HomeMy WebLinkAbout52927-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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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#: 52927 Date: 04/30/2026
Permission is hereby granted to:
Stefan Caiazzo
3181 Morgan Dr
Wantagh, NY 11793
To:
Construct a detached garage accessory to an existing single-family dwelling as applied for.
Premises Located at:
36020 Route 25, Cutchogue, NY 11935
SCTM#97.-2-1
Pursuant to application dated 03/27/2026 and approved by the Building Inspector.
To expire on 04/29/2028.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $621.00
CO Accessory Structure $100.00
Total $721.00
P
'If
uii+ding Inspector
TOWN OF SOUTHOLD--BUILDING DE PARrTMCENT
;N -0959
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971
Telephone +631) 7+65-1 02 Fax (631) 765-9502 lit .is:hV -w.sautt 1oldto,l
Date Received
APPLICAFION
�N N
For Office Use Only
PERMIT NO. Building Inspectors
..
Applications
and forms must be filled out in their entirety..Incomplete
applications will not be accepted. Where the Applicant Is not the owner,are ,
ne' es Authorization form(Pugs 2)shall he completed.
N,
Date.
:
OWNER(S)OF PROPERTY:
Name. Stefan Gwazzo SCTM#10100kw 97-2-1
Project,Address; 36020 Main Road, Cutc og ue
Phone#1 66- 7 Email: Stevie@darconinc.com
ailing Address,-, [ organ ., to h ' Y 1`i 793
CONTAMPERSON
Ala r'r e: �" , irk Forks Permits
aiii ng Address: 288 i , Montauk Highway, Hlampton Bays, NY11 946
Phone#* 631 4 Email: its t infori e its.corgi►
DESIGN PROFESS
IONAL NAL INFORMATION:
N me:. Timothy Lambert,AlA, Well,kraft,Architecture
Mailing Address: 3012 Forte sq up ,Ave,. c a "d , NY 11572
Phone 516-425-8919
Elmalill, Tim@wellkra .co
CONTRACTOR INFORMATION:
Name,.
CLA
Mailing Address:
lobo a
DESCRIPTION OF PROPOSED CONSTRUCTION
Structure ❑A►ddition F-lAlteration ❑Repair 0 Demolition Esti fed Cost of Project:
(�New Stru c p
F� tne`r
detached garage
re-graded? CJYe C No Will excess fill be removed from premises' F�Yes ❑No
Will the lot be re-gr NIA.
1
..............
PROPERTY INFORMATION
Existing use of property: SFR Intended use of property: SFR
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? FlYes [2 No IF YES,I PROVIDE I'll A COPY.
R-80
Check Box After Reading: The owner/contractor/design professional L's 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 210AS of the New York State Penal Law.
Application Submitted By(print name): Stefan Caiazzo OAUthorized Agent [20wner
5�1
Date: 2
Signature of Applicant:
STATE OF NEW YORK)
SS:
COUNTY OF S441k, . ..................
Stefan Calazzo being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 1.Owner (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
5
20 ............—day,of NcArY Public
y.
ACHA RY VV S V,I TH
�j Notary Public,State of Yorl�
PROPERTY OWNERAUTHORIZATION p Na 0 1 S lip',1.C033 15 C 7 If.-'O
Qualified In Suffelft County
Where the applicant is not the owner)
Stefan Caiazzo residing 3181 Morgan Dr., Wantagh, NY 11793
...............
do hereby authorize Lisa Poyer,Twin Forks Permits to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
s Signature Date
q
Print Owner's Name
2
..........
............ .....
.......... .......
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1� 03/19/2026 FOR PERMIT s ACTUAL LOT SIZE: 45996 S.F. SITE INFORMATION Q
00 36020 MAIN ROAD Q U 0 /OFOOTPRINT OF EXISTING RESIDENCE: 1365 S.F. CUTCHOGUE11J
0 �iC� FOOTPRINT OF PROPOSED ADDITION: 695 S.F. SUFFOLK COUNTY. N.Y. 11935 0
FOOTPRINT OF PROPOSED PORCHES: 768 S.F. N
FOOTPRINT OF PROPOSED GARAGE: 992 S.F. TAX ID NO.: R T: R-8-02-001 O O
y0 TOTAL FOOTPRINT: 3818 S.F. ZONING DISTRICT: -80 �O
%OF LOT COVERAGE: 8.3% N 0— C�P� o
�0 EXISTING EXISTING COVERED PORCH
r1 BRICK TO REMAIN (ORIGINAL HOME)
DRIVEWAY ♦
IV �`Lh ♦ PROPOSED (2) A/C CONDENSER UNITS
(FILED UNDER SEPARATE APPLICATION)
VJ�O Ik1jos PROPOSED POOL HEATER AND PUMP
0 �� ♦ ♦ (FILED UNDER SEPARATE APPLICATION)
Sheet Index DRAWING SUBMITTALS
EXISTING LAND N/F OF
2-STORY FRAME ALEXANDRA MACARI
DWELLING
#36020
♦ (ORIGINAL HOME) REPAIR EXISTING ASPHALT DRIVE AS
SHEET# DESCRIPTION LAWN REQUIRED BY NEW CONSTRUCTION
♦ (FILED UNDER SEPARATE APPLICATION)
GENERAL
`
Tl TITLE SHEET EXISTIN l PROPOSED PREFABRICATED 1� 03/19/2026 FOR PERMIT
,
GN GENERAL NOTES PROPOSED COVERED ASPHALT 7'xl3'x3'D IN-GROUND POOL (FILED
PORCH (FILED UNDER VEWAY ♦ UNDER SEPARATE APPLICATION)
ARCHITECTURE
SEPARATE APPLICATION) (REM ELED s
PROPOSED 2-STORY 4`�� TAX ID NO.: 1000-097-02-001
Al PLANS AND SECTION ADDITION (FILED UNDER ♦ ' �0
A2 ELEVATIONS AND DETAILS
SEPARATE APPLICATION)Ventilation � ,F
LAWN ♦ ,��
PROPOSED COVERED PORCH �!
(FILED UNDER SEPARATE
�S•
APPLICATION)
PROPOSED SANITARY ♦ rchitecture
SEPTIC SYSTEM (SEE CIVIL REMODELED GRAVEL
ENGINEERING DRAWINGS) DRIVE
(FILED UNDER SEPARATE
APPLICATION)
Windborne Debris Nor US
cc EXISTING 1-STORY GARAGE LAWN
`D AND SHED TO BE REMOVED PROPOSED 3-CAR "
(FILED UNDER SEPARATE LAWN GARAGE .•''�g� ��;�9c�'•,
APPLICATION) "'coo p `tGG.•'tHY °•.'SST'•
EXTERIOR GLAZING IN BUILDINGS LOCATED IIN WINDBORNE DEBRIS !y♦ `�t
REGIONS SHALL BE PROTECTED FROM WINDEBORNE DEBRIS. GLAZED / " *:• '
OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE EXISTING h
REQUIREMENTS OF THE LARGE MISSILE TEST C)F ASTM El996 AND ASTM ��i GRAVEL ••'•, 9 •.LAND N/F OF ......•'
E1886 AS MODIFIED IN SECTION 301.2.1.2.1. (GARAGE DOOR GLAZED CHERYL VIVIANO "s DRIVEWAY NE1N'��?,.�'�
OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE ♦ (REMODELED)
REQUIREMENTS OF AN APPROVED IMPACT-RZESISTING STANDARD OR ♦ /
ANSI/D 115. Zoning Information & Project Design Criteria Timotn Lambert, AIA
EXCEPTION:ION:WOOD STRUCTURAL PANELS WI1TH A THICKNESS OF NOT LESSTHAN 7/16 INCH (11 MM) AND A SPAN OF N(OT MORE THAN 8 FEET y
(2438MM) SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS 1 3012 Fortesque Ave
SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE 1 Oceanside, NY 11572
OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. 516 425-8919
PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE
METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE INFORMATION FOR THIS SITE PLAN WAS TAKEN FROM THE SURVEY PREPARED BY KENNETH M WOYCHUK, LAND SURVEYOR, PLLC, P.O. BOX 153 AQUEBOGUE, N.Y. 11931 ON
PROVIDED. ATTACHMENTS SHALL BE DESIGNIED TO RESIST THE NOVEMBER 8,2025. LAND N/F OF wWW.well kraft.CorYl
COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE SEC: 51 BLK: 276 LOT: 62 E TING ALEXANDRA
WITH EITHER TABLE R301.2(2) OR ASCE 7,WITH THE PERMANENT ♦ IVEW Y
CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ZONING DISTRICT: R-80 REQUIRED (MIN./MAX.) PROPOSED/EXISTING REMARKS ` LAWN 1
ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN LOT AREA 80000 S.F. (MIN) 45996 S.F. NO CHANGE(LEGAL NON-CONFORMING) N
ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH ao.s / 1 �_
WIDTH OF LOT 175' 82'/218' NO CHANGE
A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE DESIGN GARAGE FLOOR � CAIAllO RESIDENCE
WIND SPEED IS 180 MPH OR LESS. PANELS MUST BE MAINTAINED IN GOOD LOT DEPTH 250' 318'/481' NO CHANGE AREA:992 SF
CONDITION AT THE BUILDING AT ALL TIMES. FRONT YARD SETBACK 50' N/A NO CHANGE ` �'
Ilk o CONSTRUCTION DOCUMENTS
CIO
YARD SETBACK 15' MIN (ACCESSORY BUILDING) 15' OK!
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SIDE YARD SETBACK 15' MIN (ACCESSORY BUILDING) 15' OK! FLOOR AREA DIAGRAM 1 a
W . MAXIMUM HEIGHT 22' MAX 21.9' OK! N TITLE SHEET
Energy Conservation MAXIMUM OVERALL LOT COVERAGE 20% 8.4% OK!o \
v> SKYPLANE RATIO 45 ANGLE STARTING 10' ABOVE THE PROPERTY LINE INSIDE REQUIRED SKYPLANE RATIO OK! / \
0 LIVABLE FLOOR AREA 850 S.F (MIN.) N/A OKI
GROSS FLOOR AREA RATIO 5100SF+ (5%OF LOT AREA OVER 40K) N/A OK! EXISTING SHED TO
0 ALL CONSTRUCTION SHALL COMPLY WITH THE 2025 NEW YORK STATE BE REMOVED (FILED
ENERGY CONSERVATION CONSTRUCTION CODE. THE AUTHORITY UNDER SEPARATE
HAVING JURISTICTION SHALL DETERMINE A CODE COMPLIANCE L _ _ _ L _ _ _ _ _ _ APPLICATION) ®�
Z PROGRAM TO ENSURE PROPOSALS MEET OR' EXCEED THE ENERGY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
W EFFICENCY REQUIRMENTS OF THIS CODE. FOR THIS NEW HOME PROJECT 19 MARCH 2O2E�
SEISMIC ICE SHIELD
WE HAVE PROVIDED AN ENERGY COMPLIAMCE CERTIFICATE SUBMITTED GROUND WIND SPEED SUBJECT TO DAMAGE FROM WINTER DESIGN FLOOD
U UNDER A SEPARATE COVER. ADDITIONS,ALITERATIONS OR RENOVATIONS SNOW LOAD (MPH) DESIGN WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE UNDERLAYMENT HAZARDS SKY PLANE DIAGRAM-GARAGE SOUTH SKY PLANE DIAGRAM-GARAGE EAST
Oo SHALL COMPLY WITH THE ENERGY CONSERVATION CODE. HOWEVER, CATEGORY REQUIRED (SEE ELEVATION DRAWINGS FOR MORE DETAIL) (SEE ELEVATION DRAWINGS FOR MORE DETAIL) 1
UNALTERED PORTIONS OF AN EXISTING BUILDING WHEN THE OVERALL 20 130 C SEVERE 36" M TO H S TO M 15 NO N/A
0 PROJECT IS NOT A SUBSTANTIAL IMPROVEMENT ARE NOT REQUIRED TO
Z COMPLY WITH THIS CODE.
SCALE: N.T.S
m T I
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Q SHEET 1 OF 4
3
GENERAL NOTES NAILING SCHEDULE N w
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= 1.ALL CONSTRUCTION SHALL CONFORM TO THE 2010 EDITION OF THE RESIDENTIAL CODE OF NEW YORK STATE, 6. PROVIDE DRAFTSTOPPING AS PER RCNYS CHAPTER 5,SECTION R502.12. J. MECHANIICAL
INFORMATION FOR FASTENING SCHEDULE TAKEN FROM THE ANSI/AF&PA WFCM FOR ONE AND TWO
C� ANSI/AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY-DWELLINGS-2001 EDITION, 7• PROVIDE FIRESTOPPING AS PER RCNYS CHAPTER 5,SECTION R502.13. 1. ADDITIONS OR ALTERATIONS TO EXISTING MECHANICAL SYSTEMS SHALL CONFORM WITH RCNYS PART V FAMILY DWELLINGS,2001 EDITION,TABLE 3.1/NAILING SCHEDULE IN ADDITION WITH TABLES 3.3A,3.3B, �-
ry THE VILLAGE OF MUTTONTOWN BUILDING AND ZONING CODE, INCUDING TONH ENERGY REQUIREMENTS,THE 3.4,3.7 AND 3.9.
THE ENERGY CODE OF NEW YORK.STATE;2010 EDITION,AND ALL AGENCIES HAVING JURISDICTION. 8. ALL WALL CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM-2001 CHAPTER 3.4 WALL SYSTEMS, U.O.N. -MECHANICAL&VI-FUEL GAS.
THIS SCHEDULE TO BE USED AS A GUIDE ONLY; FOR ADDITIONAL INFORMATION CONTRACTOR TO CONTACT ry l.C)
0 2. CONFORM WITH RCNYS, CHAPTER 3,SECTION 3301 IN RESPECT TO THE DESIGN CRITERIA LISTED ON SHEET T1: AS FOLLOWS: 2. ADDITIONS OR ALTERATIONS TO EXISTING MECHANICAL SYSTEMS ARE NOT COVERED UNDER THESE O
DOCUMENTS AND THE ARCHITECT SHALL BEAR NO RESPONSIBILITIES FOR ITEMS PERTAINING TO ARCHITECT OR REFER TO THE AF & PA WFCM-'95 EDITION. (�
SUCH. �
U__3. CONFORM WITH RCNYS CHAPTER 3,SECTION R303, LIGHT, VENTILATION AND HEATING. B, U.O.N., ALL EXTERIOR WALL SHEATHING TO BE 5/8"CDX PLYWOOD PANELS, NAILED W/8d COMMON NAILS 3. ALL HEATING AND COOLING EQUIPMENT TO BE PROVIDED AND INSTALLED BY OTHERS. OWNER OR OWNERS THE PROVIDED SCHEDULES TO BE USED AS A GUIDE ONLY. CONTRACTOR SHALL REFER TO THE ACTUAL MANUAL. '-
4. CONFORM WITH RCNYS CHAPTER 3,SECTION R310, EMERGENCY ESCAPE AND RESCUE OPENINGS. OR 1 Od BOX NAILS 6"FROM EDGE AND 12" IN FIELD O.C. PARTICLE BOARD OR OSB SHALL NOT BE PERMITTED. REPRSENTATIVE/'MECHANICAL ENGINEER ETC. IS RESPONSIBLE TO ASSURE EQUIPMENT MEETS COMBUSTION AIR w ' t
REQUIREMENTS AS PER SECTION 701-MC-NYS AND SHALL PROVIDE THE BUILDING DEPARTMENT WITH ALL L1J
5. CONFORM WITH RCNYS CHAPTER 3,SECTION R317,SMOKE ALARMS AND AUTOMATIC SPRINKLER SYSTEMS. C. NOTCHES IN EITHER EDGE OF STUD SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF STUD LENGTH. NOTCHES INFORMATION PERTAINING TO SUCH.
IN OUTER THIRDS OF STUD LENGTH SHALL NOT EXCEED 25%OF STUD DEPTH. BORED HOLES SHALL NOT EXCEED TABLE 3.1 NAILING SCHEDULE O
6. EACH CONTRACTOR SHALL BE (RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND MEASUREMENTS IN THE FIELD 40%OF STUD DEPTH. EDGE OF HOLES SHALL NOT BE CLOSER THAN 5/8" TO STUD EDGE. NOTCHES/HOLES 4. MECHANICAL L CONTRACTOR SHALL VERIFY EXISTING HVAC SYSTEM AND ABILITY TO HANDLE ADDITIONAL
AND LAYING OUT ALL WORK PRIOR TO COMMENCEMENT OF THE WORK. ANY DISCREPANCIES SHALL BE BROUGHT SHALL NOT OCCUR IN SAME CROSS-SECTION. LOAD WITH WRI77EN STATEMENT PER RCNYS CHAPTER N1101.2.1, N1101.2.2, AND AJ202.2. IF IT NEEDS UPGRADE � }-
0 TO THE ATTENTION OF THE ARCHITECT FOR HIS CONSIDERATION AND CLARIFICATION BEFORE PROCEEDING WITH MATERIALS &FIXTURES MUST COMPLY WITH RCNYS CHAPTERSI2 THROUGH 24. PROVIDE BOILER MANUFACTURER z
Z THE WORK. IN NO CASE SHALL SUICH DIFFERENCES CONSTITUTE THE BASIS FOR EXTRA CHARGES OF D. IF TOP PLATES ARE NOTCHED OR DRILLED BY MORE THAN 50%OF ITS WIDTH, PROVIDE A 16 GA., 1 1/2"WIDE SPECIFICATIONS AND HEAT LOSS CALCULATIONS FOR BASEBOARD OR AIR DUCT SIZES FOR ADDITION AREA. JOINT DESCRIPTION NUMBER OF
co COMPENSATION DO NOT SCALE D COMMON NAILS BOX NAILS
[DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. GALV. METAL TIE, FASTENED TO EACH PLATE WITH NOT LESS THAN (8) l6d NAILS AT EA.SIDE. NUMBER OF NAIL SPACING W LU
ry 7.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL E. ALL PLATES IN CONTACT WITH CONCRETE TO BE CCA PRESSURE TREATED AND HAVE CONTINUOUS ALUM. K. PLUMBING Z
O LLJ CONTRACTOR NOR ANY OTHER SlUBCONTRACTORS, NOR SHALL BE GUARANTEE THE PERFORMANCE OF THEIR TERMITE SHIELD. ROOF FRAMING
CONTRACT. F.ALL EXTERIOR CORNERS SHALL BE MIN.3 STUDS. ALL EXTERIOR CORNERS AND INTERSECTIONS SHALL HAVE 1. ADDITIONS OIR ALTERATIONS TO EXISTING PLUMBING SYSTEMS SHALL CONFORM WITH RCNY RAFTER TO TOP PLATE,TOE NAILED 3-8d 3- 10d PER RAFTER ry Uj
n PART V11 -PLUMIBING, AND THE LOCAL AGENCY HAVING JURISDICTION.
,TOE NAILED 3-8d 3- 10d PER JOIST V)1- 8.THE ARCHITECT SHALL ASSIST THE OWNER IN OBTAINING ALL APPROVALS AND PERMITS AND THE OWNER SHALL 2. ALL SUPPLY WATER PIPING SHALL BE TYPE"L", HARD TEMPERED, WITH"DIELECTRIC"UNIONS. ' `
N 9. WALLS TO BE BRACED IN ACCORDANCE WITH RCNYS CHAPTER 6,SECTION R602.10/WALL BRACING. v O
F--
PAY ALL FEES TO GOVERNING AUITHORITIES HAVING JURISDICTION OVER THE WORK. 3. PROVIDE AND INSTALL OWNER SELECTED TOILET,SINKS, FAUCETS,TUBS,SHOWER PANS ETC. CEILING JOISTS TO RAFTER, FACE NAILED 5- 16d 5-40d EACH LAP
0 9.ALL WORK SPECIFIED HEREIN SHIALL INCLUDE MATERIAL, LABOR, AND INSTALLATION. ALL WORKMANSHIP SHALL 10. PROVIDE FIRESTOPPING AS PER RCNYS CHAPTER 6,SECTION R602.8 PROVIDE ALL FITTINGS FOR COMPLETE INSTALLATION. CEILING JOIST OVER PARTITIONS, FACE N. 5- 16d 5-40d EACH LAP _
BE FIRST QUALITY SUBJECT TO THE,ARCHITECT'S AND OWNER'S APPROVAL. THE ARCHITECT RESERVES THE RIGHT TO 11. ALL ROOF CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM-2001 CHAPTER 3.5 ROOF SYSTEMS SYSTEMS, t l
0 CLARIFY THE WORK IF NECESSARY' BY ADDITIONAL DETAILED DRAWINGS OR WRITTEN DESCRIPTION. 4. EXTEND ALL HOSE BIBS,SHUTOFF VALVES,VENTS, FUEL OIL FILL NECKS, ETC. COLLAR TIE TO RAFTER 2-8d 2- 10d EACH END U
p U.O.N., AS FOLLOWS: Q F-
5. PROVIDE AND INSTALL COLD WATER TAP TO NEW REFRIGERATOR. BLOCKING TO RAFTER,TOE NAILED 2-8d 2- lOd EACH END
10.COOPERATION: THE GENERAIL CONTRACTOR AND ALL OTHER CONTRACTORS SHALL COORDINATE WITH ALL A. RAFTER SPANS NOT TO EXCEED THOSE AS LISTED IN TABLES 3.24 A & B FOR SPECIES AND GRADE OF LUMBERo Z ADJACENT WORK AND COOPERATE WITH ALL OTHER TRADES AS TO FACILITATE PROCESS OF THE WORK. EACH INDICATED. 6. ALL HOT WATER PIPING TO BE INSULATED W/ 1"INSULATION MIN. RIM BOARD TO RAFTER, END NAILED 2- 16d 3- 16d EACH END W U
LU TRADE SHALL AFFORD ALL OTHER;TRADES EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR B. ROOF CONSTRUCTION TO BE DESIGNED FOR A MINIMUM 30 PSF LIVE LOAD AND 20 PSF DEAD LOAD WITH A
7. PLUMBING CONTRACTOR SHALL VERIFY EXISTING PLUMBING SYSTEM CONDITION AND ABILITY TO HANDLE WALL FRAMING r 1 0
WORK AND STORAGE OF THEIR MATERIALS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DEFLECTION OF L/180. (U.O.N.) ADDITIONAL LOAD WITH WRITTEN STATEMENT. UPGRADE MATERIALS & FIXTURES SHALL COMPLY WITH RCNYS `J
U COORDINATION OF THE WORK. C. CEILING CONSTRUCTION TO BE DESIGNED FOR A MINIMUM 20 PSF LIVE LOAD AND 20 PSF DEAD LOAD WIT CHAPTERS 25 THROUGH 32, TOP PLATE TO TOP PLAT, FACE NAILED 2-16d(SEE NOTE 1) 2-16d(SEE NOTE 1) PER FOOT
0 11. TEMPORARY LIGHT, HEAT AND) POWER: THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN AND A DEFLECTION OF L/240. (U.O.N.) < O
p PAY FOR ALL TEMPORARY UTILITIES THAT MAYBE NEEDED FOR HIS WORK. IF THE OWNER ALLOWS THE L. ELECTRIC TOP PLATES AT INTERSECTIONS, FACE N. 4- 16d 5- 16d JOINTS-EA.SIDE I- Q
0 CONTRACTOR TO USE THE EXISTINIG FACILITIES,THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR SUCH USE. D. RAFTERS AND CEILING JOISTS SHALL BE PROVIDED WITH LATERAL SUPPORT AT BEARING POINTS TO PREVENT W
Z ROTATION. RAFTERS AND CEILING JOISTS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, DIAG. 1. ADDITIONS OIR ALTERATIONS TO EXISTING'ELECTRICAL SYSTEMS SHALL CONFORM WITH RCNYS PART VIII STUD TO STUD, FACE NAILED 2- 16d 2- 16d 24"OC 0 z
BRIDGING,OR CONTINUOUS 2 X 4 WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING JOISTS AT 6'-O"MAX., -ELECTRICAL, NFPA 70 AND THE N.E.C.AS WELL AS THE LOCAL UTILITY COMPANY. `I
U_ 12. MEASUREMENTS: BEFORE ORDERING ANY MATERIAL, OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY HEADER TO HEADER, FACE NAILED l6d 16d 16"OC ALONG EDGES
AND AS PER TABLE 3.1
Co AT THE PROJECT AREA ALL MEASUJREMENTS AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. NO EXTRA 2. ALL WIRING SiHALL BE #12 AND #14 COPPER, AS REQUIRED. NO ALUMINUM WIRING IS PERMITTED. TOP OR BOTTOM PLATE TO STUD, END N. 2-16d-2x4 stud 2-40d-2x4 stud END NAILED Q
0 CHARGE OR COMPENSATION WILLL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE E. NOTCHES IN THE TOP OR BOTTOM EDGES SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE RAFTER SPAN. 3-16d-2x6 stud 3-40d-2x6 stud r 1
p MEASUREMENTS INDICATED IN THE DRAWINGS. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE ARCHITECT OUTER THIRDS OF THE SPAN SHALL NOT EXCEED 1/6 OF RAFTER DEPTH. DO NOT EXCEED 1/4 RAFTER DEPTH AT 3. PROVIDE AND INSTALL ALL LIGHTING FIXTURES, FANS, AND APPLIANCES AS SELECTED BY OWNER. BOTTOM PLATE TO FLOOR JOIST, RIM JOIST 2-16d(SEE NOTE 1,2) 2-16d(SEE NOTE 1,2) PER FOOT W v p
NOTCHES MADE AT SUPPORTS. LIMIT BORED HOLE DIAM.TO 1/3 RAFTER DEPTH, NO CLOSER THAN 2"TO THE OR ENS JOIST,OR BLOCKING-FACE NAILED v ! N
FOR HIS CONSIDERATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4. CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDING TYPE.
TOP OR BOTTOM EDGE, OR CLOSER THAN 2" TO ANY NOTCH. PROVIDE GROUPND FAULT RECEPTACLES AT ALL WET LOCATIONS AND WHERE REQUIRED. PROVIDE DEDICATED 20 FLOOR FRAMING O O
THESITE MAINTENANCE AND CLEANING: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING F. CEILING RAFTERS SHALL BE PLACED DIRECTLY OPPOSITE EACH OTHER AT ALL RIDGE BOARDS. CEILING AMP CIRCUITS AT ALL APPLIANCES WHERE NECESSARY. JOIST TO SILL OR PLATE,TOE NAILED 4- 1 Od
THE JOB SITE IN A CLEAN ORDERLY MANNER. ALL DEBRIS AND RUBBISH SHALL BE REMOVED FROM THE BUILDING 4-8d PER JOIST
AS RAPIDLY AS IT ACCUMULATES. CONTRACTOR SHALL PROVIDE PROPER TRASH RECEPTACLES FOR FOOD AND JOISTS/RAFTER TIES SHALL FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WITH CONNECTIONS IN 5. ELECTRICAL CONTRACTOR TO VERIFY EXISTING ELECTRICAL SYSTEM CONDITION AND ABILITY TO HANDLE (y)
OTHER RUBBISH. NO FOOD WASTE ON THE FLOORS OF THE JOB SITE WILL BE TOLERATED. THE WORK AREA SHALL
ACCORDANCE WITH TABLES 3.8. ADDITIONAL LOAD WITH WRITTEN STATEMENT AND COMPLY WITH RCNYS CHAPTER E3301.4. IF IT NEEDS UPGRADE BLOCKING TO JOIST,TOE NAILED 2-8d 2- lOd EACH END O
BE KEPT TIDY AT ALL TIMES. G.ALL EXTERIOR ROOF SHEATHING TO BE 5/8"CDX PLYWOOD PANELS, NAILED WITH 8d COMMON NAILS OR SHOW ELECTRICAL WIRING AND PROTECTION PANEL SERVICE SIZE & LOCATION. BLOCKING TO SILL OR PLATE,TOE NAILED 3- 16d 4- 16d EACH BLOCK
10d BOX NAILS 6"FROM EDGE AND 12"IN FIELD O.C.4"O.C.AT RAKES &OVERHANGS. PARTICLE BOARD OR 6. ELECTRICIAN TO KEY ALL CIRCUITS AT PANELBOARD. ry
14. PROTECTION: THE CONTRACTOR SHALL PROTECT THE OWNER AND ADJACENT PROPERTIES FROM INJURIES OSB NOT PERMITTED. LEDGER STRIP TO BEAM, FACE NAILED 3- 1 bd 4- 1 bd EACH JOIST
AND DAMAGE. ANY DAMAGE DONE DURING CONSTRUCTION DUE TO NEGLIGENCE OF THE CONTRACTOR OR H. PROVIDE RAFTER TIES/HURRICANE CLIPS AS MANUFACTURED BY SIMPSON AT ALL RAFTER BEARING 7. ADDITIONS O)R ALTERATIONS TO EXISTING ELECTRICAL SYSTEMS ARE NOT COVERED UNDER THESE DOCUMENTS JOIST ON LEDGER TO BEAM,TOE NAILED 3-8d 3- 10d
HIS SUBS SHALL BE CORRECTED WITHOUT DELAY OR EXPENSES TO THE OWNER.TEMPORARY SHORING/BRACING AND THE ARCHITTECT SHALL BEAR NO RESPONSIBILITIES FOR ITEMS PERTAINING TO SUCH. PER JOIST
LOCATIONS IN SIZES INDICATED. INSTALL AS PER MANUFACTURERS INSTRUCTIONS.
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. AT LEAST ONE SINGLE STATION SMOKE DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTION R RIM JOIST TO JOIST, END NAILED 3- 1 bd 4- 1 bd PER JOIST
15. CONTRACTOR TO SUPPLY OW/NER WITH WOOD STRUCTURAL PANELS 1/2"MIN.AND MAX.SPAN OF 8 FT.TO SINKERS,
ALL CONNECTIONS ES CONFORM WITH ANSID FROM
W TABLE
3.101 CHAPTER 3.2- CONNECTIONS. ALL NAILS, 317 IN EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA AND ON EACH STORY- INTERCONNECTED.
COVER WINDOW OPENINGS. ATTACH AS PER TABLE R301.2.1.2 ALL PANELS TO BE CUT TO SIZE, PRE DRILLED,
SINKERS,SCREWS, STAPLES, ETC.TO BE SCHEDULED FROM TABLE 3.1 MAILING SCHEDULE LOCATED ON THIS SHEET. RIM JOIST TO SILL OR PLATE,TOE NAILED 2-16d(SEE NOTE 1) 3- 16d PER FOOT
LABELED,AND STORED ONSITE. E. CARPENTRY M. ENERGY CODE ROOF SHEATHING
STRUCTURAL PANELS-3/4"CDX PLYWD. 8d 6"OC EDGES, 12"OC FIELD
A. FOUNDATIONS 1. INTERIOR WALLS TO BE 1/2"GYPSUM BOARD CONFORMING TO RCNYS CHAPTER 7, WALL COVERING. FASTEN 1. ENERGY CODE COMPLIANCE SHALL BE SHOWN AS PER A SEPARATE 1Od 4"OC RAKES/OVERHANGS DRAWING SUBMITTALS
WITH 1 1/2"TYPE W OR S SCREWS IN ACCORDANCE WITH ASTM C 1002, 12"OC MAX.ALL CORNERS REINFORCED RESCHECK COM1PLIANCE CERTIFICATE DIAGONAL BOARD SHEATHING
1. ALL FOUNDATIONS TO CONFOIRM WITH RCNYS CHAPTER 4, FOUNDATIONS, U.O.N. W/GALV. METAL BEADS; AND JOINTS TAPED SPACKLED,3 COATS OF SPACKLING COMPOUND SANDED SMOOTH. 2. VAPOR RETAFRDERS-MAX. PERM 1.0 AS PER ASTM E 96 1"x 6"OR 1"x 8" 2-8d 2- 10d PER SUPPORT
2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2. INSTALL 5/8"TYPE X GYPSUM BOARD AT ALL GARAGE WALLS AND CEILINGS, FURNACE ROOMS/CLOSETS, 3. ALL WINDOWlS AND DOORS TO BE CAULKED AND GASKETED AS REQUIRED NY RCNYS N 1102.1.10. 1"x 10"OR WIDER 3-8d 3- 10d PER SUPPORT
2,000 POUNDS PER SQUARE FOOT (VERIFY IN FIELD) AND SHALL EXTEND 3'-0"MIN. BELOW FINISHED GRADE. INSTALLED PERPENDICULAR TO FRAMING MEMBERS. FASTEN WITH 1 7/8"MIN. 6d COATED NAILS OR EQUIV. FENESTRATION. CEILING SHEATHING
3. FILL MATERIAL TO BE ACCEPTAIBLE SAND, GRAVEL OR COMBINATION OF BOTH WHICH MAY CONTAIN SMALL DRYWALL SCREWS, 6"OC MAX. N. DEMOLITI(ON GYPSUM WALLBOARD-SEE NOTE 3 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD
AMOUNTS OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION, BUT NONE OVER TWO INCHES, BUT 3. PROVIDE"HARDIBACKER"CEMENT BOARD AT ALL TILED AREAS,TUB/SHOWER STALLS, AND WATER RESISTANT WALL SHEATHING
DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND FROZEN MATERIAL. GWB AT ALL OTHER LOCATIONS REQUIRING SUCH. FASTEN WITH 1 1/2"GALV.TYPE W OR S SCREWS 12"OC. 1. REVIEW REMOVAL WORK WITH OWNER AND ARCHITECT BEFORE COMMENCING WORK. REMOVE ANY ITEMS
SCHEDULED FOR REUSE OR SO REQUESTED BY OWNER, PROTECT FROM DAMAGE AND SET ASIDE AS DIRECTED BY STRUCTURAL PANELS, 5/8"CDX PLYWD. 8d 1 Od 6"OC EDGE, 12"OC FIELD
4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, 4. ALL EXTERIOR WOOD FASCIA AND TRIM TO BE CEDAR OR CCA PRESSURE TREATED, WRAPPED IN ALUMINUM 1 03/19/2026 FOR PERMIT
METHOD C. COMPACT UNDER SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF MAXIMUM OR VINYL TRIM AS SHOWN. OWNER. GYPSUM WALLBOARD-SEE NOTE 3 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD
DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS, AND UNDER PAVED AREAS AT NINETY PERCENT OF 5. EXTERIOR SIDING TO CONFORM WITH ASTM D 3679, AS SELECTED BY OWNER. 2. IF DURING THE DEMOLITION WORK A SITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR DIAGONAL BOARD SHEATHING
MAXIMUM DENSITY. TO CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR AN 1"x 6"OR 1"x 8" 2-8d 2- 10d PER SUPPORT
5. ANCHOR ALL SILL PLATES AT EXTERIOR WALLS TO FOUNDATIONS WITH 5/8" DIAM. BOLTS, EMBEDDED A
6. FASTENERS FOR PRESERVATIVE &FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED GALVANIZED INSPECTION. V x 10"OR WIDER 3-8d STEEL OR STAINLESS STEEL. 3- 10d PER SUPPORT
MINIMUM 1'4'INTO FOUNDATION)WALLS. LOCATE BOLTS WITHIN V-0"FROM ENDS AND 3'-0"ON CENTER. 3. PROVIDE AND)MAINTAIN TEMPORARY PROTECTIVE BARRIERS AT SECOND FLOOR SLAB EDGE, AND AT ALL
6. SLOPE ALL FINAL GRADES AWAY FROM FOUNDATION WALLS IN ACCORDANCE WITH SECTION R401.3 F. ROOFING
FLOOR AND WAILL OPENINGS, ETC.,AS REQUIRED TO MAINTAIN SAFE AND SECURE JOBSITE CONDITIONS. FLOOR SHEATHING TAX ID NO.: 1000-097-02-001
4. CONTRACTORR SHALL COMPLY WITH REQUIREMENTS OF ALL FEDERAL,STATE AND LOCAL LAWS, CODES AND STRUCTURAL PANELS, 3/4"CDX PLYWD.
7. ALL FOOTINGS AND FOUNDATIONS TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH 1. ALL ROOF ASSEMBLIES TO CONFORM WITH RCNYS CHAPTER 9/ROOF AND ANSI/AF&PA WFCM-1!995 3.5 ROOF ORDINANCES,A+ND THE REQUIREMENTS OF ALL AGENCIES WITH JURISDICTION OVER THE WORK. 1"OR LESS 8d 10d 6"OC EDGE, 12"OC FIELD)
SECTION R403/FOOTINGS AND SECTION R404/FOUNDATION WALLS. SYSTEMS AS FOLLOWS: GREATER THAN 1" 10d 16d 6"OC EDGE,6"OC FIELD
8. ALL FOUNDATIONS TO BE DAMPROOFED WITH ACRYLIC MODIFIED CEMENT, 3 LBS.PER SQ YD, FROM T.O. A. PROVIDE CONCEALED ALUM. FLASHINGS AT ALL WALL AND ROOF INTERSECTIONS, CHANGE IN ROOF 5. LOCATE DUMFPSTERS FOR THE REMOVAL OF DEMOLISHED MATERIALS AS DIRECTED BY OWNER.
vM1 ,
DIAGONAL BOARD SHEATHING r
FOOTING TO 8" MIN.ABOVE FIN. (GRADE-"THOROSEAL"OR EQUAL. SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS-NO. 26 GALV SHEETS. 6. REMOVE DEBRRIS FROM WORK AREA DAILY. MAINTAIN WORK AREA CLEAN AND FREE FROM ALL DEBRIS,
1"x 6"OR 1"x8" 2-8d 2- 10d PER SUPPORT
B. ROOF DECK UNDERLAYMENT SHALL COMPLY WITH ASTM D 1970, AS MANUFACTURED BY GAF, HAZARDS, OBSTRRUCTIONS AND EXTRANEOUS MATERIALS. 1"x 10"OR WIDER 3-8d 3- 10d PER SUPPORT
B. CONCRETE "SHINGLE-MATE". ICE PROTECTION SHALL BE AS MANUFACTURED BY GAF,"WEATHERWATCH/STORMGUARD 7. REMOVE FULL DUMPSTERS FROM THE JOBSITE EXPEDIENTLY, DEMOLITION DEBRIS WILL NOT BE PERMITTED TO rchitecture
1. ALL CONCRETE WORK SHALL CONFORM TO RCNYS CHAPTER 4,SECTION R404 AND APPLICABLE LEAK BARRIER', EXTEND MIN.36"AT ALL RAKES, EAVES,VALLEYS, CHIMNEYS. ACCUMULATE O)N SITE.
RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI). C.ASPHALT SHINGLES TO BE ATTACHED WITH A MINIMUM OF SIX FASTENERS PER SHINGLE WITH GALVANIZED 8. PROVIDE TEMFPORARY CLOSURES AT ALL NEW BUILDING OPENINGS TO MAINTAIN A SECURE AND
2. ALL CONCRETE SHALL BE STONIE CONCRETE (3/4"COARSE AGGREGATE) HAVING A MINIMUM STRENGTH OF STEEL,STAINLESS STEEL, OR COPPER NAILS, MIN. 12 GAGE SHANK WITH A MIN.3/8" DIA. HEAD, ASTM F 1667, WEATHER-TIGHT IPROTECTION. NOTES:
3500 PSI AT TWENTY-EIGHT DAYS FOR PORCHES, CARPORT SLABS, AND STAIRS. FOOTINGS SHALL BE 3000 PSI MIN. TO PENETRATE THROUGH SHINGLE AND MIN.3/4"INTO ROOF SHEATHING. 9. PROVIDE TEMPORARY LIGHTING AND POWER, AS REQUIRED,THROUGHOUT WORK AREA FOR DURATION OF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"OC AT THE PANEL EDGE. IF WALL
AND WALLS HALL BE 3000 PSI MIN;. D. ASPHALT SHINGLES TO BE CLASS A, AND COMPLY WITH ASTM D 225 OR ASTM D 3462 AS MANUFACTURED DEMOLITION AND SUBSEQUENT CONSTRUCTION WORK. REMOVE WHEN SO DIRECTED BY OWNER. SHEATHING IS NAILED 3"OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING
3. REINFORCING BARS SHALL COINFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE CONTINUOUS BY GAF,'TIMBERLINEULTRA".COLOR AS SELECTED BY OWNER. INSTALL GAF'TIMBERTEX"RIDGE CAP SHINGLE 10. ALL MATERIAILS TO BE REMOVED FROM THE PREMISES ARE TO BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SUCH AS SHEAR �..•`� REDA9c'.,
AND HAVE MINIMUM LAPS OF FOIRTY DIAMETERS. PROVIDE VERTICAL REINFORCEMENT OF#5 RODS AT 40"OC' AT ALL RIDGES. REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT IS LOCATED. PLATES SHALL BE USED TO MAINTAIN LOAD PATH. 4A. .THY�2•Si��•:y
4. WELDED WIRE FABRIC (WWF) SHHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT SHEETS ONLY.
E. INSTALL NEW CONTINUOUS RIDGE VENT AT NEW AND EXISTING RIDGES AS MANUFACTURED BY MID-AMERICA, 11. PROVIDE AND MAINTAIN TEMPORARY DUSTPROOF WORK ENCLOSURE COMPRISED OF 8'-0"HIGH, 1/4" 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS
5. CONCRETE IN FOUNDATIONS AND SLABS EXPOSED TO WEATHER AFTER COMPLETION OF THE PROJECT SHALL "RIDGEMASTER PLUS". INSTALL WITH CONTINUOUS SCREENED SOFFIT VENT AT NEW AND EXISTING SOFFITS. PLYWOOD FACE SECURED TO 2 1/2"METAL STUDS @ 16"O/C WITH 6MIL POLYETHYLENE SHEET ATTACHED TO TOP SHALL BE PERMITTED TO BE REDUCED TO 1 -1 bd PER FOOT.
A
CONTAIN FIVE PERCENT (+/- 1%) 63Y VOLUME OF ENTRAINED AIR AS PER ASTM C231. F. INSTALL NEW GUTTERS AND LEADERS;ALUM WITH BAKED ENAMEL FINISH. COLOR AS SLECTED BY OWNER. EDGE AND SEALLED TO UNDERSIDE OF ROOF DECK ABOVE.TAPE AND SEAL AT ALL JOIST PENETRATIONS. 3.THE FOLLOWING CONNECTORS FOR INTERIOR GYPSUM BOARD SHEATHING SHALL BE ALLOWED AS PER '
MAINTAIN EXISTIPNG PLANT AREA CLEAN AND DUST FREE FOR DURATION OF DEMOLITION AND CONSTRUCTION RCNYS CHAPTER 6/WALL CONSTRUCTION TABLE R602.3(1) FASTENER SCHEDULE:
6. SLUMP SHALL BE FOUR INCHES,AND ALL CONCRETE SHALL BE CONSOLIDATED BY ADEQUATE VIBRATORS. TIE INTO EXISTING DRYWELLS. `� ..•:o3ts�e•.:
PHASES. A. 1/2"GYPSUM BOARD: 1 1/2"GALV. ROOFING NAIL; bd COMMON NAIL;STAPLE GALVANIZED, 1 1/2" q .....• �..
7. KEEP CONCRETE SURFACES NOT COVERED BY FORMS, PROTECTED FROM LOSS OF SURFACE MOISTURE FOR LONG; 1 1/4"SCREWS,TYPE W OR S 4"OC FROM EDGE,8"OC IN FIELD •,! '• ,OFNEV1`I ''`��'
NOT LESS THAN SEVEN DAYS.
G. THERMAL AND MOISTURE PROTECTION 12. CONTRACTO)R TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL INTEGRITY OF B.5/8"GYPSUM BOARD: 1 3/4"GALV. ROOFING NAIL;8d COMMON NAIL;STAPLE GALVANIZED, 1 5/8'
8. SLABS ON GRADE SHALL BE PLACED IN SECTIONS NOT EXCEEDING NINE HUNDRED SQUARE FEET WITH THIRTY 1. ALL INSULATION TO CONFORM WITH RCSNY CHAPTER 3- BUILDING PLANNING,SECTION R320 INSULATION. THE EXISTING CONSTRUCTION. LONG; 1 5/8"SCREWS,TYPE W OR S 4"OC FROM EDGE,8"OC IN FIELD
FOOT MAXIMUM SIDE LENGTH. ALLL CONCRETE SLABS SHALL HAVE STEEL TROWELLED FINISH UNLESS OTHERWISE INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25, W/AN ACCOMPANYING 13.THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT THE AREA OF EXCAVATION AND 4.WHERE CONNECTIONS ARE DETAILED OR SPECIFIED WITH METAL CONNECTORS/TIES/STRAPS/HANGERS, ETC.,
NOTED, AND SHALL BE REINFORCED WITH 6 X 6-#6 GAUGE WWF LOCATED ONE INCH FROM THE TOP SURFACE. SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 AS PER ASTM E 84. CONSTRUCTIONJ. TOE NAILING WILL NOT BE ALLOWED. CONNECTIONS TO BE MADE BY FOLLOWING SPECIFIED CONNECTOR
Timothy Lambert, AIA
9. SLABS ON GRADE SHALL BE POURED OVER A 6 MIL POLYETHYLENE VAPOR BARRIER OVER 6"WELL 2. ALL RIGID AND BATT INSULATION TO BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS, IN SIZES AN 14.THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT WEATHER ENTRY INTO EXISTING AND ANCHOR/NAIL IN ACCORDANCE WITH THE DETAILED DRAWING. 3012 ForteSqUe Ave
COMPACTED FILL. (U.O.N.) R-VALUES AS INDICATED. INSULATION TO BE BY CERTAINTEED (OR EQUAL). AREAS OF THE CONSTRUCTION PROJECT AND CLOSE-OFF NON-CONSTRUCTION AREAS FROM DUST WITH PLASTIC 5.4'x8' OR 4'x9' PANELS SHALL BE APPLIED VERTICALLY. Oceanside, NY 11572
10. NEW FORMS SHALL BE USED FOR ALL FOOTINGS. 3. INSTALL CONTINUOUS SILL SEALER UNDER ALL PLATES IN CONTACT WITH FOUNDATION WALLS. TARPS.
(516)425-8919
4. INSTALL NEW'TYVEK"HOUSEWRAP OVER EXTERIOR SHEATHING.
C. STEEL FRAMING O. NEW YORZK STATE EDUCATION LAW
5. INSTALL 6 MIL,THICK POLYETHYLENE MOISTURE BARRIER UNDER ALL CONCRETE SLABS AND INTERIOR SIDES LIVE LOADS:
1. ALL STRUCTURAL STEEL TO BE ASTM A36 OF EXTERIOR WALLS. 1. IT IS A VIOLATI'ION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (PER TABLE R301.5 OF THE R.C.N.Y.S) www.wellkraft.com
6. INSTALL OPERABLE SCREENED VENTS AT ALL CRAWL SPACES IN SIZES INDICATED AS PER RCNYS CHAPTER 3- ARCHITECT,TO ALTER AN ITEM IN ANY WAY.
D. TIMBER FRAMING BUILDING PLANNING, SECTION R408 UNDER-FLOOR SPACE."FOUNDATION MASTER"AS MANUFACTURED BY USE LIVE LOAD [LB/SQFTj
1. ALL STRUCTURAL LUMBER SHALIL BE STRESS GRADED DOUGLAS FIR-LARCH NO.2 (UNLESS NOTED OTHERWISE ON MID-AMERICA. INSTALL WITHIN 3'-0"OF EACH CORNER OF STRUCTURE. EXTERIOR BALCONIES 60
DRAWINGS) H. WINDOWS AND DOORS FRAMING CONNECTORS: DECKS 40
2. ALL STRUCTURAL LUMBER, PLYWOOD,SHEATHING, ENGINEERED LUMBER, ETC. SHALL BEAR VISIBLE 1. ALL DOORS AND WINDOWS TO CONFORM WITH RCNYS CHAPTER 3-BUILDING PLANNING,SECTION R308 1. FRAMINIG CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL. GARAGES 50 CAIAllO RESIDENCE
GRADE STAMPING. ATTICS WITHOUT STORAGE 1 O
0 GLAZING, R310 EMERGENCY ESCAPES AND RESCUE OPENINGS AND R311 EXITS. ALL EMERGENCY ESCAPE AND 2. INSTALLATION OF CONNECTORS IS NOT LIMITED TO THE NOTED LOCATION. REPETITIVE AND OR SIMILAR CONSTRUCTION DOCUMENTS
Z 3. ENGINEERED LUMBER TO BE IN SIZES INDICATED AND INSTALLED AS PER TRUS-JOIST MACMILLAN,"TJI PRO SERIES". RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MINIMUM NET CLEAR FRAMING SITUATIONS SHALL RECEIVE THE APPROPRIATE CONNECTOR. ATTICS WITH STORAGE 20
Co ENGINEERED BEAMS TO BE BY TRU1S-JOIST MACMILLAN,"PARALLAM"OR "MICROLLAM 2.0E". OPENING WIDTH SHALL BE 20 IN.. MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 IN. . ROOMS OTHER THAN SLEEPING ROOMS 40
ry 4. PROVIDE SOLID BLOCKING FROM TOP OF GIRDER/BEAM OR FOUNDATION WALL TO UNDERSIDE OF FLOOR AT 2 V RA SLEEPING ROOMS 30
0 ALL LOAD BEARING COLUMNS.WOOD COLUMNS AT EXTERIOR LOCATIONS TO BE CCA PRESSURE TREATED. • ALL DOORS AND WINDOWS TO HAVE UPGRADE OPTION TO CONFORM WITH DESIGN PRESSURE OF DP-50. Q� MODEL NUMBER OF SIMPSON CONNECTOR
LLJ
5. ALL FLOOR CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM-1995 CHAPTER 3.3 FLOOR SYSTEMS, U.O.N., 3. PROVIDE AND INSTALL ALL HARDWARE AS SELECTED BY OWNER. DOORS. ALL DOORS AND WINDOWS I __-- HP 0N __ (REFER TO DETAILS AND MANUFACTURE'S STAIRS 40 GENERAL
I AS FOLLOWS: COLOR AS SELECTED BY OWNER. H2.5 RECOMMENDATIONS FOR PROPER INSTALLATION) GUARDRAILS AND HANDRAILS (PT LOAD) 200 NOTES
Q
c A. FLOOR JOIST SPANS NOT TO EXCEED THOSE AS LISTED IN TABLES 3.17 A-B FOR SPECIES AND GRADE OF I, LIGHT & VENTILATION
1- LUMBER INDICATED.
zB.ALL FLOORS TO BE DESIGNED FOR A MINIMUM 40 PSF LIVE LOAD AND 20 PSF DEAD LOAD AND DEFLECTION 1. AS PER NYS-RC-SECTION-R 303 ALLOVINABLE DEFLECTION OF STRUCTURAL MEMBERS: DEAD LOADS: (WEIGHTS OF MATERIALS)
0 OF L/360. 2. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT (PER TABLE RR301.7 OF THE R.C.N.Y.S) (PER TABLE R301.2.2.2.4 OF THE R.C.N.Y.S)
p C. PROVIDE MINIMUM BEARING OF 3", UON, AT ENDS OF ALL JOISTS, BEAMS AND GIRDERS; PROVIDE DOUBLE OF THE FLOOR AREA OF SUCH ROOMS. STRUCTURAL MEMBER ALLOWABLE DEFLECTION AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF FOR FLOOR
JOISTS UNDER ALL PARALLEL PARTITIONS; PROVIDE SOLID BRIDGING,STAGGERED AT 6-0"OC MAX. 3, THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. RAFTERS HiAVING SLOPES GREATER THAN 3 AND 12 WITH NO FINISHED CEILING ASSEMBLIES, EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE
Z D. LAP JOISTS OVER A BEARING SUPPORT A MINIMUM OF 3", NAILED TOGETHER WITH THREE 10d FACE NAILS L/180 SHALL NOT EXCEED THE FOLLOWING:
LU MIN.JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY A SPECIFIED FRAMING 4. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH ATTACHED TO THE RAFTERS 19 MARCH 2O26
AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET ONE-HALF OF WHICH INTERIOR WALLS AND PARTITIONS H/180
LB
ANCHOR.TOENAILING SHALL.NOT BE PERMITTED. MUST BE OPERABLE. WALL ASSEMBLY DEADLOAD ND PLASTERED CEILINGS L/360 [ /SQFT.1
Op OUTER THIRDS OF THE SPAN SHALL NOT EXCEED 1/6 OF JOIST DEPTH, NOR LONGER THAN 1/3 OF JOIST DEPTH. ALL OTHEFR STRUCTURAL MEMBERS L/240 EXTERIOR LIGHT-FRAME WOOD WALLS 15
DO NOT EXCEED 1/4 JOIST DElPTH AT NOTCHES MADE AT SUPPORTS. LIMIT BORED HOLE DIAM.TO 1/3 JOIST
EXTERIOR 'WALLS WITH PLASTER OR STUCCO FINISHES H/360 EXTERIOR COLD-FORMED STEEL WALLS 14
(� DEPTH, NO CLOSER THAN 2"T(O THE TOP OR BOTTOM EDGE, OR CLOSER THAN 2"TO ANY NOTCH.
Z F.ALL SUBFLOOR SHEATHING 1TO BE 3/4"CDX T&G PLYWOOD, GLUED AND NAILED WITH 8d COMMON NAILS, EXTERIOR 'WALLS WITH BRITTLE FINISHES L/240 INTERIOR LIGHT-FRAME WOOD WALLS 10
U_ OR 1 Od BOX NAILS, 6"FROM EDGE AND 12"IN FIELD O.C. PARTICLE OR OSB BOARD SHALL NOT BE ALLOWED. EXTERIOR 'WALLS WITH FLEXIBLE FINISHES L/120 8"THICK MASONRY WALLS 80
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TYPICAL WALL CONSTRUCTION: 03/19/2026 FOR PERMIT
VINYL SIDING OVER TYVEK HOME
WRAP OVER 1/2 CDX PLYWOOD
SHEATHING OVER 2"x4"STUDS @
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1/2"GWB ON FINISHED INTERIOR TAX ID NO.: 1000-097-02-001
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// \ CASEMENT I \ www.wellkraft.cam
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