1W.J.-V
� : ,2=,
BEADBOARD BETWEEN
(3)2X6 HEADER
ROOF RAFTERSD D.
2X41Q,EE WALL,
6X6 POST,TYpICAII
NPICN-
CEILING FAN/LIGHT SIMPSON am POST
SXS POST.—I;AL BASE.TYPICAL
SIMPSON 905 POST
BASE,T r-& _Exm oDJ
+9'- SCREENS _ -_ _-- �GZoW f
-7"ABOVE GRADE
g,rOC
6X6 POST BEYOND
6X6 POST— HURRICANE TIES,
CUSTOM SCREEN
SIMPSON 8
2.5A (2)qTS PT GIRDER
CUSTOM SCREEN INSERTS (2 R) gPT° IDER (2)zXe SIMPSON
EJclsn"G
vP-
INSERTS EXISTING _
2X4 KNEE GIRDER POSTCAP.
2X6 TOP CAP EXTERIOR WALL WALL SIMPSON
�• EXISTING DOWNTO NEW FooTING
PT 4X4 SUPPORT
04 POST
VERTICAL BEADBOARD DOWN To,::L "°
AT KNEE WALL (2)2X4 SILL PLATE WRAPPED PT axa suPPDRT Po6T CSSO POST BASE
2X4 KNEE WRAPPED 6X6 TYPICAL
6X6 POST WALL CORNER POST CBSO POST BABE,
TYPICAL - Ty P.C.FOOTING-
TYPICAL
5/4 DECKING ON ' 1YPICAL
2X4 KNEE WALL ,�.O�FDOl1NG, : ed
EXISTING STRUCTURE °
T.O. FINISHED DECK .4
+2'-11"ABOVE GRADE DOOR °
EXISTING WOOD OPENING
RETAINING WALL EXISTING 2X8 2X4 BASE PLATE
POST AND FOOTING DETAIL AT CENTER POST AND FOOTING
3B gCALE:,rr=+
3A DETAIL
AT CENTER P_.___----
STRUCTURE
AVERAGE GRADE PROJECT NUMBER 2•
DRAWING 04.05
PROJECT: PROJECT START:
NEW SCREENED IN PORCH SUPPLEMENTAL DRAWN By,
ppRiANNE ADRIANNE MARIE DESIGNS,LLC REILLY RESIDENCE FOOTING DETAILS
A• MARIE ADRIANNE DESCRIER Nana DRAWING SCALE: AS NI
B. C. • 23 DAVENPORT PLACE I BELLMORE,NY 11710 1095 TRACK AVENUE
i/j ' 516.847.43051 ADRIANNECAMDESIGNLINY.COM CUTCHOGUE,NY 11935
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&q _ TlON (EAST-WEST) SECTION EAST-WEST POST ��TAILSESCALE:: 3/8"= T-0" SCALE 3/8" = 1' 0" SCALE: 3"
2X10 RIDGE
2X4 COLLAR TIES
3
A-02 TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION:
ASPHALT SHINGLES OVER(2) ASPHALT SHINGLES OVER (2)
TWO LAYERS 15# FELT, OVER 1/2" TWO LAYERS 15# FELT, OVER 112"
CDX PLYWOOD SHEATHING OVER CDX PLYWOOD SHEATHING OVER
2X8 R.R. @ 16"O.C. 2X8 R.R. @ 16"O.C.
T.O. RIDGE
+16-7 1/4"AEIV GRADE - --- - --- - -- ----- --- — -
12
Q6
BLOCKING 313
A-03 TYP PROJECT:
(3)2X10 HEADER
(2)2X6,TYP.
CUSTOM RAFTER
`I TAIL, TYP.
NEW
T.O. SCREENS 6X6 POST-BEYOND �w- SCREEN ED-I N PORCH
— -
+ _ ABOVE GRADE _ - - -- - -- - - PZ
/ CUSTOM SCREEN - of
/ CD CUSTOM SCREEN INSERTS ch g
/ Z' INSERTS p PROJECT ADDRESS:
/ o w CEILING FAN/LIGHT U
NEW RAIL AND
w, 2X6 TOP CAP EXISTING T EOAT COENTERCOLLAR BALUSTRADE
4 SLIDING
NEW 5/4 DECKING ON ��—--- 1095 TRACK AVENUE
CUTC OGUE NY 1935(2)2X4 SILL PLATE GLASS DOOR NEW 5/4 DECKING ON
EXISTING STRUCTURE EXISTING STRUCTURE ____ 2
\ 2X4 KNEE WALL
f:
\\
J Z
f E CDw 2X4 BASE PLATE \ PR _�� PROJECT NUMBER: 22 102
\ N Z A-03 f.
T.O. FINISHED DECK " --'--- ---- '� PROJECT START 04.05.2022
—— —
' ---' - Y: amd
+2'-11"ABOVE GRADE DRAWN B
-- -- —' — `
DRAWING SCALE: N/A
NEW RAIL AND
BALUSTRADE ~
AVERAGE GRADE DRAWING TITLE.
0'-0"
i SECTION
EXISTING 2X8 ADDITIONAL(2)2X8 DJ S
„ STRUCTURE WHERE WALL DOES NOT �.:•;•
J ALIGN WITH EXISTING DJ. i:: •:
DRAWING NUMBER:
(D_ST_�)NT EoLEVATION (SOUTH EAST) 3 SECTION NORTH-SOUTH
SHEET 5 OF 6
ADRIANNE
NEW FASCIA NOTE: MARI E
BOARD *NEW 2X8 ROOF RAFTERS TO HAVE EXPOSED
/ 2X10 RIDGE SIMPSON ECC106 DECORATIVE TAILS AS SHOWN. i
/ SIMPSON LUS BEAM TO POST, NEW ROOF-SEE A-01
JOIST HANGER, 2X8 ROOF y TYP FOR MORE INFORMATION OWNER TO SELECT FINAL DESIGN OF
TYP RAFTERS,TYPICAL CORBELS AND RAFTER TAILS.
TYR
i u ! \ NEW CORBEL, ADRIANNE MARIE DESIGNS LLC
TYP.
ADRIANNE DESCHLER,NCIDQ
7z � NEW FASCIA
23 DAVENPORT PLACE I BELLMORE,NY 11710
BOARD 516,847,4305 I ADRIANNECAMDESIGNLINYCOM
NEW 2X8 DJ EXTG 2X8 DJ I
@ 16"OC @ 16"OC
I
CONSULTANT:
I
SIMPSON H2.5A 2X6 SILL PLATE,
HURRICANE TIES,TYP. TYPICAL
NEW 2X8 RAFTERS*
(2)2X8 PT EXISTING (3)2X6 HEADER,
GIRDER (2)2X8 TYPICAL j
NEW BEADBOARD BETWEEN
GIRDER RAFTERS AT SOFFIT,TYP.
PT 4X4 SUPPORT EXISTING NEW DECORATIVE
POST DOWN TO 4X4 POST TRIM
NEW FOOTING SIMPSON HH6 A. ELEVATION
HEADER
....r-- HANGER,TYP
CBSQ POST
BASE,TYP NEW BEADBOARD BETWEEN
RAFTERS AT CEILING,TYP.
v
8"P.C.FOOTING,
NEW BLOCKING
TYPICAL , , ��
BETWEEN RAFTERS �F
° 2X6 TOP CAP 6X6 POST '
v d . r(
TYPICAL TYPICALI•1,2k8roV
in NEW'S' NEW(3)2X10 HEADER �t �` /cn'C `
° . (2)2X4 SILL l
PLATE„TYPICAL W/(2)2X6 PLATE
2X4 KNEE WALL, SIMPSON BC6 NJ,
° TYPICAL POST BASE, -57� <? 02g2t�
TYPICAL
v
4 ,
NEW 2X8 RAFTERS*
2X4 BASE PLATE, EXSTING 2X8
TYPICAL DECK JOISTS NEW AT SOFFIT,TYP.BETWEEN
RAFTEERSRS AT PROJECT TRACKING:
EX6TING(3)2X8
GIOER NEW CUSTOM SCREENING REV DATE DESCRIP11ON
' B. SECTION
04.20.22 ISSUE FOR REVIEW
DETAIL AT NEW POST AND FOOTING 2 DETAIL AT NEW POST CONNECTIONS 3 DETAILS AT NE11�1 RAFTER TAILS
1 SCALE: 1"= 1'-0" SCALE: 1/2"= 1'-0"
12„
SIMPSON CS16 STRAP MIN' CUT
SIMPSON GS16 STRAP MAX.UPLIFT=1,705 lbs. LENGTH
MAX.UPLIFT=1,705lbs.
Ar
CLEAR
SP N O O
O O
. u NOTE:
UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM
RIM,)OIST OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP
O AND BOTTOM OF CRIPPLES.
O
12" O
MIN.
SIMPSON SP4
MAX.UPLIFT=825 lbs.EA.
PROVIDE MIN.1" SIMPSON H2.5A
END DISTANCE SIMPSON LSTA18(2X10 HDR-) MAX.UPLIFT-1,190lbs.EA.
EQUAL NUMBER OF SIMPSON LUS BANGER SIMPSON LSTA21(2X12 HDR.) MAX.UPLIFT=1,190 lbs.EA.
SPECIFIED NAILS IN
PROJECT
EACH END
TYPICAL RIDGE TENSION STRAP TYPICAL WALL TO RIM/WALL CONNECTION TYPICAL JOIST TO GIRDER HANGER TYPICAL JOIST/HEADER AT OVERHANG NOT USED
AT RAFTER/RIDGE CONNECTIONS NEW
p
SCREENED-IN PORCH
PROJECT ADDRESS:
SIMPSON CBSQ SIMPSON CS16-FLR.TO SILL
OR FLOOR TO FLOOR
1750lbs.EA 1095 TRACK AVENUE
pp
CUTCHOGUE, NY 11935
D ® D
SIMPSON LTS20 O o
MAX.UPLIFT=775 lbs-
PROJECT NUMBER. 22-102
SIMPSON SP4 FOR STUD
0
TO SILL APPLICATIONS PROJECT START: 04.05.2022
p•
.p DRAWN BY amd
p,
p _ DRAWING SCALE: N/A
.@ a� SIMPSON LSSU DRAWING TITLE:
DETAILS
TYPICAL RAFTER TO TOP PLATE TO STUD NOT USED TYPICAL COLUMN BASE TYPICAL RAFTER HANGER NOT USED TYPICAL FRAMED OPENING
DRAWING NUMBER:
(D
TYPICAL HOLD DOWN AND CONFECTION DETAILS
SCALE: N.T.S.
Avmu ��
SHEET 6 OF 6